Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
STRUCTURAL CALCULATIONS - 21-00216 - Valley Agronomics - Maintenance Shop
Job No Customer Description U19M0989A Steel Design LLC Valley Ag Expandable End Designed By Date 11/25/2019 JGO S T R U C T U R A L D E S I G N C A L C U L A T I O N S FOR Steel Design LLC 4409 Haroldsen Drive Idaho Falls, ID 83401 PROJECT Job: U19M0989A Valley Ag Expandable End Wall Idaho Falls, ID 83401 BUILDING DATA BUILDING SIZE: Width (ft) = 100 Length (ft) = 120 Back Eave Height (ft) = 18.33 Front Eave Height (ft) = 18.33 Roof Slope (rise/100) = 1.0:12 BUILDING LOADS: Roof Dead Load (psf) = 3.75 Roof Live Load (psf) = 20.00 Rigid Frame Live Load (psf) = 12 Collateral Load (psf) = 5.00 Roof Snow Load (psf) = 35.00 BUILDING CODE: Wind Code = IBC 15 Wind Speed(mph) = 115 Closed/Open = Closed Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category = D Seismic Coeff (Fa*Ss) = 0.737 This building was designed by: JGO, DATE: 11/25/19 The Professional Engineer whose seal appears on these Structural Design Calculations is employed by Nucor Building Systems and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. Page 1 Of 232 12/04/2019 Job No Customer Description U19M0989A Steel Design LLC Valley Ag Expandable End Designed By Date 11/25/2019 JGO Table Of Contents Cover PageCover Page Design Calculations Cover Page Design Calculations Front Side Wall Calculations Cover Page Design Calculations Front Side Wall Calculations Back Side Wall Calculations Cover Page Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Cover Page Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Cover Page Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Rigid Frame Calculations Cover Page Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Rigid Frame Calculations Rigid Frame Calculations Cover Page Design Calculations Front Side Wall Calculations Back Side Wall Calculations Left End Wall Calculations Right End Wall Calculations Rigid Frame Calculations Rigid Frame Calculations 11 3 30 48 69 112 189 211 - 1 - 1 - 29 - 47 - 68 - 111 - 188 - 210 - 232 Page 2 Of 232 Nucor Building Systems P.O. Box 907 1050 North Watery Lane Brigham City, UT 84302 STRUCTURAL DESIGN CALCULATIONS FOR Steel Design LLC 4409 Haroldsen Drive Idaho Falls, ID 83401 Valley Ag Expandable End Wall R1 Idaho Falls, ID 83401 U19M0989A BUILDING LAYOUT Width (ft)= 100.0 Length (ft)= 120.0 Eave Height (ft)= 18.3/ 18.3 Roof Slope (rise/12 )= 1.00/ 1.00 BUILDING LOADS Roof Dead Load (psf )= 3.8 Wall Dead Load Left Endwall (psf )= 3.0 Right Endwall (psf )= 3.5 Front Sidewall(psf )= 4.8 Back Sidewall(psf )= 4.8 Roof Live Load (psf )= 20.0 Frame Live Load (psf )= 12.0 Collateral Load (psf )= 5.0 Snow Load (psf )= 35.0 Wind Speed (mph )= 115.0 Wind Code = IBC 15 Closed/Open = C Exposure = C Internal Wind Coeff = -0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= D Seismic Coeff (Fa*Ss) = 0.74 ------------------------------- Designer : JGO Detailer : MBS Page 3 Of 232 11/25/19 ================================================================================ U19M0989A Design Loads For Building Components: 11/25/19 1:57pm ================================================================================ FRONT SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 25.4 0.44 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 7.33 0.00 7.33 0.00 1.11 1.23 1.11 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 22.2 -24.5 .. Girt/Header 27.5 -29.7 .. Panel 22.2 -24.5 .. Jamb 0.0 0.0 .. Parapet BACK SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 25.4 0.44 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 7.33 0.00 7.33 0.00 1.11 1.23 1.11 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 22.2 -24.5 .. Girt/Header 27.5 -29.7 .. Panel 22.2 -24.5 .. Jamb 0.0 0.0 .. Parapet LEFT ENDWALL: -------------- BASIC LOADS: Page 4 Of 232 Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 3.8 5.0 18.0 35.0 0.0 25.4 0.44 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 7.33 0.00 7.33 0.00 1.11 1.23 1.11 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 3.00 0.00 0.00 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 22.2 -24.5 .. Column 22.2 -24.5 .. Girt/Header 22.2 -24.5 .. Jamb 27.5 -29.7 .. Panel 45.6 -37.6 .. Parapet 38.1 -25.4 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- Long Surface Id Left Right Left Right Wind Friction 1 0.40 -0.60 0.77 -0.23 -0.66 0.00 2 -1.19 -0.69 -0.83 -0.33 -1.19 0.00 3 -0.69 -1.19 -0.33 -0.83 -0.69 0.00 4 -0.60 0.40 -0.23 0.77 -0.66 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 111 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 Page 5 Of 232 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 Page 6 Of 232 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 Page 7 Of 232 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 73 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 74 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 75 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 76 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 77 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 78 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 79 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 87 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 91 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 92 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 93 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 94 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 95 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 96 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 97 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 98 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 99 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 100 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 101 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 Page 8 Of 232 102 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 103 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 104 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 105 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 106 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 107 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 108 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 109 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 110 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 111 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 8 1 MIN_SNOW 2 1 1.00 2 1.00 2 E1UNB_SL_L 3 3 0.30 4 1.00 5 0.49 3 E1UNB_SL_R 3 4 0.30 3 1.00 6 0.49 4 E1PAT_LL_1 2 7 1.00 9 1.00 5 E1PAT_LL_2 2 8 1.00 10 1.00 6 E1PAT_LL_3 3 7 1.00 8 1.00 10 1.00 7 E1PAT_LL_4 2 8 1.00 9 1.00 8 E1PAT_LL_5 3 9 1.00 10 1.00 7 1.00 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 10 1 2 U_SNOW D -0.26 -0.26 0.08 0.00 50.17 2 3 U_SNOW D -0.26 -0.26 -0.08 0.00 50.17 3 3 U_SNOW D -0.45 -0.45 -0.08 0.00 50.17 4 2 U_SNOW D -0.45 -0.45 0.08 0.00 50.17 5 2 U_SNOW D -0.45 -0.45 0.08 23.31 50.17 6 3 U_SNOW D -0.45 -0.45 -0.08 0.00 26.87 7 2 U_LIVE D -0.23 -0.23 0.08 0.00 25.09 8 2 U_LIVE D -0.23 -0.23 0.08 25.09 50.17 9 3 U_LIVE D -0.23 -0.23 -0.08 0.00 25.09 10 3 U_LIVE D -0.23 -0.23 -0.08 25.09 50.17 STEPPED LOAD COEFFICIENTS: Page 9 Of 232 Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDL1 - 2 2 45.83 1.00 50.17 0.57 WINDR1 - 3 2 4.34 0.57 50.17 1.00 WINDL2 - 2 2 45.83 1.00 50.17 0.39 WINDR2 - 3 2 4.34 0.39 50.17 1.00 RIGHT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 3.8 5.0 20.0 35.0 0.0 25.4 0.44 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 7.33 0.00 7.33 0.00 1.11 1.23 1.11 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 3.50 0.00 5.89 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 22.2 -24.5 .. Column 22.2 -24.5 .. Girt/Header 22.2 -24.5 .. Jamb 27.5 -29.7 .. Panel 45.6 -37.6 .. Parapet 38.1 -25.4 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- Long Surface Id Left Right Left Right Wind Friction 1 0.40 -0.60 0.77 -0.23 -0.66 0.00 2 -1.19 -0.69 -0.83 -0.33 -1.19 0.00 3 -0.69 -1.19 -0.33 -0.83 -0.69 0.00 4 -0.60 0.40 -0.23 0.77 -0.66 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 105 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 10 Of 232 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 Page 11 Of 232 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 12 Of 232 0.00 0.45 0.00 0.00 2 0.75 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 73 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 86 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 87 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 90 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 92 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 93 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 94 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 95 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 96 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 Page 13 Of 232 0.60 0.00 0.00 0.00 0 0.00 97 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 98 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 99 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 100 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 101 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 102 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 103 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 104 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 105 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 8 1 MIN_SNOW 2 1 1.00 2 1.00 2 E2UNB_SL_L 3 3 0.30 4 1.00 5 0.49 3 E2UNB_SL_R 3 4 0.30 3 1.00 6 0.49 4 E2PAT_LL_1 2 7 1.00 9 1.00 5 E2PAT_LL_2 2 8 1.00 10 1.00 6 E2PAT_LL_3 3 7 1.00 8 1.00 10 1.00 7 E2PAT_LL_4 2 8 1.00 9 1.00 8 E2PAT_LL_5 3 9 1.00 10 1.00 7 1.00 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 10 1 2 U_SNOW D -0.25 -0.25 0.08 0.00 50.17 2 3 U_SNOW D -0.25 -0.25 -0.08 0.00 50.17 3 3 U_SNOW D -0.44 -0.44 -0.08 0.00 50.17 4 2 U_SNOW D -0.44 -0.44 0.08 0.00 50.17 5 2 U_SNOW D -0.44 -0.44 0.08 23.31 50.17 6 3 U_SNOW D -0.44 -0.44 -0.08 0.00 26.87 7 2 U_LIVE D -0.22 -0.22 0.08 0.00 25.09 8 2 U_LIVE D -0.22 -0.22 0.08 25.09 50.17 9 3 U_LIVE D -0.22 -0.22 -0.08 0.00 25.09 10 3 U_LIVE D -0.22 -0.22 -0.08 25.09 50.17 STEPPED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- Page 14 Of 232 No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDL1 - 2 2 45.83 1.00 50.17 0.57 WINDR1 - 3 2 4.34 0.57 50.17 1.00 WINDL2 - 2 2 45.83 1.00 50.17 0.39 WINDR2 - 3 2 4.34 0.39 50.17 1.00 ROOFDES: -------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Surface Seis % Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 3.8 5.0 20.0 35.0 0.0 25.4 0.44 0.00 0.00 1.197 0.20 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_Roof 16.0 -27.5 .. Purlins 16.0 -30.0 .. Panels 14.7 -2.8 -17.5 .. Long Bracing, Building 20.1 -6.4 .. Long Bracing, Wall Edge Zone 38.1 -25.4 20.3 .. Long Bracing, Facia/Parapet EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id Width Length Press Suct Press Suct 1 2 6 1 0.00 0.00 1.00 1.00 1.00 1.00 3 0.00 7.33 1.00 1.18 1.00 1.68 4 7.33 0.00 1.00 1.18 1.00 1.68 5 0.00 7.33 1.00 1.18 1.00 1.68 7 7.33 7.33 1.00 1.18 1.00 2.53 8 7.33 7.33 1.00 1.18 1.00 2.53 3 6 1 0.00 0.00 1.00 1.00 1.00 1.00 3 0.00 7.33 1.00 1.18 1.00 1.68 5 0.00 7.33 1.00 1.18 1.00 1.68 6 7.33 0.00 1.00 1.18 1.00 1.68 9 7.33 7.33 1.00 1.18 1.00 2.53 10 7.33 7.33 1.00 1.18 1.00 2.53 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 PURLIN DESIGN LOADS: Surf --Load- --Add_Snow- Wind Wind Aux_Load Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 22 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 8 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 9 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0 0.00 Page 15 Of 232 11 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 14 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 15 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 16 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 17 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 18 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 19 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 20 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 21 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 22 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 8 1.00 3 22 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 8 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 9 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0 0.00 11 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0 0.00 12 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 13 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 14 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 15 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 16 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 17 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 18 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 19 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 20 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 21 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 22 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 8 1.00 BRACING DESIGN LOADS: --Load- --Add_Snow- Wind Wind Seis Aux_Load No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 14 1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 11 1.05 1.05 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.05 1.05 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 13 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 14 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coef 8 1 MIN_SNOW 2 1 1.00 2 1.00 2 PAT_SL_1 1 3 0.50 3 PAT_SL_2 1 7 0.50 Page 16 Of 232 4 PAT_SL_3 2 3 0.50 4 0.50 5 PAT_SL_4 2 4 0.50 5 0.50 6 PAT_SL_5 2 5 0.50 6 0.50 7 PAT_SL_6 2 6 0.50 7 0.50 8 UNB_SL 4 8 1.00 9 0.49 10 1.00 11 0.49 ADDITIONAL LOADS: No. Add Surf Basic Load Fy Dx .. Conc Add Id Id Load Type W1 W2 Dx1 Dx2 .. Dist 11 1 2 U_SNOW D -20.0 -20.0 0.0 50.2 2 3 U_SNOW D -20.0 -20.0 0.0 50.2 3 0 U_SNOW D -35.0 -35.0 0.0 24.0 4 0 U_SNOW D -35.0 -35.0 24.0 48.0 5 0 U_SNOW D -35.0 -35.0 48.0 72.0 6 0 U_SNOW D -35.0 -35.0 72.0 96.0 7 0 U_SNOW D -35.0 -35.0 96.0 120.0 8 2 U_SNOW D -35.0 -35.0 0.0 50.2 9 2 U_SNOW D -35.0 -35.0 23.3 50.2 10 3 U_SNOW D -35.0 -35.0 0.0 50.2 11 3 U_SNOW D -35.0 -35.0 0.0 26.9 RIGID FRAME # 1: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 3.8 5.0 12.0 35.0 0.0 25.4 0.44 0 BASIC LOADS AT EAVE: Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 4.93 0.00 0.00 0.00 0.00 0.00 0.00 2.31 5.89 WIND COEFFICIENTS: Surf --Wind_1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.25 -0.53 0.65 -0.12 -0.63 -0.63 0.00 2 -0.87 -0.55 -0.51 -0.19 -0.87 -0.55 0.00 3 -0.55 -0.87 -0.19 -0.51 -0.55 -0.87 0.00 4 -0.53 0.25 -0.12 0.65 -0.63 -0.63 0.00 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --Wind_1- --Wind_2- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 17 Of 232 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 Page 18 Of 232 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.70 0.00 0 0.00 46 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.40 -0.70 0.00 0 0.00 47 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 0.21 0.00 0 0.00 56 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.35 -0.21 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 58 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 59 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 60 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 19 Of 232 0.00 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 3 0.75 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 3 1 MIN_SNOW 2 1 1.00 2 1.00 2 F1UNB_SL_L 3 3 0.30 4 1.00 5 0.49 3 F1UNB_SL_R 3 4 0.30 3 1.00 6 0.49 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 U_SNOW D -0.48 -0.48 0.080 0.00 50.17 2 3 U_SNOW D -0.48 -0.48 -0.080 0.00 50.17 3 3 U_SNOW D -0.83 -0.83 -0.080 0.00 50.17 4 2 U_SNOW D -0.83 -0.83 0.080 0.00 50.17 5 2 U_SNOW D -0.83 -0.83 0.080 23.31 50.17 6 3 U_SNOW D -0.83 -0.83 -0.080 0.00 26.87 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDL1 2 2 45.83 1.00 50.17 0.63 WINDR1 3 2 4.34 0.63 50.17 1.00 WINDL2 2 2 45.83 1.00 50.17 0.37 WINDR2 3 2 4.34 0.37 50.17 1.00 RIGID FRAME # 2: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 3.8 5.0 12.0 35.0 0.0 25.4 0.44 0 BASIC LOADS AT EAVE: Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 4.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 20 Of 232 WIND COEFFICIENTS: Surf --Wind_1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.40 -0.59 0.76 -0.23 -0.66 -0.66 0.00 2 -1.19 -0.69 -0.83 -0.33 -1.19 -0.69 0.00 3 -0.69 -1.19 -0.33 -0.83 -0.69 -1.19 0.00 4 -0.59 0.40 -0.23 0.76 -0.66 -0.66 0.00 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --Wind_1- --Wind_2- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 21 Of 232 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.70 0.00 0 0.00 46 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.40 -0.70 0.00 0 0.00 47 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 22 Of 232 0.00 -0.70 0.00 0 0.00 55 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 0.21 0.00 0 0.00 56 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.35 -0.21 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 58 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 59 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 60 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 3 0.75 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 3 1 MIN_SNOW 2 1 1.00 2 1.00 2 F2UNB_SL_L 3 3 0.30 4 1.00 5 0.49 3 F2UNB_SL_R 3 4 0.30 3 1.00 6 0.49 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 U_SNOW D -0.48 -0.48 0.080 0.00 50.17 2 3 U_SNOW D -0.48 -0.48 -0.080 0.00 50.17 3 3 U_SNOW D -0.83 -0.83 -0.080 0.00 50.17 4 2 U_SNOW D -0.83 -0.83 0.080 0.00 50.17 5 2 U_SNOW D -0.83 -0.83 0.080 23.31 50.17 6 3 U_SNOW D -0.83 -0.83 -0.080 0.00 26.87 Page 23 Of 232 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDL1 2 2 45.83 1.00 50.17 0.57 WINDR1 3 2 4.34 0.57 50.17 1.00 WINDL2 2 2 45.83 1.00 50.17 0.39 WINDR2 3 2 4.34 0.39 50.17 1.00 ================================================================================ U19M0989A Reactions, Anchor Bolts, & Base Plates:11/25/19 1:57pm ================================================================================ ----- ----- -----Foundation_Loads(k )----- --------- ----------------- Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base_Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 B 8 3.3 0.1 9 -3.0 0.1 4 0.750 8.20 8.00 0.375 10 0.0 0.2 1 C 8 3.6 0.1 9 -3.3 0.1 4 0.750 8.20 8.00 0.375 10 0.0 0.2 1 D 8 3.3 0.1 9 -3.0 0.1 4 0.750 8.20 8.00 0.375 10 0.0 0.2 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 6 E 11 1.7 -1.8 12 -1.5 -1.8 4 0.750 8.20 8.00 0.375 1 0.0 5.9 13 1.7 -1.8 6 D 13 3.5 -5.9 14 -3.2 -5.9 4 0.750 8.20 8.00 0.375 15 0.0 22.6 13 3.5 -5.9 6 C 8 4.0 -2.6 9 -3.6 -2.6 4 0.750 8.20 8.00 0.375 1 0.0 11.7 8 4.0 -2.6 6 B 8 3.5 -5.9 9 -3.2 -5.9 4 0.750 8.20 8.00 0.375 16 0.0 22.6 8 3.5 -5.9 6 A 17 1.7 -1.8 18 -1.5 -1.8 4 0.750 8.20 8.00 0.375 1 0.0 5.9 8 1.7 -1.8 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 2* A 1 51.2 58.9 2 -10.4 -10.5 8 1.000 8.00 20.00 0.375 3 1.8 -26.8 2* E 4 10.4 -10.5 1 -51.2 58.9 8 1.000 8.00 20.00 0.375 1 -51.2 58.9 3 -5.2 -25.7 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 A 1 51.2 58.9 2 -14.1 -15.5 8 1.000 8.00 20.00 0.375 3 2.4 -26.6 1 E 4 14.1 -15.5 1 -51.2 58.9 8 1.000 8.00 20.00 0.375 1 -51.2 58.9 3 -4.6 -25.9 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- ----------------------------------------------------------------------------- 2* Frame Lines:2 3 4 5 LOAD COMBINATIONS: ------------------ Id Combination ---- ------------------------------ 1 Dead+Collateral+Snow 2 0.6Dead+0.6Wind_Left1 3 0.53Dead+0.21Seismic_Left+1.35Seismic_LongL 4 0.6Dead+0.6Wind_Right1 5 Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2L Page 24 Of 232 6 0.53Dead+0.7Seismic_LongL 7 0.53Dead+0.7Seismic_LongR 8 0.6Dead+0.6Wind_Suction+0.6Wind_Long2L 9 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L 10 1.07Dead+1.07Collateral+0.7Seismic_LongR 11 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 12 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 13 0.6Dead+0.6Wind_Suction+0.6Wind_Long1L 14 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1L 15 Dead+Collateral+E2UNB_SL_L 16 Dead+Collateral+E2UNB_SL_R 17 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 18 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure ================================================================================ U19M0989A Bracing Reactions Report: 11/25/19 1:57pm ================================================================================ BUILDING BRACING REACTIONS: --------------------------- ------Reactions(k )------- ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seismic Notes ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- L_EW 1 (h) F_SW E 1 ,2 10.04 7.12 24.71 17.52 R_EW 6 (i) B_SW A 2 ,1 10.04 7.12 24.71 17.52 ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- (h)Rigid frame at endwall (i)Bracing in roof to rigid frame Reaction values shown are unfactored. Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 ================================================================================ U19M0989A Additional Reactions Report: 11/25/19 1:57pm ================================================================================ Rigid Frame Column Reactions(k ) -------------------------------- Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A 6.6 8.5 5.6 6.3 13.4 15.1 39.0 44.1 -23.9 -26.0 2* E -6.6 8.5 -5.6 6.3 -13.4 15.1 -39.0 44.1 13.3 -18.6 Frame Col Wind_Right1 Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Page 25 Of 232 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A -13.3 -18.6 -16.1 -14.5 -5.5 -7.1 -16.0 -25.2 -16.8 -20.3 2* E 23.9 -26.0 5.5 -7.1 16.1 -14.5 16.8 -20.3 16.0 -25.2 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- F1UNB_SL_L F1UNB_SL_R Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* A -8.3 -2.7 8.3 2.7 22.3 25.2 32.4 43.9 32.5 25.0 2* E -8.3 2.7 8.3 -2.7 -22.3 25.2 -32.5 25.0 -32.4 43.9 ------------------------------------------------------------------------------ Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 A 6.6 8.5 5.6 6.3 13.4 15.1 39.0 44.1 -30.1 -34.3 1 E -6.6 8.5 -5.6 6.3 -13.4 15.1 -39.0 44.1 19.9 -24.5 Frame Col Wind_Right1 Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 A -19.9 -24.5 -22.1 -22.8 -11.9 -13.0 -22.0 -34.0 -23.4 -26.2 1 E 30.1 -34.3 11.9 -13.0 22.1 -22.8 23.4 -26.2 22.0 -34.0 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- F2UNB_SL_L F2UNB_SL_R Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 A -5.2 -1.7 5.2 1.7 22.3 25.2 32.4 43.9 32.5 25.0 1 E -5.2 1.7 5.2 -1.7 -22.3 25.2 -32.5 25.0 -32.4 43.9 ------------------------------------------------------------------------------ 2* Frame Lines:2 3 4 5 Endwall Column Reactions(k ) ----------------------------- Wind Wind Frame Col Dead Press Suct Line Line Vert Horz Horz ----- ---- ----- ----- ----- 1 B 0.2 -5.0 5.5 1 C 0.2 -5.5 6.0 1 D 0.2 -5.0 5.5 ------------------------------------------------------------------------------ Wind Wind Wind Wind Frame Col Dead Collat Live Snow Left1 Right1 Left2 Right2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 6 E 0.8 0.6 2.5 4.4 -3.8 -2.2 -2.5 -1.0 6 D 2.5 2.0 8.1 14.2 -12.2 -7.2 -8.6 -3.4 6 C 1.6 1.2 5.0 8.8 -5.3 -5.3 -3.0 -3.0 6 B 2.5 2.0 8.1 14.2 -7.2 -12.2 -3.4 -8.6 6 A 0.8 0.6 2.5 4.4 -2.2 -3.8 -1.0 -2.5 Wind Wind Wind Wind Seismic Seismic Page 26 Of 232 Frame Col Press Suct Long1 Long2 Left Right --MIN_SNOW-- Line Line Horz Horz Vert Vert Vert Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 6 E -2.5 2.9 -3.8 -2.2 0.05 0.1 0.0 2.5 6 D -5.3 5.8 -12.3 -7.1 -0.2 -0.2 0.0 8.1 6 C -6.0 6.6 -5.9 -5.9 0.1 0.1 0.0 5.0 6 B -5.3 5.8 -7.1 -12.3 -0.2 -0.2 0.0 8.1 6 A -2.5 2.9 -2.2 -3.8 0.1 0.05 0.0 2.5 Frame Col -E2UNB_SL_L- -E2UNB_SL_R- -E2PAT_LL_1- -E2PAT_LL_2- Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 6 E 0.0 4.1 0.0 1.3 0.0 2.7 0.0 -0.4 6 D 0.0 18.1 0.0 4.3 0.0 3.6 0.0 3.7 6 C 0.0 8.2 0.0 8.2 0.0 2.3 0.0 2.3 6 B 0.0 4.3 0.0 18.1 0.0 3.7 0.0 3.6 6 A 0.0 1.3 0.0 4.1 0.0 -0.4 0.0 2.7 Frame Col -E2PAT_LL_3- -E2PAT_LL_4- -E2PAT_LL_5- Line Line Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- 6 E 0.0 2.3 0.0 -0.4 0.0 2.5 6 D 0.0 7.3 0.0 3.7 0.0 3.6 6 C 0.0 1.9 0.0 5.2 0.0 1.9 6 B 0.0 3.6 0.0 3.7 0.0 7.3 6 A 0.0 2.5 0.0 -0.4 0.0 2.3 ------------------------------------------------------------------------------ ================================================================================ U19M0989A Seismic Design Report: 11/25/19 1:57pm ================================================================================ Building Data ------------- Code =IBC 15 Length = 120.00 Width = 100.00 Left Eave Height = 18.33 Right Eave Height = 18.33 Seismic Formula --------------- Base Shear, V = 0.667*Ie*Fa*Ss*W/R Vmin = 0.044*Sds*Ie*W Vmax = Sd1*Ie*W/(T*R) T(Moment_Frame) = 0.313 Shear Force, E = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) T(Braced_Frame) = 0.192 Shear Force, Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Page 27 Of 232 Fa*Ss = 0.737 Zone/Design Category= D Ie = 1.000 S1 = 0.171 Sd1 = 0.241 Sds = 0.491 Seismic Dead Load, W -------------------- Frame Dead = 4.50 (psf ) Roof Dead = 3.75 (psf ) Collateral = 5.00 (psf ) Snow ( 20%)= 7.00 (psf ) Roof Total = 20.25 (psf ) , Weight= 243.00 (k ) L_EW Dead = 3.00 (psf ) , Weight= 3.06 (k ) F_SW Dead = 4.75 (psf ) , Weight= 5.22 (k ) R_EW Dead = 3.50 (psf ) , Weight= 3.57 (k ) B_SW Dead = 4.75 (psf ) , Weight= 5.22 (k ) ------- Total = 260.09 (k ) Seismic Forces -------------- Roof Bracing R = 3.25, Rho= 1.30 Cs = 0.1512 W = 249.64 (k ) Force, V = 37.74 (k ) Force, E = 49.08 (k ) Sidewall Bracing Front R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.1512 W = 155.67 (k ) Force, V = 23.54 (k ) Force, Em = 47.08 (k ) Force, E = 30.61 (k ) Back R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.1512 W = 155.67 (k ) Force, V = 23.54 (k ) Force, Em = 47.08 (k ) Force, E = 30.61 (k ) Endwall Bracing Right R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.1512 W = 29.96 (k ) Force, V = 4.53 (k ) Force, Em = 9.06 (k ) Force, E = 5.89 (k ) Rigid Frames R = 3.50, Rho= 1.30 Cs = 0.1404 Frame 1 W = 54.03 (k ) Force, V = 7.59 (k ) Force, E = 9.86 (k ) Frame 2 W = 54.03 (k ) Page 28 Of 232 Force, V = 7.59 (k ) Force, E = 9.86 (k ) End Plates Frame R = 3.50, Rho= 1.00, Omega= 3.00 Total Base Shear Longitudinal Force, V = 47.08 (k ) Transverse Force, V = 42.46 (k ) Page 29 Of 232 *=============================================================================== *U19M0989A Sidewall Design Input 11/25/19 1:55pm *=============================================================================== *( 1)JOBID: 'U19M0989A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS12 ' 'AISC10' '----' 'IBC ' '15' 'IBC 15 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * Stress_Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 60. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'Y' '2' '3' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 100.0000 120.0000 'Y ' '-' 0.000 20.000 'N ' '-' 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 18.3333 8.000 50.0000 22.5000 10.000 100.0000 18.3333 10.000 100.0000 0.0000 8.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 5 24.0000 1 24.0000 1 24.0000 1 24.0000 1 24.0000 1 Page 30 Of 232 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Member_Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 3 1 2 20.0000 14.0000 2.0000 85 0.0000 4.000 0.000 'Y' 'CU' 'CU' '--------' '--------' '--------' '--------' 2 3 3.3333 7.1667 2.0000 11 0.0000 4.000 0.000 'Y' 'CU' 'CU' '--------' '--------' '--------' '--------' 3 4 20.0000 14.0000 2.0000 85 0.0000 4.000 0.000 'Y' 'CU' 'CU' '--------' '--------' '--------' '--------' *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 1 2 'P' 'O' 1 5 0.0000 0.0000 0.3333 '-' '-' 'A' 'N' 'Y' '--------' '-' 90.0 60.0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 10.0000 8.000 0.0000 7.5000 *(14)GIRT LOCATION: * Set * Loc No. Location 'Y' 2 7.5000 14.0000 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam 'CW6-80 ' '-' 'Y' 0.000 'O' 6.000 '--------' 'N' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical_Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth Page 31 Of 232 *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: * ---Deflection--- Wind * Basic Load_Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 25.4 1.00 0.44 1.00 0.60 4.75 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 7.330 0.000 7.330 0.000 1.11 1.23 1.11 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 22.2 -24.5 .. Girt/Header 27.5 -29.7 .. Panel 22.2 -24.5 .. Jamb 0.0 0.0 .. Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion_Location 0 *(27)BEAMS: * Bay *No. Id Use Offset Height 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 * Code files used: * IBC.15 * EW_IBC.15 Version 4.0 ================================================================================ U19M0989A Wall 2 - Design Code 11/25/19 1:55pm Page 32 Of 232 ================================================================================ STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12 BUILDING CODE: Wind Code : IBC 15 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U19M0989A Wall 2 - Bypass Girt Layout 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z075 1.67 24.00 22.33 0.00 0.00 82.2 WS 0.97 Moment D 2 08Z075 0.00 2.00 1.67 0.00 0.00 6.1 WS 0.76 Mom+Shr D 2 2 08Z067 22.00 24.00 1.67 0.00 0.00 5.5 WS 0.80 Mom+Shr D 3 08Z067 0.00 24.00 24.00 0.00 0.00 78.9 WS 0.98 Moment D 4 08Z067 0.00 2.00 1.67 0.00 0.00 5.5 WS 0.80 Mom+Shr D 3 4 08Z089 22.00 24.00 1.67 0.00 0.00 7.3 WS 0.55 Mom+Shr D 5 08Z089 0.00 24.00 23.67 0.00 0.00 103.4 WS 0.91 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.00 4 1 08Z089 1.67 24.00 22.33 0.00 0.00 97.6 WS 0.96 Moment D 5 2 08C060 0.00 24.00 24.00 0.00 0.00 70.7 WS 0.72 Moment U 6 3 08Z099 0.00 24.00 24.00 0.00 0.00 116.6 WS 0.99 Moment D 7 4 08C060 0.00 24.00 24.00 0.00 0.00 70.7 WS 0.72 Moment U 8 5 08Z099 0.00 24.00 23.67 0.00 0.00 115.0 WS 0.98 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 4 5 --- --- --- --- --- 0 0 0 0 0 ================================================================================ U19M0989A Wall 2 - Girt Design 1 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z075 7.5000 22.33 6.83 0 82.2 0.00 0.70 2 08Z075 7.5000 1.67 6.83 0 6.1 0.00 0.70 ------ Page 33 Of 232 88.4 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.86 -1.17 0.00 -4.06 9.44 3.51 2 2.18 2.03 3.51 1.72 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -1.17 5.02 0.23 MidS -4.06 6.73 0.60 RSup 0.57 -1.06 2 LSup 2.18 5.02 0.43 LSup 3.51 5.99 0.59 LSup 0.68 0.14 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 22.3 1.0 1.0 1.0 1.0 3.5 1.00 1.00 1.00 1.00 1.74 1.00 1.00 1.00 1.00 0.00 2 1.7 1.7 1.7 1.7 1.7 1.7 1.68 1.68 1.68 1.68 1.68 0.00 0.00 0.00 0.00 0.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.00 1.30 0.00 4.56 9.37 -3.91 2 -2.43 -2.26 -3.91 -1.92 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 1.30 5.02 0.26 MidS 4.56 4.71 0.97 RSup 0.64 1.20 2 LSup -2.43 5.02 0.48 LSup -3.91 6.73 0.58 LSup 0.76 -0.15 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 34 Of 232 --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 22.3 18.8 18.8 18.8 18.8 1.0 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 2 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.78 2.98 0.88 2.98 2 0.10 -0.11 ================================================================================ U19M0989A Wall 2 - Girt Design 2 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z067 7.5000 1.67 6.83 0 5.5 0.00 0.70 3 08Z067 7.5000 24.00 6.83 0 78.9 0.00 0.70 4 08Z067 7.5000 1.67 6.83 0 5.5 0.00 0.70 ------ 89.9 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -1.71 -1.86 0.00 1.45 0.83 2.97 3 1.10 -1.09 2.97 -3.61 12.06 2.97 4 1.86 1.71 2.97 1.45 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -1.86 3.57 0.52 RSup 2.97 5.16 0.58 RSup 0.73 0.16 3 LSup 1.10 3.57 0.31 MidS -3.61 5.84 0.62 LSup 0.60 -1.16 4 LSup 1.86 3.57 0.52 LSup 2.97 5.16 0.58 LSup 0.73 0.16 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 35 Of 232 --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 1.7 1.7 1.7 1.7 1.7 1.7 1.68 1.68 1.68 1.68 1.68 0.00 0.00 0.00 0.00 0.00 3 24.0 2.0 1.0 1.0 1.0 3.2 1.40 1.00 1.00 1.00 1.77 0.32 1.00 1.00 1.00-0.02 4 1.7 1.7 1.7 1.7 1.7 1.7 1.69 1.69 1.69 1.69 1.69 0.00 0.00 0.00 0.00 0.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 1.88 2.05 0.00 -1.60 0.83 -3.28 3 -1.22 1.21 -3.28 3.99 12.06 -3.28 4 -2.05 -1.88 -3.28 -1.60 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 2.05 3.57 0.57 RSup -3.28 5.84 0.56 RSup 0.80 -0.18 3 LSup -1.22 3.57 0.34 MidS 3.99 4.09 0.98 LSup 0.66 1.28 4 LSup -2.05 3.57 0.57 LSup -3.28 5.84 0.56 LSup 0.80 -0.18 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 24.0 1.0 15.5 15.5 15.5 1.0 1.00 1.10 1.10 1.10 1.00 1.00 0.04 0.04 0.04 1.00 4 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 0.12 -0.13 3 -0.85 3.20 0.94 3.20 4 0.12 -0.13 ================================================================================ U19M0989A Wall 2 - Girt Design 3 (Locate 7.50) 11/25/19 1:55pm ================================================================================ Page 36 Of 232 GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 4 08Z089 7.5000 1.67 6.83 0 7.3 0.00 0.70 5 08Z089 7.5000 23.67 6.83 0 103.4 0.00 0.70 ------ 110.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -2.03 -2.18 0.00 1.72 0.83 3.51 5 1.23 -0.93 3.51 -4.74 13.46 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup -2.18 8.43 0.26 RSup 3.51 7.53 0.47 RSup 0.49 0.17 5 LSup 1.23 8.43 0.15 MidS -4.74 8.13 0.58 RLap 0.47 -1.21 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 1.7 1.7 1.7 1.7 1.7 1.7 1.68 1.68 1.68 1.68 1.68 0.00 0.00 0.00 0.00 0.00 5 23.7 3.3 1.0 1.0 1.0 1.0 1.73 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 2.26 2.43 0.00 -1.92 0.83 -3.91 5 -1.37 1.09 -3.91 5.37 13.56 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 37 Of 232 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup 2.43 8.43 0.29 RSup -3.91 8.13 0.48 RSup 0.55 -0.19 5 LSup -1.37 8.43 0.16 MidS 5.37 5.89 0.91 RLap 0.54 1.37 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 23.7 1.0 20.4 20.4 20.4 20.4 1.00 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 0.12 -0.14 5 -0.89 3.16 1.01 3.16 ================================================================================ U19M0989A Wall 2 - Girt Design 4 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z089 14.0000 22.33 5.33 0 97.6 0.00 0.61 ------ 97.6 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.79 -0.79 0.00 -4.43 11.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.79 8.43 0.09 MidS -4.43 8.13 0.54 RLap 0.40 -1.12 UNBRACE LENGTHS: Page 38 Of 232 Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 22.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.92 0.88 0.00 4.96 11.10 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.92 8.43 0.11 MidS 4.96 5.14 0.96 LLap 0.45 1.25 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 22.3 22.3 22.3 22.3 22.3 22.3 1.13 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.82 2.98 0.92 2.98 ================================================================================ U19M0989A Wall 2 - Girt Design 5 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08C060 14.0000 24.00 5.33 0 70.7 0.00 0.61 ------ 70.7 Page 39 Of 232 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.28 -0.42 0.00 -1.95 11.90 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -0.42 2.56 0.17 MidS -1.95 4.86 0.40 RLap 0.32 -0.83 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 24.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.30 0.47 0.00 2.14 12.40 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 0.47 2.56 0.18 MidS 2.14 2.97 0.72 RLap 0.35 0.91 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 24.0 2.0 20.0 20.0 20.0 2.0 1.51 1.09 1.09 1.09 1.58 0.00 0.56 0.56 0.56 0.00 DEFLECTION: (Working Load) Page 40 Of 232 -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.61 3.20 0.66 3.20 ================================================================================ U19M0989A Wall 2 - Girt Design 6 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z099 14.0000 24.00 5.33 0 116.6 0.00 0.61 ------ 116.6 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.85 -0.85 0.00 -5.11 12.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.85 10.82 0.08 MidS -5.11 9.17 0.56 LLap 0.41 -1.34 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 3 24.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.94 0.94 0.00 5.64 12.00 0.00 Page 41 Of 232 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.94 10.82 0.09 MidS 5.64 5.70 0.99 LLap 0.46 1.48 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 3 24.0 24.0 24.0 24.0 24.0 24.0 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 3 -0.99 3.20 1.09 3.20 ================================================================================ U19M0989A Wall 2 - Girt Design 7 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 4 08C060 14.0000 24.00 5.33 0 70.7 0.00 0.61 ------ 70.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.42 -0.28 0.00 -1.95 12.10 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.42 2.56 0.17 MidS -1.95 4.86 0.40 LLap 0.32 -0.83 UNBRACE LENGTHS: Page 42 Of 232 Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 24.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.47 0.30 0.00 2.14 11.60 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -0.47 2.56 0.18 MidS 2.14 2.97 0.72 LLap 0.35 0.91 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 24.0 2.0 20.0 20.0 20.0 2.0 1.58 1.09 1.09 1.09 1.51 0.00 0.56 0.56 0.56 0.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 -0.61 3.20 0.66 3.20 ================================================================================ U19M0989A Wall 2 - Girt Design 8 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 5 08Z099 14.0000 23.67 5.33 0 115.0 0.00 0.61 ------ 115.0 Page 43 Of 232 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 0.84 -0.84 0.00 -4.97 11.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.84 10.82 0.08 MidS -4.97 9.17 0.54 RLap 0.40 -1.27 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 5 23.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.94 0.98 0.00 5.60 11.92 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.98 10.82 0.09 MidS 5.60 5.70 0.98 RLap 0.46 1.43 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 5 23.7 23.7 23.7 23.7 23.7 23.7 1.13 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) Page 44 Of 232 -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 5 -0.93 3.16 1.05 3.16 ================================================================================ U19M0989A Wall 2 - Door Jamb & Header Design 11/25/19 1:55pm ================================================================================ LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 1 2 JambL F08C060 13.67 10.00 40.2 JambR F08C060 13.67 10.00 40.2 2 3 JambL F08C060 7.17 1.67 21.1 JambR F08C060 7.17 1.67 21.1 3 4 JambL F08C060 13.67 10.00 40.2 JambR F08C060 13.67 10.00 40.2 STRENGTH/DEFLECTION: Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 1 JambL WP -1.01 2.5 7.17 3.81 4.3 0.88 0.88 0.24 1.82 WS 1.13 2.5 7.17 -4.29 4.8 0.99 0.99 -0.28 1.82 JambR WP -0.86 2.5 7.17 2.71 4.3 0.65 0.65 0.16 1.82 WS 0.94 2.5 7.17 -2.99 4.8 0.72 0.72 -0.17 1.82 2 JambL WP 0.08 2.5 3.58 -0.14 4.4 0.00 0.03 0.00 0.96 WS -0.09 2.5 3.58 0.16 4.0 0.00 0.04 0.00 0.96 JambR WP 0.08 2.5 3.58 -0.14 4.4 0.00 0.03 0.00 0.96 WS -0.09 2.5 3.58 0.16 4.0 0.00 0.04 0.00 0.96 3 JambL WP -0.86 2.5 7.17 2.72 4.3 0.65 0.65 0.16 1.82 WS 0.94 2.5 7.17 -2.99 4.8 0.72 0.72 -0.17 1.82 JambR WP -1.01 2.5 7.17 3.81 4.3 0.88 0.88 0.24 1.82 WS 1.13 2.5 7.17 -4.29 4.8 0.99 0.99 -0.28 1.82 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction UNBRACED LENGTHS: Available Open -----Minor---- ------Cb------ ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------ ------- ------ ------- ------ ------- ------ 1 JambL 13.67 7.17 7.17 2.22 2.23 0.00 0.00 JambR 13.67 7.17 7.17 2.30 2.30 0.00 0.00 2 JambL 7.17 7.17 7.17 1.14 1.14 0.00 0.00 JambR 7.17 7.17 7.17 1.14 1.14 0.00 0.00 3 JambL 13.67 7.17 7.17 2.30 2.30 0.00 0.00 JambR 13.67 7.17 7.17 2.22 2.23 0.00 0.00 JAMB/GIRT LAYOUT: Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- Page 45 Of 232 1 JambL Base 14.00 7.500 JambR Base 14.00 7.500 2 JambL Base 7.50 JambR Base 7.50 3 JambL Base 14.00 7.500 JambR Base 14.00 7.500 JAMB/GIRT LOADING: Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Load_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------------ 1 JambL WP -0.05 -0.15 -0.133 2.03 WS 0.07 0.18 0.147 -2.26 JambR WP 0.10 0.02 -0.133 1.71 WS -0.11 -0.02 0.147 -1.88 2 JambL WP 0.08 0.08 -0.022 WS -0.09 -0.09 0.024 JambR WP 0.08 0.08 -0.022 WS -0.09 -0.09 0.024 3 JambL WP 0.10 0.02 -0.133 1.71 WS -0.11 -0.02 0.147 -1.88 JambR WP -0.05 -0.15 -0.133 2.03 WS 0.07 0.18 0.147 -2.26 JAMB MOMENTS: Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 1 JambL WP 7.17 3.81 3.81 WS 7.17 -4.29 -4.29 JambR WP 7.17 2.71 2.71 WS 7.17 -2.99 -2.99 2 JambL WP 3.58 -0.14 WS 3.58 0.16 JambR WP 3.58 -0.14 WS 3.58 0.16 3 JambL WP 7.17 2.72 2.72 WS 7.17 -2.99 -2.99 JambR WP 7.17 3.81 3.81 WS 7.17 -4.29 -4.29 ================================================================================ U19M0989A Wall 2 - Panel Design (Bay 1) 11/25/19 1:55pm ================================================================================ PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 CW6-80 CW 26.00 80.0 0.44 18.17 MOMENTS & DEFLECTION: --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.33 7.50 WP 0.0 118.4 -66.8 118.4 87.4 138.5 0.63 -0.25 1.43 WS 0.0 138.5 88.7 138.5 -116.1 118.4 0.98 0.34 1.43 2 7.50 14.00 WP 87.4 138.5 -24.8 118.4 40.5 138.5 0.63 -0.04 1.30 WS -116.1 118.4 32.9 138.5 -53.7 118.4 0.98 0.05 1.30 Page 46 Of 232 3 14.00 18.17 WP 40.5 138.5 -18.4 118.4 0.0 118.4 0.29 -0.02 0.83 WS -53.8 118.4 24.5 138.5 0.0 138.5 0.45 0.02 0.83 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U19M0989A Wall 2 - Panel Zones 11/25/19 1:55pm ================================================================================ PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.019 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.45 2.80 PANEL ZONE LAYOUT: --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 7.33 112.67 2 7.50 6.83 0.060 7.17 2 Lt Edge 0.00 7.33 1 7.50 6.83 0.075 7.17 3 Rt Edge 112.67 120.00 5 7.50 6.83 0.089 7.17 GIRT SCREW CHECK: Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 17.82 0.12 0.26 0.26 0.75 0.47 2 1.00 21.92 0.15 0.32 0.26 0.75 0.58 3 1.00 21.92 0.15 0.38 0.26 0.75 0.58 ================================================================================ U19M0989A Wall 2 - Weight Summary 11/25/19 1:55pm ================================================================================ Girts = 759.54 Jambs/Headers = 203.21 -------- 962.75 ================================================================================ U19M0989A Wall 2 - Warning Summary 11/25/19 1:55pm ================================================================================ .. No Warnings Page 47 Of 232 *=============================================================================== *U19M0989A Sidewall Design Input 11/25/19 1:55pm *=============================================================================== *( 1)JOBID: 'U19M0989A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'B' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS12 ' 'AISC10' '----' 'IBC ' '15' 'IBC 15 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * Stress_Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 60. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'Y' '2' '3' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 100.0000 120.0000 'Y ' '-' 0.000 20.000 'N ' '-' 0.000 0.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 18.3333 8.000 50.0000 22.5000 10.000 100.0000 18.3333 10.000 100.0000 0.0000 8.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 5 24.0000 1 24.0000 1 24.0000 1 24.0000 1 24.0000 1 Page 48 Of 232 *(11)WALL OPENINGS: * Bay Sill Base Set Panel Member_Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 3 7 2 20.0000 14.0000 2.0000 85 0.0000 4.000 0.000 'F' 'CU' 'CU' '--------' '--------' '--------' '--------' 8 3 3.3333 7.1667 19.0000 11 0.0000 4.000 0.000 'F' 'CU' 'CU' '--------' '--------' '--------' '--------' 9 4 20.0000 14.0000 2.0000 85 0.0000 4.000 0.000 'F' 'CU' 'CU' '--------' '--------' '--------' '--------' *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 1 4 'P' 'O' 1 5 0.0000 0.0000 0.3333 '-' '-' 'A' 'N' 'Y' '--------' '-' 90.0 60.0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 10.0000 8.000 0.0000 7.5000 *(14)GIRT LOCATION: * Set * Loc No. Location 'Y' 2 7.5000 14.0000 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam 'CW6-80 ' '-' 'Y' 0.000 'O' 6.000 '--------' 'N' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical_Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth Page 49 Of 232 *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: * ---Deflection--- Wind * Basic Load_Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 25.4 1.00 0.44 1.00 0.60 4.75 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 7.330 0.000 7.330 0.000 1.11 1.23 1.11 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 22.2 -24.5 .. Girt/Header 27.5 -29.7 .. Panel 22.2 -24.5 .. Jamb 0.0 0.0 .. Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion_Location 0 *(27)BEAMS: * Bay *No. Id Use Offset Height 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 * Code files used: * IBC.15 * EW_IBC.15 Version 4.0 ================================================================================ U19M0989A Wall 4 - Design Code 11/25/19 1:55pm Page 50 Of 232 ================================================================================ STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12 BUILDING CODE: Wind Code : IBC 15 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U19M0989A Wall 4 - Bypass Girt Layout 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z089 0.00 24.00 23.67 0.00 0.00 103.4 WS 0.91 Moment D 2 08Z089 0.00 2.00 1.67 0.00 0.00 7.3 WS 0.55 Mom+Shr D 2 2 08Z089 2.00 22.00 19.83 0.00 0.00 86.7 WS 0.96 Moment D 3 2 08Z067 22.00 24.00 1.67 0.00 0.00 5.5 WS 0.80 Mom+Shr D 3 08Z067 0.00 24.00 24.00 0.00 0.00 78.9 WS 0.97 Moment D 4 08Z067 0.00 2.00 1.67 0.00 0.00 5.5 WS 0.80 Mom+Shr D 4 4 08Z089 2.00 22.00 19.83 0.00 0.00 86.7 WS 0.96 Moment D 5 4 08Z075 22.00 24.00 1.67 0.00 0.00 6.1 WS 0.76 Mom+Shr D 5 08Z075 0.00 22.33 22.33 0.00 0.00 82.2 WS 0.97 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.00 6 1 08Z099 0.00 24.00 23.67 0.00 0.00 115.0 WS 0.98 Moment D 7 2 08C060 0.00 24.00 24.00 0.00 0.00 70.7 WS 0.72 Moment U 8 3 08Z099 0.00 24.00 24.00 0.00 0.00 116.6 WS 0.99 Moment D 9 4 08C060 0.00 24.00 24.00 0.00 0.00 70.7 WS 0.72 Moment U 10 5 08Z089 0.00 22.33 22.33 0.00 0.00 97.6 WS 0.96 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 4 5 --- --- --- --- --- 0 0 0 0 0 ================================================================================ U19M0989A Wall 4 - Girt Design 1 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z089 7.5000 23.67 6.83 0 103.4 0.00 0.70 Page 51 Of 232 2 08Z089 7.5000 1.67 6.83 0 7.3 0.00 0.70 ------ 110.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.93 -1.23 0.00 -4.74 10.21 3.51 2 2.18 2.03 3.51 1.72 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -1.23 8.43 0.15 MidS -4.74 8.13 0.58 LLap 0.47 -1.21 2 LSup 2.18 8.43 0.26 LSup 3.51 7.53 0.47 LSup 0.49 0.17 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 23.7 1.0 1.0 1.0 1.0 3.3 1.00 1.00 1.00 1.00 1.73 1.00 1.00 1.00 1.00 0.00 2 1.7 1.7 1.7 1.7 1.7 1.7 1.68 1.68 1.68 1.68 1.68 0.00 0.00 0.00 0.00 0.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.09 1.37 0.00 5.37 10.10 -3.91 2 -2.43 -2.26 -3.91 -1.92 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 1.37 8.43 0.16 MidS 5.37 5.89 0.91 LLap 0.54 1.37 2 LSup -2.43 8.43 0.29 LSup -3.91 8.13 0.48 LSup 0.55 -0.19 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Page 52 Of 232 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 23.7 20.4 20.4 20.4 20.4 1.0 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 2 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.89 3.16 1.01 3.16 2 0.12 -0.14 ================================================================================ U19M0989A Wall 4 - Girt Design 2 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z089 7.5000 19.83 6.83 0 86.7 0.00 0.61 ------ 86.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.90 -0.90 0.00 -4.48 9.92 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.90 8.43 0.11 MidS -4.48 8.13 0.55 LLap 0.40 -0.89 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 19.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Page 53 Of 232 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -1.00 1.00 0.00 4.94 9.92 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -1.00 8.43 0.12 MidS 4.94 5.14 0.96 LLap 0.44 0.98 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 19.8 19.8 19.8 19.8 19.8 19.8 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.65 2.64 0.72 2.64 ================================================================================ U19M0989A Wall 4 - Girt Design 3 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z067 7.5000 1.67 6.83 0 5.5 0.00 0.70 3 08Z067 7.5000 24.00 6.83 0 78.9 0.00 0.70 4 08Z067 7.5000 1.67 6.83 0 5.5 0.00 0.70 ------ 89.9 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: Page 54 Of 232 ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -1.71 -1.86 0.00 1.45 0.83 2.97 3 1.09 -1.10 2.97 -3.61 11.94 2.97 4 1.86 1.71 2.97 1.45 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -1.86 3.57 0.52 RSup 2.97 5.16 0.58 RSup 0.73 0.16 3 RSup -1.10 3.57 0.31 MidS -3.61 5.84 0.62 RSup 0.60 -1.16 4 LSup 1.86 3.57 0.52 LSup 2.97 5.16 0.57 LSup 0.73 0.16 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 1.7 1.7 1.7 1.7 1.7 1.7 1.68 1.68 1.68 1.68 1.68 0.00 0.00 0.00 0.00 0.00 3 24.0 3.2 1.0 1.0 1.0 3.2 1.77 1.00 1.00 1.00 1.78 -0.02 1.00 1.00 1.00-0.02 4 1.7 1.7 1.7 1.7 1.7 1.7 1.69 1.69 1.69 1.69 1.69 0.00 0.00 0.00 0.00 0.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 1.88 2.05 0.00 -1.60 0.83 -3.28 3 -1.21 1.22 -3.28 3.98 11.94 -3.27 4 -2.05 -1.88 -3.27 -1.60 0.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 2.05 3.57 0.57 RSup -3.28 5.84 0.56 RSup 0.80 -0.18 3 RSup 1.22 3.57 0.34 MidS 3.98 4.09 0.97 RSup 0.66 1.28 4 LSup -2.05 3.57 0.57 LSup -3.27 5.84 0.56 LSup 0.80 -0.18 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- Page 55 Of 232 ---- 2 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 24.0 1.0 17.6 17.6 17.6 1.0 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 4 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 0.12 -0.13 3 -0.85 3.20 0.94 3.20 4 0.12 -0.13 ================================================================================ U19M0989A Wall 4 - Girt Design 4 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 4 08Z089 7.5000 19.83 6.83 0 86.7 0.00 0.61 ------ 86.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.90 -0.90 0.00 -4.48 9.92 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.90 8.43 0.11 MidS -4.48 8.13 0.55 RLap 0.40 -0.89 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 19.8 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Page 56 Of 232 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -1.00 1.00 0.00 4.94 9.92 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -1.00 8.43 0.12 MidS 4.94 5.14 0.96 RLap 0.44 0.98 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 19.8 19.8 19.8 19.8 19.8 19.8 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 -0.65 2.64 0.72 2.64 ================================================================================ U19M0989A Wall 4 - Girt Design 5 (Locate 7.50) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 4 08Z075 7.5000 1.67 6.83 0 6.1 0.00 0.70 5 08Z075 7.5000 22.33 6.83 0 82.2 0.00 0.70 ------ 88.4 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Page 57 Of 232 Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -2.03 -2.18 0.00 1.72 0.83 3.51 5 1.17 -0.86 3.51 -4.06 12.89 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup -2.18 5.02 0.43 RSup 3.51 5.99 0.59 RSup 0.68 0.14 5 LSup 1.17 5.02 0.23 MidS -4.06 6.73 0.60 LSup 0.57 -1.06 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 1.7 1.7 1.7 1.7 1.7 1.7 1.68 1.68 1.68 1.68 1.68 0.00 0.00 0.00 0.00 0.00 5 22.3 3.5 1.0 1.0 1.0 1.0 1.74 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 2.26 2.43 0.00 -1.92 0.83 -3.91 5 -1.30 1.00 -3.91 4.56 12.97 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup 2.43 5.02 0.48 RSup -3.91 6.73 0.58 RSup 0.76 -0.15 5 LSup -1.30 5.02 0.26 MidS 4.56 4.71 0.97 LSup 0.64 1.20 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 1.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5 22.3 1.0 18.8 18.8 18.8 18.8 1.00 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 Page 58 Of 232 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 0.10 -0.11 5 -0.78 2.98 0.88 2.98 ================================================================================ U19M0989A Wall 4 - Girt Design 6 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z099 14.0000 23.67 5.33 0 115.0 0.00 0.61 ------ 115.0 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.84 -0.84 0.00 -4.97 11.83 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.84 10.82 0.08 MidS -4.97 9.17 0.54 LLap 0.40 -1.27 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 23.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 59 Of 232 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.98 0.94 0.00 5.60 11.74 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.98 10.82 0.09 MidS 5.60 5.70 0.98 LLap 0.46 1.43 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 1 23.7 23.7 23.7 23.7 23.7 23.7 1.13 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.93 3.16 1.05 3.16 ================================================================================ U19M0989A Wall 4 - Girt Design 7 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08C060 14.0000 24.00 5.33 0 70.7 0.00 0.61 ------ 70.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.28 -0.42 0.00 -1.95 11.90 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -0.42 2.56 0.17 MidS -1.95 4.86 0.40 RLap 0.32 -0.83 Page 60 Of 232 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 24.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.30 0.47 0.00 2.14 12.40 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 0.47 2.56 0.18 MidS 2.14 2.97 0.72 RLap 0.35 0.91 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 2 24.0 24.0 24.0 24.0 24.0 24.0 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 2 -0.61 3.20 0.66 3.20 ================================================================================ U19M0989A Wall 4 - Girt Design 8 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z099 14.0000 24.00 5.33 0 116.6 0.00 0.61 Page 61 Of 232 ------ 116.6 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.85 -0.85 0.00 -5.11 12.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.85 10.82 0.08 MidS -5.11 9.17 0.56 LLap 0.41 -1.34 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 3 24.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.94 0.94 0.00 5.64 12.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.94 10.82 0.09 MidS 5.64 5.70 0.99 LLap 0.46 1.48 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 3 24.0 24.0 24.0 24.0 24.0 24.0 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 Page 62 Of 232 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 3 -0.99 3.20 1.09 3.20 ================================================================================ U19M0989A Wall 4 - Girt Design 9 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 4 08C060 14.0000 24.00 5.33 0 70.7 0.00 0.61 ------ 70.7 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.42 -0.28 0.00 -1.95 12.10 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.42 2.56 0.17 MidS -1.95 4.86 0.40 LLap 0.32 -0.83 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 24.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 63 Of 232 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.47 0.30 0.00 2.14 11.60 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -0.47 2.56 0.18 MidS 2.14 2.97 0.72 LLap 0.35 0.91 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 4 24.0 24.0 24.0 24.0 24.0 24.0 1.14 1.14 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 4 -0.61 3.20 0.66 3.20 ================================================================================ U19M0989A Wall 4 - Girt Design 10 (Locate 14.00) 11/25/19 1:55pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 5 08Z089 14.0000 22.33 5.33 0 97.6 0.00 0.61 ------ 97.6 LOAD ID:0.6Wind_Pressure ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 0.79 -0.79 0.00 -4.43 11.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.79 8.43 0.09 MidS -4.43 8.13 0.54 LLap 0.40 -1.12 Page 64 Of 232 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 5 22.3 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID:0.6Wind_Suction ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.88 0.92 0.00 4.96 11.23 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.92 8.43 0.11 MidS 4.96 5.14 0.96 RLap 0.45 1.25 UNBRACE LENGTHS: Bay Major --------Minor(ft)------- ------------Cb----------- --------Mom1/Mom2------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --------- ---- 5 22.3 22.3 22.3 22.3 22.3 22.3 1.13 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 5 -0.82 2.98 0.92 2.98 ================================================================================ U19M0989A Wall 4 - Door Jamb & Header Design 11/25/19 1:55pm ================================================================================ LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 7 2 JambL F08C060 13.67 10.00 40.2 JambR F08C060 13.67 10.00 40.2 8 3 JambL F08C060 7.17 1.67 21.1 Page 65 Of 232 JambR F08C060 7.17 1.67 21.1 9 4 JambL F08C060 13.67 10.00 40.2 JambR F08C060 13.67 10.00 40.2 STRENGTH/DEFLECTION: Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 7 JambL WP -1.01 2.5 7.17 3.81 4.3 0.88 0.88 0.24 1.82 WS 1.13 2.5 7.17 -4.29 4.8 0.99 0.99 -0.28 1.82 JambR WP -0.86 2.5 7.17 2.72 4.3 0.65 0.65 0.16 1.82 WS 0.94 2.5 7.17 -2.99 4.8 0.72 0.72 -0.17 1.82 8 JambL WP 0.08 2.5 3.58 -0.14 4.4 0.00 0.03 0.00 0.96 WS -0.09 2.5 3.58 0.16 4.0 0.00 0.04 0.00 0.96 JambR WP 0.08 2.5 3.58 -0.14 4.4 0.00 0.03 0.00 0.96 WS -0.09 2.5 3.58 0.16 4.0 0.00 0.04 0.00 0.96 9 JambL WP -0.86 2.5 7.17 2.71 4.3 0.65 0.65 0.16 1.82 WS 0.94 2.5 7.17 -2.99 4.8 0.72 0.72 -0.17 1.82 JambR WP -1.01 2.5 7.17 3.81 4.3 0.88 0.88 0.24 1.82 WS 1.13 2.5 7.17 -4.29 4.8 0.99 0.99 -0.28 1.82 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction UNBRACED LENGTHS: Available Open -----Minor---- ------Cb------ ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------ ------- ------ ------- ------ ------- ------ 7 JambL 13.67 7.17 7.17 2.22 2.23 0.00 0.00 JambR 13.67 7.17 7.17 2.30 2.30 0.00 0.00 8 JambL 7.17 7.17 7.17 1.14 1.14 0.00 0.00 JambR 7.17 7.17 7.17 1.14 1.14 0.00 0.00 9 JambL 13.67 7.17 7.17 2.30 2.30 0.00 0.00 JambR 13.67 7.17 7.17 2.22 2.23 0.00 0.00 JAMB/GIRT LAYOUT: Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 7 JambL Base 14.00 7.500 JambR Base 14.00 7.500 8 JambL Base 7.50 JambR Base 7.50 9 JambL Base 14.00 7.500 JambR Base 14.00 7.500 JAMB/GIRT LOADING: Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Load_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------------ 7 JambL WP -0.05 -0.15 -0.133 2.03 WS 0.07 0.18 0.147 -2.26 JambR WP 0.10 0.02 -0.133 1.71 WS -0.11 -0.02 0.147 -1.88 8 JambL WP 0.08 0.08 -0.022 WS -0.09 -0.09 0.024 Page 66 Of 232 JambR WP 0.08 0.08 -0.022 WS -0.09 -0.09 0.024 9 JambL WP 0.10 0.02 -0.133 1.71 WS -0.11 -0.02 0.147 -1.88 JambR WP -0.05 -0.15 -0.133 2.03 WS 0.07 0.18 0.147 -2.26 JAMB MOMENTS: Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 7 JambL WP 7.17 3.81 3.81 WS 7.17 -4.29 -4.29 JambR WP 7.17 2.72 2.72 WS 7.17 -2.99 -2.99 8 JambL WP 3.58 -0.14 WS 3.58 0.16 JambR WP 3.58 -0.14 WS 3.58 0.16 9 JambL WP 7.17 2.71 2.71 WS 7.17 -2.99 -2.99 JambR WP 7.17 3.81 3.81 WS 7.17 -4.29 -4.29 ================================================================================ U19M0989A Wall 4 - Panel Design (Bay 1) 11/25/19 1:55pm ================================================================================ PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 CW6-80 CW 26.00 80.0 0.44 18.17 MOMENTS & DEFLECTION: --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.33 7.50 WP 0.0 118.4 -66.8 118.4 87.4 138.5 0.63 -0.25 1.43 WS 0.0 138.5 88.7 138.5 -116.1 118.4 0.98 0.34 1.43 2 7.50 14.00 WP 87.4 138.5 -24.8 118.4 40.5 138.5 0.63 -0.04 1.30 WS -116.1 118.4 32.9 138.5 -53.7 118.4 0.98 0.05 1.30 3 14.00 18.17 WP 40.5 138.5 -18.4 118.4 0.0 118.4 0.29 -0.02 0.83 WS -53.8 118.4 24.5 138.5 0.0 138.5 0.45 0.02 0.83 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U19M0989A Wall 4 - Panel Zones 11/25/19 1:55pm ================================================================================ PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.019 80.00 62.00 Page 67 Of 232 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.45 2.80 PANEL ZONE LAYOUT: --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 7.33 112.67 2 7.50 6.83 0.060 7.17 2 Lt Edge 0.00 7.33 1 7.50 6.83 0.089 7.17 3 Rt Edge 112.67 120.00 5 7.50 6.83 0.075 7.17 GIRT SCREW CHECK: Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 17.82 0.12 0.26 0.26 0.75 0.47 2 1.00 21.92 0.15 0.38 0.26 0.75 0.58 3 1.00 21.92 0.15 0.32 0.26 0.75 0.58 ================================================================================ U19M0989A Wall 4 - Weight Summary 11/25/19 1:55pm ================================================================================ Girts = 932.85 Jambs/Headers = 203.21 -------- 1136.05 ================================================================================ U19M0989A Wall 4 - Warning Summary 11/25/19 1:55pm ================================================================================ .. No Warnings Page 68 Of 232 *=============================================================================== *U19M0989A Endwall Design Input 11/25/19 1:55pm *=============================================================================== *( 1)JOBID: 'U19M0989A' *( 2)PROGRAM OPTIONS: * EW Run Run Run Run * Id Col/Raf Girt Brace Panel 'L' 'Y' 'Y' 'N' 'Y' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS12 ' 'AISC10' '----' 'IBC ' '15' 'IBC 15 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress_Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 120. 90. 90. 60. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' '2' '3' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ----------Expand_EW---------- --Roof_Bay-- Frame * Type Width Length Use Opt Extend Offset Flange No. Width Recess 'FF-' 100.0000 120.0000 'Y ' '-' 0.000 20.000 8.000 5 24.0000 1.6667 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 18.3333 8.000 50.0000 22.5000 10.000 100.0000 18.3333 10.000 100.0000 0.0000 8.000 *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 4 25.0000 1 25.0000 1 25.0000 1 25.0000 1 *(11)WALL OPENINGS: Page 69 Of 232 * Bay Sill Base Set Panel Member_Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 0 *(12)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(13)WIDE OPENING & STRUT FRAMING: *-Open- ------Door_Jamb------ Stub Head Back_Brace Strut -Header_Beam- Deflection *No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(14)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(15)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 1 1 'P' 'O' 1 4 0.0000 0.0000 0.3333 '-' '-' 'A' 'N' 'Y' '--------' '-' 90.0 60.0 *(16)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(17)COLUMN PART & ELEVATION: * ---Base--- *No. Id Type Part Opt Rot Depth Elev Opt 5 1 '- ' '--------' '-' '-' 0.000 0.000 '-' 2 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 3 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 4 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 5 '- ' '--------' '-' '-' 0.000 0.000 '-' *(18)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(19)RAFTERS: *Rafter Flange * Same Brace 'Y' 'N' *(20)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 2 2 'CDRW' '--------' '-' '-' 0.000 3 'CDRW' '--------' '-' '-' 0.000 Page 70 Of 232 *(21)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 3 2 0.0000 '--' '-' 3 0.0000 'M ' '-' 3 50.1733 '--' '-' *(22)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'N' 10.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' *(23)GIRT LOCATION: * Set * Loc No. Location 'Y' 3 7.5000 14.0000 19.0000 *(24)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 1 2 3 16 'ZB' '-' '-' '-' *(25)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 2 7.5000 14.0000 4 'ZB' 8.000 0.000 0.000 2 7.5000 14.0000 *(26)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 1.3333 11 3.3400 8.3400 13.3400 18.3400 23.3400 27.5900 31.8400 36.0900 40.3400 44.5900 48.8400 3 0.000 1.3333 11 1.3333 5.5833 9.8333 14.0833 18.3333 22.5833 26.8333 31.8333 36.8333 41.8333 46.8333 *(27)WALL PANELS: * Wall ------Insulation----- -Open_Bay- * Panel Use Thick Part F_SW B_SW 'CW6-80 ' 'O' 6.000 '--------' 'N' 'N' *(28)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(29)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate 'RF ' '-' 0 *(30)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'N' '--' 0.0000 25.0000 75.0000 *(31)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Bracing 72.8 'R ' 0 Page 71 Of 232 *(32)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level_Height 0 *(33)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap 0 *(34)EXTENSION SIZE: *Ext -----Horizontal_Size----- ---------Vertical_Size-------- * Id Height Width Slope Elev Height Slope Project *(35)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(36)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(37)EXTENSION BASIC LOADS: *Ext Ext_Beam Facia/Parapet Parapet_Girt *Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Press Suct *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load_Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 3.8 5.0 18.0 35.0 0.0 25.4 1.00 0.44 1.00 0.60 *(39)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 7.330 0.000 7.330 0.000 1.11 1.23 1.11 *(40)BASIC LOADS AT EAVE: *Seis Seis Seis Torsion_Forces *Dead Girt Load Wind Seismic 3.0 0.0000 4.56 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 9.56 6.78 30.61 21.70 .. Left Column 9.56 6.78 30.61 21.70 .. Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 22.2 -24.5 .. Column 22.2 -24.5 .. Girt/Header 22.2 -24.5 .. Jamb 27.5 -29.7 .. Panel Page 72 Of 232 45.6 -37.6 .. Parapet Girt 38.1 -25.4 .. Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind_1 Wind_2 Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.40 -0.60 0.77 -0.23 -0.66 -0.66 0.00 2 -1.19 -0.69 -0.83 -0.33 -1.19 -0.69 0.00 3 -0.69 -1.19 -0.33 -0.83 -0.69 -1.19 0.00 4 -0.60 0.40 -0.23 0.77 -0.66 -0.66 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 111 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 Page 73 Of 232 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 Page 74 Of 232 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 73 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 74 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 75 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 76 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 77 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 78 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 79 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 75 Of 232 83 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 87 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 91 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 92 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 93 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 94 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 95 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 96 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 97 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 98 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 99 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 100 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 101 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 102 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 103 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 104 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 105 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 106 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 107 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 108 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 109 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 110 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 111 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection Page 76 Of 232 *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 32 112 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 113 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 115 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 116 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 117 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 118 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 119 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 120 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 121 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 122 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 123 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 124 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 125 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 126 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 127 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 128 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 129 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 130 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 131 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 132 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 133 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 134 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 135 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 136 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 137 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 138 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 139 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 Page 77 Of 232 140 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 141 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 142 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 143 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 *(46)AUXILIARY LOADS: * No._Add Add_Load * No. Id Name Combs Id Coef 8 1 'MIN_SNOW ' 2 1 1.00 2 1.00 2 'E1UNB_SL_L' 3 3 0.30 4 1.00 5 0.49 3 'E1UNB_SL_R' 3 4 0.30 3 1.00 6 0.49 4 'E1PAT_LL_1' 2 7 1.00 9 1.00 5 'E1PAT_LL_2' 2 8 1.00 10 1.00 6 'E1PAT_LL_3' 3 7 1.00 8 1.00 10 1.00 7 'E1PAT_LL_4' 2 8 1.00 9 1.00 8 'E1PAT_LL_5' 3 9 1.00 10 1.00 7 1.00 *(47)ADDITIONAL LOADS: * Loc Basic Load FX FY Mom X Y ..Conc * No. Id Id Load Type W1 W2 Co DL1 DL2 ..Unif 10 1 2 'U_SNOW ' 'D ' -0.256 -0.256 0.08 0.00 50.17 2 3 'U_SNOW ' 'D ' -0.256 -0.256 -0.08 0.00 50.17 3 3 'U_SNOW ' 'D ' -0.448 -0.448 -0.08 0.00 50.17 4 2 'U_SNOW ' 'D ' -0.448 -0.448 0.08 0.00 50.17 5 2 'U_SNOW ' 'D ' -0.448 -0.448 0.08 23.31 50.17 6 3 'U_SNOW ' 'D ' -0.448 -0.448 -0.08 0.00 26.87 7 2 'U_LIVE ' 'D ' -0.231 -0.231 0.08 0.00 25.09 8 2 'U_LIVE ' 'D ' -0.231 -0.231 0.08 25.09 50.17 9 3 'U_LIVE ' 'D ' -0.231 -0.231 -0.08 0.00 25.09 10 3 'U_LIVE ' 'D ' -0.231 -0.231 -0.08 25.09 50.17 *(48)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer Page 78 Of 232 *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 'BASE' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(52)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1' '-' 2 2 45.8332 1.000 50.1733 0.575 'WINDR1' '-' 3 2 4.3401 0.575 50.1733 1.000 'WINDL2' '-' 2 2 45.8332 1.000 50.1733 0.391 'WINDR2' '-' 3 2 4.3401 0.391 50.1733 1.000 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame * Id Type No. X_Coord Y_Coord 2 'RF' 9 2.2813 0.3333 3.9479 14.7530 20.1576 17.2745 35.1473 18.0219 50.0000 19.0924 64.8527 18.0219 79.8424 17.2745 96.0521 14.7530 97.7188 0.3333 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Unbalanced snow load left * 3 Unbalanced snow load right * 4 Pattern live load * 5 Pattern live load * 6 Pattern live load * 7 Pattern live load * 8 Pattern live load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description Page 79 Of 232 * 1 Minimum snow load surface 2 * 2 Minimum snow load surface 3 * 3 Unbalanced snow load surface 3 * 4 Unbalanced snow load surface 2 * 5 Unbalanced snow load surface 2 * 6 Unbalanced snow load surface 3 * 7 Pattern live load bay 1 * 8 Pattern live load bay 2 * 9 Pattern live load bay 3 * 10 Pattern live load bay 4 * * Code files used: * IBC.15 * EW_IBC.15 Version 4.0 ================================================================================ U19M0989A Wall 1 - Design Code 11/25/19 1:56pm ================================================================================ STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12 BUILDING CODE: Wind Code : IBC 15 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U19M0989A Wall 1 - Column & Rafter Design 11/25/19 1:56pm ================================================================================ MEMBER LAYOUT: Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.0 Col2 25.0 W08SD089 8.00 13ga 7.25 13ga 17.2 170.9 8 0.82 Mom+Axl Col3 50.0 W08SD089 8.00 13ga 7.25 13ga 18.8 186.6 8 0.99 Mom+Axl Col4 75.0 W08SD089 8.00 13ga 7.25 13ga 17.2 170.9 8 0.82 Mom+Axl Col5 100.0 ------- Total= 528.5 DESIGN ACTIONS/STRENGTH: Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Col2 1 0.17 44.85 0.00 16.85 0.00 17.36 Col2 2 0.17 44.85 0.00 16.85 0.00 17.36 Col2 3 0.17 44.85 0.00 16.85 0.00 17.36 Col2 4 0.17 44.85 0.00 16.85 0.00 17.36 Col2 5 0.17 44.85 0.00 16.85 0.00 17.36 Col2 6 0.17 44.85 0.00 16.85 0.00 17.36 Col2 7 0.17 44.85 2.86 16.85 -12.29 16.54 Page 80 Of 232 Col2 8 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 9 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 10 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 11 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 12 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 13 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 14 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 15 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 16 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 17 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 18 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 19 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 20 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 21 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 22 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 23 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 24 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 25 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 26 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 27 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 28 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 29 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 30 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 31 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 32 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 33 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 34 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 35 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 36 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 37 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 38 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 39 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 40 0.17 44.85 2.15 16.85 -9.22 16.54 Col2 41 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 42 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 43 0.10 44.85 2.86 16.85 -12.29 16.54 Col2 44 0.10 44.85 -3.16 16.85 13.56 16.54 Col2 45 0.10 44.85 2.86 16.85 -12.29 16.54 Col2 46 0.10 44.85 -3.16 16.85 13.56 16.54 Col2 47 0.10 44.85 2.86 16.85 -12.29 16.54 Col2 48 0.10 44.85 -3.16 16.85 13.56 16.54 Col2 49 0.10 44.85 2.86 16.85 -12.29 16.54 Col2 50 0.10 44.85 -3.16 16.85 13.56 16.54 Col2 51 0.10 44.85 2.86 16.85 -12.29 16.54 Col2 52 0.10 44.85 2.86 16.85 -12.29 16.54 Col2 53 0.10 44.85 -3.16 16.85 13.56 16.54 Col2 54 0.10 44.85 -3.16 16.85 13.56 16.54 Col2 55 0.18 44.85 0.00 16.85 0.00 17.36 Col2 56 0.18 44.85 0.00 16.85 0.00 17.36 Col2 57 0.18 44.85 0.00 16.85 0.00 17.36 Col2 58 0.18 44.85 0.00 16.85 0.00 17.36 Col2 59 0.09 44.85 0.00 16.85 0.00 17.36 Col2 60 0.09 44.85 0.00 16.85 0.00 17.36 Col2 61 0.17 44.85 0.00 16.85 0.00 17.36 Col2 62 0.17 44.85 0.00 16.85 0.00 17.36 Col2 63 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 64 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 65 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 66 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 67 0.17 44.85 0.00 16.85 0.00 17.36 Page 81 Of 232 Col2 68 0.17 44.85 0.00 16.85 0.00 17.36 Col2 69 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 70 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 71 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 72 0.17 44.85 -2.37 16.85 10.17 16.54 Col2 73 0.18 44.85 0.00 16.85 0.00 17.36 Col2 74 0.18 44.85 0.00 16.85 0.00 17.36 Col2 75 0.18 44.85 0.00 16.85 0.00 17.36 Col2 76 0.18 44.85 0.00 16.85 0.00 17.36 Col2 77 0.09 44.85 0.00 16.85 0.00 17.36 Col2 78 0.09 44.85 0.00 16.85 0.00 17.36 Col2 79 0.17 44.85 0.00 16.85 0.00 17.36 Col2 80 0.17 44.85 0.00 16.85 0.00 17.36 Col2 81 0.17 44.85 0.00 16.85 0.00 17.36 Col2 82 0.17 44.85 0.00 16.85 0.00 17.36 Col2 83 0.17 44.85 0.00 16.85 0.00 17.36 Col2 84 0.17 44.85 0.00 16.85 0.00 17.36 Col2 85 0.17 44.85 0.00 16.85 0.00 17.36 Col2 86 0.17 44.85 0.00 16.85 0.00 17.36 Col2 87 0.17 44.85 0.00 16.85 0.00 17.36 Col2 88 0.17 44.85 0.00 16.85 0.00 17.36 Col2 89 0.17 44.85 0.00 16.85 0.00 17.36 Col2 90 0.17 44.85 0.00 16.85 0.00 17.36 Col2 91 0.10 44.85 0.00 16.85 0.00 17.36 Col2 92 0.10 44.85 0.00 16.85 0.00 17.36 Col2 93 0.10 44.85 0.00 16.85 0.00 17.36 Col2 94 0.10 44.85 0.00 16.85 0.00 17.36 Col2 95 0.10 44.85 0.00 16.85 0.00 17.36 Col2 96 0.10 44.85 0.00 16.85 0.00 17.36 Col2 97 0.17 44.85 0.00 16.85 0.00 17.36 Col2 98 0.17 44.85 0.00 16.85 0.00 17.36 Col2 99 0.17 44.85 0.00 16.85 0.00 17.36 Col2 100 0.17 44.85 0.00 16.85 0.00 17.36 Col2 101 0.17 44.85 0.00 16.85 0.00 17.36 Col2 102 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 103 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 104 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 105 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 106 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 107 0.17 44.85 2.86 16.85 -12.29 16.54 Col2 108 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 109 0.17 44.85 -3.16 16.85 13.56 16.54 Col2 110 0.18 44.85 0.00 16.85 0.00 17.36 Col2 111 0.18 44.85 0.00 16.85 0.00 17.36 Col3 1 0.19 43.39 0.00 16.85 0.00 17.36 Col3 2 0.19 43.39 0.00 16.85 0.00 17.36 Col3 3 0.19 43.39 0.00 16.85 0.00 17.36 Col3 4 0.19 43.39 0.00 16.85 0.00 17.36 Col3 5 0.19 43.39 0.00 16.85 0.00 17.36 Col3 6 0.19 43.39 0.00 16.85 0.00 17.36 Col3 7 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 8 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 9 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 10 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 11 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 12 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 13 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 14 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 15 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 16 0.19 43.39 3.12 16.85 -14.65 16.34 Page 82 Of 232 Col3 17 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 18 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 19 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 20 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 21 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 22 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 23 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 24 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 25 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 26 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 27 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 28 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 29 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 30 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 31 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 32 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 33 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 34 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 35 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 36 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 37 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 38 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 39 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 40 0.19 43.39 2.34 16.85 -10.99 16.34 Col3 41 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 42 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 43 0.11 43.39 3.12 16.85 -14.65 16.34 Col3 44 0.11 43.39 -3.45 16.85 16.17 16.34 Col3 45 0.11 43.39 3.12 16.85 -14.65 16.34 Col3 46 0.11 43.39 -3.45 16.85 16.17 16.34 Col3 47 0.11 43.39 3.12 16.85 -14.65 16.34 Col3 48 0.11 43.39 -3.45 16.85 16.17 16.34 Col3 49 0.11 43.39 3.12 16.85 -14.65 16.34 Col3 50 0.11 43.39 -3.45 16.85 16.17 16.34 Col3 51 0.11 43.39 3.12 16.85 -14.65 16.34 Col3 52 0.11 43.39 3.12 16.85 -14.65 16.34 Col3 53 0.11 43.39 -3.45 16.85 16.17 16.34 Col3 54 0.11 43.39 -3.45 16.85 16.17 16.34 Col3 55 0.20 43.39 0.00 16.85 0.00 17.36 Col3 56 0.20 43.39 0.00 16.85 0.00 17.36 Col3 57 0.20 43.39 0.00 16.85 0.00 17.36 Col3 58 0.20 43.39 0.00 16.85 0.00 17.36 Col3 59 0.10 43.39 0.00 16.85 0.00 17.36 Col3 60 0.10 43.39 0.00 16.85 0.00 17.36 Col3 61 0.19 43.39 0.00 16.85 0.00 17.36 Col3 62 0.19 43.39 0.00 16.85 0.00 17.36 Col3 63 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 64 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 65 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 66 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 67 0.19 43.39 0.00 16.85 0.00 17.36 Col3 68 0.19 43.39 0.00 16.85 0.00 17.36 Col3 69 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 70 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 71 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 72 0.19 43.39 -2.59 16.85 12.12 16.34 Col3 73 0.20 43.39 0.00 16.85 0.00 17.36 Col3 74 0.20 43.39 0.00 16.85 0.00 17.36 Col3 75 0.20 43.39 0.00 16.85 0.00 17.36 Col3 76 0.20 43.39 0.00 16.85 0.00 17.36 Page 83 Of 232 Col3 77 0.10 43.39 0.00 16.85 0.00 17.36 Col3 78 0.10 43.39 0.00 16.85 0.00 17.36 Col3 79 0.19 43.39 0.00 16.85 0.00 17.36 Col3 80 0.19 43.39 0.00 16.85 0.00 17.36 Col3 81 0.19 43.39 0.00 16.85 0.00 17.36 Col3 82 0.19 43.39 0.00 16.85 0.00 17.36 Col3 83 0.19 43.39 0.00 16.85 0.00 17.36 Col3 84 0.19 43.39 0.00 16.85 0.00 17.36 Col3 85 0.19 43.39 0.00 16.85 0.00 17.36 Col3 86 0.19 43.39 0.00 16.85 0.00 17.36 Col3 87 0.19 43.39 0.00 16.85 0.00 17.36 Col3 88 0.19 43.39 0.00 16.85 0.00 17.36 Col3 89 0.19 43.39 0.00 16.85 0.00 17.36 Col3 90 0.19 43.39 0.00 16.85 0.00 17.36 Col3 91 0.11 43.39 0.00 16.85 0.00 17.36 Col3 92 0.11 43.39 0.00 16.85 0.00 17.36 Col3 93 0.11 43.39 0.00 16.85 0.00 17.36 Col3 94 0.11 43.39 0.00 16.85 0.00 17.36 Col3 95 0.11 43.39 0.00 16.85 0.00 17.36 Col3 96 0.11 43.39 0.00 16.85 0.00 17.36 Col3 97 0.19 43.39 0.00 16.85 0.00 17.36 Col3 98 0.19 43.39 0.00 16.85 0.00 17.36 Col3 99 0.19 43.39 0.00 16.85 0.00 17.36 Col3 100 0.19 43.39 0.00 16.85 0.00 17.36 Col3 101 0.19 43.39 0.00 16.85 0.00 17.36 Col3 102 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 103 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 104 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 105 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 106 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 107 0.19 43.39 3.12 16.85 -14.65 16.34 Col3 108 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 109 0.19 43.39 -3.45 16.85 16.17 16.34 Col3 110 0.20 43.39 0.00 16.85 0.00 17.36 Col3 111 0.20 43.39 0.00 16.85 0.00 17.36 Col4 1 0.17 44.85 0.00 16.85 0.00 17.36 Col4 2 0.17 44.85 0.00 16.85 0.00 17.36 Col4 3 0.17 44.85 0.00 16.85 0.00 17.36 Col4 4 0.17 44.85 0.00 16.85 0.00 17.36 Col4 5 0.17 44.85 0.00 16.85 0.00 17.36 Col4 6 0.17 44.85 0.00 16.85 0.00 17.36 Col4 7 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 8 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 9 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 10 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 11 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 12 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 13 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 14 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 15 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 16 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 17 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 18 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 19 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 20 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 21 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 22 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 23 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 24 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 25 0.17 44.85 2.15 16.85 -9.22 16.54 Page 84 Of 232 Col4 26 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 27 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 28 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 29 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 30 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 31 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 32 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 33 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 34 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 35 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 36 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 37 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 38 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 39 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 40 0.17 44.85 2.15 16.85 -9.22 16.54 Col4 41 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 42 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 43 0.10 44.85 2.86 16.85 -12.29 16.54 Col4 44 0.10 44.85 -3.16 16.85 13.56 16.54 Col4 45 0.10 44.85 2.86 16.85 -12.29 16.54 Col4 46 0.10 44.85 -3.16 16.85 13.56 16.54 Col4 47 0.10 44.85 2.86 16.85 -12.29 16.54 Col4 48 0.10 44.85 -3.16 16.85 13.56 16.54 Col4 49 0.10 44.85 2.86 16.85 -12.29 16.54 Col4 50 0.10 44.85 -3.16 16.85 13.56 16.54 Col4 51 0.10 44.85 2.86 16.85 -12.29 16.54 Col4 52 0.10 44.85 2.86 16.85 -12.29 16.54 Col4 53 0.10 44.85 -3.16 16.85 13.56 16.54 Col4 54 0.10 44.85 -3.16 16.85 13.56 16.54 Col4 55 0.18 44.85 0.00 16.85 0.00 17.36 Col4 56 0.18 44.85 0.00 16.85 0.00 17.36 Col4 57 0.18 44.85 0.00 16.85 0.00 17.36 Col4 58 0.18 44.85 0.00 16.85 0.00 17.36 Col4 59 0.09 44.85 0.00 16.85 0.00 17.36 Col4 60 0.09 44.85 0.00 16.85 0.00 17.36 Col4 61 0.17 44.85 0.00 16.85 0.00 17.36 Col4 62 0.17 44.85 0.00 16.85 0.00 17.36 Col4 63 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 64 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 65 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 66 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 67 0.17 44.85 0.00 16.85 0.00 17.36 Col4 68 0.17 44.85 0.00 16.85 0.00 17.36 Col4 69 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 70 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 71 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 72 0.17 44.85 -2.37 16.85 10.17 16.54 Col4 73 0.18 44.85 0.00 16.85 0.00 17.36 Col4 74 0.18 44.85 0.00 16.85 0.00 17.36 Col4 75 0.18 44.85 0.00 16.85 0.00 17.36 Col4 76 0.18 44.85 0.00 16.85 0.00 17.36 Col4 77 0.09 44.85 0.00 16.85 0.00 17.36 Col4 78 0.09 44.85 0.00 16.85 0.00 17.36 Col4 79 0.17 44.85 0.00 16.85 0.00 17.36 Col4 80 0.17 44.85 0.00 16.85 0.00 17.36 Col4 81 0.17 44.85 0.00 16.85 0.00 17.36 Col4 82 0.17 44.85 0.00 16.85 0.00 17.36 Col4 83 0.17 44.85 0.00 16.85 0.00 17.36 Col4 84 0.17 44.85 0.00 16.85 0.00 17.36 Col4 85 0.17 44.85 0.00 16.85 0.00 17.36 Page 85 Of 232 Col4 86 0.17 44.85 0.00 16.85 0.00 17.36 Col4 87 0.17 44.85 0.00 16.85 0.00 17.36 Col4 88 0.17 44.85 0.00 16.85 0.00 17.36 Col4 89 0.17 44.85 0.00 16.85 0.00 17.36 Col4 90 0.17 44.85 0.00 16.85 0.00 17.36 Col4 91 0.10 44.85 0.00 16.85 0.00 17.36 Col4 92 0.10 44.85 0.00 16.85 0.00 17.36 Col4 93 0.10 44.85 0.00 16.85 0.00 17.36 Col4 94 0.10 44.85 0.00 16.85 0.00 17.36 Col4 95 0.10 44.85 0.00 16.85 0.00 17.36 Col4 96 0.10 44.85 0.00 16.85 0.00 17.36 Col4 97 0.17 44.85 0.00 16.85 0.00 17.36 Col4 98 0.17 44.85 0.00 16.85 0.00 17.36 Col4 99 0.17 44.85 0.00 16.85 0.00 17.36 Col4 100 0.17 44.85 0.00 16.85 0.00 17.36 Col4 101 0.17 44.85 0.00 16.85 0.00 17.36 Col4 102 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 103 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 104 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 105 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 106 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 107 0.17 44.85 2.86 16.85 -12.29 16.54 Col4 108 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 109 0.17 44.85 -3.16 16.85 13.56 16.54 Col4 110 0.18 44.85 0.00 16.85 0.00 17.36 Col4 111 0.18 44.85 0.00 16.85 0.00 17.36 STRENGTH RATIO: Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Col2 1 0.00 0.00 0.00 0.00 0.00 Col2 2 0.00 0.00 0.00 0.00 0.00 Col2 3 0.00 0.00 0.00 0.00 0.00 Col2 4 0.00 0.00 0.00 0.00 0.00 Col2 5 0.00 0.00 0.00 0.00 0.00 Col2 6 0.00 0.00 0.00 0.00 0.00 Col2 7 0.00 0.17 0.74 0.75 0.75 Col2 8 0.00 0.19 0.82 0.82 0.82 Col2 9 0.00 0.17 0.74 0.75 0.75 Col2 10 0.00 0.19 0.82 0.82 0.82 Col2 11 0.00 0.17 0.74 0.75 0.75 Col2 12 0.00 0.19 0.82 0.82 0.82 Col2 13 0.00 0.17 0.74 0.75 0.75 Col2 14 0.00 0.19 0.82 0.82 0.82 Col2 15 0.00 0.17 0.74 0.75 0.75 Col2 16 0.00 0.17 0.74 0.75 0.75 Col2 17 0.00 0.19 0.82 0.82 0.82 Col2 18 0.00 0.19 0.82 0.82 0.82 Col2 19 0.00 0.13 0.56 0.56 0.56 Col2 20 0.00 0.14 0.62 0.62 0.62 Col2 21 0.00 0.13 0.56 0.56 0.56 Col2 22 0.00 0.14 0.62 0.62 0.62 Col2 23 0.00 0.13 0.56 0.56 0.56 Col2 24 0.00 0.14 0.62 0.62 0.62 Col2 25 0.00 0.13 0.56 0.56 0.56 Col2 26 0.00 0.14 0.62 0.62 0.62 Col2 27 0.00 0.13 0.56 0.56 0.56 Col2 28 0.00 0.13 0.56 0.56 0.56 Col2 29 0.00 0.14 0.62 0.62 0.62 Page 86 Of 232 Col2 30 0.00 0.14 0.62 0.62 0.62 Col2 31 0.00 0.13 0.56 0.56 0.56 Col2 32 0.00 0.14 0.62 0.62 0.62 Col2 33 0.00 0.13 0.56 0.56 0.56 Col2 34 0.00 0.14 0.62 0.62 0.62 Col2 35 0.00 0.13 0.56 0.56 0.56 Col2 36 0.00 0.14 0.62 0.62 0.62 Col2 37 0.00 0.13 0.56 0.56 0.56 Col2 38 0.00 0.14 0.62 0.62 0.62 Col2 39 0.00 0.13 0.56 0.56 0.56 Col2 40 0.00 0.13 0.56 0.56 0.56 Col2 41 0.00 0.14 0.62 0.62 0.62 Col2 42 0.00 0.14 0.62 0.62 0.62 Col2 43 0.00 0.17 0.74 0.74 0.74 Col2 44 0.00 0.19 0.82 0.82 0.82 Col2 45 0.00 0.17 0.74 0.74 0.74 Col2 46 0.00 0.19 0.82 0.82 0.82 Col2 47 0.00 0.17 0.74 0.74 0.74 Col2 48 0.00 0.19 0.82 0.82 0.82 Col2 49 0.00 0.17 0.74 0.74 0.74 Col2 50 0.00 0.19 0.82 0.82 0.82 Col2 51 0.00 0.17 0.74 0.74 0.74 Col2 52 0.00 0.17 0.74 0.74 0.74 Col2 53 0.00 0.19 0.82 0.82 0.82 Col2 54 0.00 0.19 0.82 0.82 0.82 Col2 55 0.00 0.00 0.00 0.00 0.00 Col2 56 0.00 0.00 0.00 0.00 0.00 Col2 57 0.00 0.00 0.00 0.00 0.00 Col2 58 0.00 0.00 0.00 0.00 0.00 Col2 59 0.00 0.00 0.00 0.00 0.00 Col2 60 0.00 0.00 0.00 0.00 0.00 Col2 61 0.00 0.00 0.00 0.00 0.00 Col2 62 0.00 0.00 0.00 0.00 0.00 Col2 63 0.00 0.14 0.62 0.62 0.62 Col2 64 0.00 0.14 0.62 0.62 0.62 Col2 65 0.00 0.14 0.62 0.62 0.62 Col2 66 0.00 0.14 0.62 0.62 0.62 Col2 67 0.00 0.00 0.00 0.00 0.00 Col2 68 0.00 0.00 0.00 0.00 0.00 Col2 69 0.00 0.14 0.62 0.62 0.62 Col2 70 0.00 0.14 0.62 0.62 0.62 Col2 71 0.00 0.14 0.62 0.62 0.62 Col2 72 0.00 0.14 0.62 0.62 0.62 Col2 73 0.00 0.00 0.00 0.00 0.00 Col2 74 0.00 0.00 0.00 0.00 0.00 Col2 75 0.00 0.00 0.00 0.00 0.00 Col2 76 0.00 0.00 0.00 0.00 0.00 Col2 77 0.00 0.00 0.00 0.00 0.00 Col2 78 0.00 0.00 0.00 0.00 0.00 Col2 79 0.00 0.00 0.00 0.00 0.00 Col2 80 0.00 0.00 0.00 0.00 0.00 Col2 81 0.00 0.00 0.00 0.00 0.00 Col2 82 0.00 0.00 0.00 0.00 0.00 Col2 83 0.00 0.00 0.00 0.00 0.00 Col2 84 0.00 0.00 0.00 0.00 0.00 Col2 85 0.00 0.00 0.00 0.00 0.00 Col2 86 0.00 0.00 0.00 0.00 0.00 Col2 87 0.00 0.00 0.00 0.00 0.00 Col2 88 0.00 0.00 0.00 0.00 0.00 Col2 89 0.00 0.00 0.00 0.00 0.00 Page 87 Of 232 Col2 90 0.00 0.00 0.00 0.00 0.00 Col2 91 0.00 0.00 0.00 0.00 0.00 Col2 92 0.00 0.00 0.00 0.00 0.00 Col2 93 0.00 0.00 0.00 0.00 0.00 Col2 94 0.00 0.00 0.00 0.00 0.00 Col2 95 0.00 0.00 0.00 0.00 0.00 Col2 96 0.00 0.00 0.00 0.00 0.00 Col2 97 0.00 0.00 0.00 0.00 0.00 Col2 98 0.00 0.00 0.00 0.00 0.00 Col2 99 0.00 0.00 0.00 0.00 0.00 Col2 100 0.00 0.00 0.00 0.00 0.00 Col2 101 0.00 0.00 0.00 0.00 0.00 Col2 102 0.00 0.17 0.74 0.75 0.75 Col2 103 0.00 0.19 0.82 0.82 0.82 Col2 104 0.00 0.17 0.74 0.75 0.75 Col2 105 0.00 0.19 0.82 0.82 0.82 Col2 106 0.00 0.17 0.74 0.75 0.75 Col2 107 0.00 0.17 0.74 0.75 0.75 Col2 108 0.00 0.19 0.82 0.82 0.82 Col2 109 0.00 0.19 0.82 0.82 0.82 Col2 110 0.00 0.00 0.00 0.00 0.00 Col2 111 0.00 0.00 0.00 0.00 0.00 Col3 1 0.00 0.00 0.00 0.00 0.00 Col3 2 0.00 0.00 0.00 0.00 0.00 Col3 3 0.00 0.00 0.00 0.00 0.00 Col3 4 0.00 0.00 0.00 0.00 0.00 Col3 5 0.00 0.00 0.00 0.00 0.00 Col3 6 0.00 0.00 0.00 0.00 0.00 Col3 7 0.00 0.19 0.90 0.90 0.90 Col3 8 0.00 0.20 0.99 0.99 0.99 Col3 9 0.00 0.19 0.90 0.90 0.90 Col3 10 0.00 0.20 0.99 0.99 0.99 Col3 11 0.00 0.19 0.90 0.90 0.90 Col3 12 0.00 0.20 0.99 0.99 0.99 Col3 13 0.00 0.19 0.90 0.90 0.90 Col3 14 0.00 0.20 0.99 0.99 0.99 Col3 15 0.00 0.19 0.90 0.90 0.90 Col3 16 0.00 0.19 0.90 0.90 0.90 Col3 17 0.00 0.20 0.99 0.99 0.99 Col3 18 0.00 0.20 0.99 0.99 0.99 Col3 19 0.00 0.14 0.67 0.67 0.67 Col3 20 0.00 0.15 0.74 0.74 0.74 Col3 21 0.00 0.14 0.67 0.67 0.67 Col3 22 0.00 0.15 0.74 0.74 0.74 Col3 23 0.00 0.14 0.67 0.67 0.67 Col3 24 0.00 0.15 0.74 0.74 0.74 Col3 25 0.00 0.14 0.67 0.67 0.67 Col3 26 0.00 0.15 0.74 0.74 0.74 Col3 27 0.00 0.14 0.67 0.67 0.67 Col3 28 0.00 0.14 0.67 0.67 0.67 Col3 29 0.00 0.15 0.74 0.74 0.74 Col3 30 0.00 0.15 0.74 0.74 0.74 Col3 31 0.00 0.14 0.67 0.67 0.67 Col3 32 0.00 0.15 0.74 0.74 0.74 Col3 33 0.00 0.14 0.67 0.67 0.67 Col3 34 0.00 0.15 0.74 0.74 0.74 Col3 35 0.00 0.14 0.67 0.67 0.67 Col3 36 0.00 0.15 0.74 0.74 0.74 Col3 37 0.00 0.14 0.67 0.67 0.67 Col3 38 0.00 0.15 0.74 0.74 0.74 Page 88 Of 232 Col3 39 0.00 0.14 0.67 0.67 0.67 Col3 40 0.00 0.14 0.67 0.67 0.67 Col3 41 0.00 0.15 0.74 0.74 0.74 Col3 42 0.00 0.15 0.74 0.74 0.74 Col3 43 0.00 0.19 0.90 0.90 0.90 Col3 44 0.00 0.20 0.99 0.99 0.99 Col3 45 0.00 0.19 0.90 0.90 0.90 Col3 46 0.00 0.20 0.99 0.99 0.99 Col3 47 0.00 0.19 0.90 0.90 0.90 Col3 48 0.00 0.20 0.99 0.99 0.99 Col3 49 0.00 0.19 0.90 0.90 0.90 Col3 50 0.00 0.20 0.99 0.99 0.99 Col3 51 0.00 0.19 0.90 0.90 0.90 Col3 52 0.00 0.19 0.90 0.90 0.90 Col3 53 0.00 0.20 0.99 0.99 0.99 Col3 54 0.00 0.20 0.99 0.99 0.99 Col3 55 0.00 0.00 0.00 0.00 0.00 Col3 56 0.00 0.00 0.00 0.00 0.00 Col3 57 0.00 0.00 0.00 0.00 0.00 Col3 58 0.00 0.00 0.00 0.00 0.00 Col3 59 0.00 0.00 0.00 0.00 0.00 Col3 60 0.00 0.00 0.00 0.00 0.00 Col3 61 0.00 0.00 0.00 0.00 0.00 Col3 62 0.00 0.00 0.00 0.00 0.00 Col3 63 0.00 0.15 0.74 0.74 0.74 Col3 64 0.00 0.15 0.74 0.74 0.74 Col3 65 0.00 0.15 0.74 0.74 0.74 Col3 66 0.00 0.15 0.74 0.74 0.74 Col3 67 0.00 0.00 0.00 0.00 0.00 Col3 68 0.00 0.00 0.00 0.00 0.00 Col3 69 0.00 0.15 0.74 0.74 0.74 Col3 70 0.00 0.15 0.74 0.74 0.74 Col3 71 0.00 0.15 0.74 0.74 0.74 Col3 72 0.00 0.15 0.74 0.74 0.74 Col3 73 0.00 0.00 0.00 0.00 0.00 Col3 74 0.00 0.00 0.00 0.00 0.00 Col3 75 0.00 0.00 0.00 0.00 0.00 Col3 76 0.00 0.00 0.00 0.00 0.00 Col3 77 0.00 0.00 0.00 0.00 0.00 Col3 78 0.00 0.00 0.00 0.00 0.00 Col3 79 0.00 0.00 0.00 0.00 0.00 Col3 80 0.00 0.00 0.00 0.00 0.00 Col3 81 0.00 0.00 0.00 0.00 0.00 Col3 82 0.00 0.00 0.00 0.00 0.00 Col3 83 0.00 0.00 0.00 0.00 0.00 Col3 84 0.00 0.00 0.00 0.00 0.00 Col3 85 0.00 0.00 0.00 0.00 0.00 Col3 86 0.00 0.00 0.00 0.00 0.00 Col3 87 0.00 0.00 0.00 0.00 0.00 Col3 88 0.00 0.00 0.00 0.00 0.00 Col3 89 0.00 0.00 0.00 0.00 0.00 Col3 90 0.00 0.00 0.00 0.00 0.00 Col3 91 0.00 0.00 0.00 0.00 0.00 Col3 92 0.00 0.00 0.00 0.00 0.00 Col3 93 0.00 0.00 0.00 0.00 0.00 Col3 94 0.00 0.00 0.00 0.00 0.00 Col3 95 0.00 0.00 0.00 0.00 0.00 Col3 96 0.00 0.00 0.00 0.00 0.00 Col3 97 0.00 0.00 0.00 0.00 0.00 Col3 98 0.00 0.00 0.00 0.00 0.00 Page 89 Of 232 Col3 99 0.00 0.00 0.00 0.00 0.00 Col3 100 0.00 0.00 0.00 0.00 0.00 Col3 101 0.00 0.00 0.00 0.00 0.00 Col3 102 0.00 0.19 0.90 0.90 0.90 Col3 103 0.00 0.20 0.99 0.99 0.99 Col3 104 0.00 0.19 0.90 0.90 0.90 Col3 105 0.00 0.20 0.99 0.99 0.99 Col3 106 0.00 0.19 0.90 0.90 0.90 Col3 107 0.00 0.19 0.90 0.90 0.90 Col3 108 0.00 0.20 0.99 0.99 0.99 Col3 109 0.00 0.20 0.99 0.99 0.99 Col3 110 0.00 0.00 0.00 0.00 0.00 Col3 111 0.00 0.00 0.00 0.00 0.00 Col4 1 0.00 0.00 0.00 0.00 0.00 Col4 2 0.00 0.00 0.00 0.00 0.00 Col4 3 0.00 0.00 0.00 0.00 0.00 Col4 4 0.00 0.00 0.00 0.00 0.00 Col4 5 0.00 0.00 0.00 0.00 0.00 Col4 6 0.00 0.00 0.00 0.00 0.00 Col4 7 0.00 0.17 0.74 0.75 0.75 Col4 8 0.00 0.19 0.82 0.82 0.82 Col4 9 0.00 0.17 0.74 0.75 0.75 Col4 10 0.00 0.19 0.82 0.82 0.82 Col4 11 0.00 0.17 0.74 0.75 0.75 Col4 12 0.00 0.19 0.82 0.82 0.82 Col4 13 0.00 0.17 0.74 0.75 0.75 Col4 14 0.00 0.19 0.82 0.82 0.82 Col4 15 0.00 0.17 0.74 0.75 0.75 Col4 16 0.00 0.17 0.74 0.75 0.75 Col4 17 0.00 0.19 0.82 0.82 0.82 Col4 18 0.00 0.19 0.82 0.82 0.82 Col4 19 0.00 0.13 0.56 0.56 0.56 Col4 20 0.00 0.14 0.62 0.62 0.62 Col4 21 0.00 0.13 0.56 0.56 0.56 Col4 22 0.00 0.14 0.62 0.62 0.62 Col4 23 0.00 0.13 0.56 0.56 0.56 Col4 24 0.00 0.14 0.62 0.62 0.62 Col4 25 0.00 0.13 0.56 0.56 0.56 Col4 26 0.00 0.14 0.62 0.62 0.62 Col4 27 0.00 0.13 0.56 0.56 0.56 Col4 28 0.00 0.13 0.56 0.56 0.56 Col4 29 0.00 0.14 0.62 0.62 0.62 Col4 30 0.00 0.14 0.62 0.62 0.62 Col4 31 0.00 0.13 0.56 0.56 0.56 Col4 32 0.00 0.14 0.62 0.62 0.62 Col4 33 0.00 0.13 0.56 0.56 0.56 Col4 34 0.00 0.14 0.62 0.62 0.62 Col4 35 0.00 0.13 0.56 0.56 0.56 Col4 36 0.00 0.14 0.62 0.62 0.62 Col4 37 0.00 0.13 0.56 0.56 0.56 Col4 38 0.00 0.14 0.62 0.62 0.62 Col4 39 0.00 0.13 0.56 0.56 0.56 Col4 40 0.00 0.13 0.56 0.56 0.56 Col4 41 0.00 0.14 0.62 0.62 0.62 Col4 42 0.00 0.14 0.62 0.62 0.62 Col4 43 0.00 0.17 0.74 0.74 0.74 Col4 44 0.00 0.19 0.82 0.82 0.82 Col4 45 0.00 0.17 0.74 0.74 0.74 Col4 46 0.00 0.19 0.82 0.82 0.82 Col4 47 0.00 0.17 0.74 0.74 0.74 Page 90 Of 232 Col4 48 0.00 0.19 0.82 0.82 0.82 Col4 49 0.00 0.17 0.74 0.74 0.74 Col4 50 0.00 0.19 0.82 0.82 0.82 Col4 51 0.00 0.17 0.74 0.74 0.74 Col4 52 0.00 0.17 0.74 0.74 0.74 Col4 53 0.00 0.19 0.82 0.82 0.82 Col4 54 0.00 0.19 0.82 0.82 0.82 Col4 55 0.00 0.00 0.00 0.00 0.00 Col4 56 0.00 0.00 0.00 0.00 0.00 Col4 57 0.00 0.00 0.00 0.00 0.00 Col4 58 0.00 0.00 0.00 0.00 0.00 Col4 59 0.00 0.00 0.00 0.00 0.00 Col4 60 0.00 0.00 0.00 0.00 0.00 Col4 61 0.00 0.00 0.00 0.00 0.00 Col4 62 0.00 0.00 0.00 0.00 0.00 Col4 63 0.00 0.14 0.62 0.62 0.62 Col4 64 0.00 0.14 0.62 0.62 0.62 Col4 65 0.00 0.14 0.62 0.62 0.62 Col4 66 0.00 0.14 0.62 0.62 0.62 Col4 67 0.00 0.00 0.00 0.00 0.00 Col4 68 0.00 0.00 0.00 0.00 0.00 Col4 69 0.00 0.14 0.62 0.62 0.62 Col4 70 0.00 0.14 0.62 0.62 0.62 Col4 71 0.00 0.14 0.62 0.62 0.62 Col4 72 0.00 0.14 0.62 0.62 0.62 Col4 73 0.00 0.00 0.00 0.00 0.00 Col4 74 0.00 0.00 0.00 0.00 0.00 Col4 75 0.00 0.00 0.00 0.00 0.00 Col4 76 0.00 0.00 0.00 0.00 0.00 Col4 77 0.00 0.00 0.00 0.00 0.00 Col4 78 0.00 0.00 0.00 0.00 0.00 Col4 79 0.00 0.00 0.00 0.00 0.00 Col4 80 0.00 0.00 0.00 0.00 0.00 Col4 81 0.00 0.00 0.00 0.00 0.00 Col4 82 0.00 0.00 0.00 0.00 0.00 Col4 83 0.00 0.00 0.00 0.00 0.00 Col4 84 0.00 0.00 0.00 0.00 0.00 Col4 85 0.00 0.00 0.00 0.00 0.00 Col4 86 0.00 0.00 0.00 0.00 0.00 Col4 87 0.00 0.00 0.00 0.00 0.00 Col4 88 0.00 0.00 0.00 0.00 0.00 Col4 89 0.00 0.00 0.00 0.00 0.00 Col4 90 0.00 0.00 0.00 0.00 0.00 Col4 91 0.00 0.00 0.00 0.00 0.00 Col4 92 0.00 0.00 0.00 0.00 0.00 Col4 93 0.00 0.00 0.00 0.00 0.00 Col4 94 0.00 0.00 0.00 0.00 0.00 Col4 95 0.00 0.00 0.00 0.00 0.00 Col4 96 0.00 0.00 0.00 0.00 0.00 Col4 97 0.00 0.00 0.00 0.00 0.00 Col4 98 0.00 0.00 0.00 0.00 0.00 Col4 99 0.00 0.00 0.00 0.00 0.00 Col4 100 0.00 0.00 0.00 0.00 0.00 Col4 101 0.00 0.00 0.00 0.00 0.00 Col4 102 0.00 0.17 0.74 0.75 0.75 Col4 103 0.00 0.19 0.82 0.82 0.82 Col4 104 0.00 0.17 0.74 0.75 0.75 Col4 105 0.00 0.19 0.82 0.82 0.82 Col4 106 0.00 0.17 0.74 0.75 0.75 Col4 107 0.00 0.17 0.74 0.75 0.75 Page 91 Of 232 Col4 108 0.00 0.19 0.82 0.82 0.82 Col4 109 0.00 0.19 0.82 0.82 0.82 Col4 110 0.00 0.00 0.00 0.00 0.00 Col4 111 0.00 0.00 0.00 0.00 0.00 COLUMN REACTIONS: Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Col2 1 0.17 0.00 0.00 0.00 Col2 2 0.17 0.00 0.00 0.00 Col2 3 0.17 0.00 0.00 0.00 Col2 4 0.17 0.00 0.00 0.00 Col2 5 0.17 0.00 0.00 0.00 Col2 6 0.17 0.00 0.00 0.00 Col2 7 0.17 0.00 -2.86 -2.86 Col2 8 0.17 0.00 3.16 3.16 Col2 9 0.17 0.00 -2.86 -2.86 Col2 10 0.17 0.00 3.16 3.16 Col2 11 0.17 0.00 -2.86 -2.86 Col2 12 0.17 0.00 3.16 3.16 Col2 13 0.17 0.00 -2.86 -2.86 Col2 14 0.17 0.00 3.16 3.16 Col2 15 0.17 0.00 -2.86 -2.86 Col2 16 0.17 0.00 -2.86 -2.86 Col2 17 0.17 0.00 3.16 3.16 Col2 18 0.17 0.00 3.16 3.16 Col2 19 0.17 0.00 -2.15 -2.15 Col2 20 0.17 0.00 2.37 2.37 Col2 21 0.17 0.00 -2.15 -2.15 Col2 22 0.17 0.00 2.37 2.37 Col2 23 0.17 0.00 -2.15 -2.15 Col2 24 0.17 0.00 2.37 2.37 Col2 25 0.17 0.00 -2.15 -2.15 Col2 26 0.17 0.00 2.37 2.37 Col2 27 0.17 0.00 -2.15 -2.15 Col2 28 0.17 0.00 -2.15 -2.15 Col2 29 0.17 0.00 2.37 2.37 Col2 30 0.17 0.00 2.37 2.37 Col2 31 0.17 0.00 -2.15 -2.15 Col2 32 0.17 0.00 2.37 2.37 Col2 33 0.17 0.00 -2.15 -2.15 Col2 34 0.17 0.00 2.37 2.37 Col2 35 0.17 0.00 -2.15 -2.15 Col2 36 0.17 0.00 2.37 2.37 Col2 37 0.17 0.00 -2.15 -2.15 Col2 38 0.17 0.00 2.37 2.37 Col2 39 0.17 0.00 -2.15 -2.15 Col2 40 0.17 0.00 -2.15 -2.15 Col2 41 0.17 0.00 2.37 2.37 Col2 42 0.17 0.00 2.37 2.37 Col2 43 0.10 0.00 -2.86 -2.86 Col2 44 0.10 0.00 3.16 3.16 Col2 45 0.10 0.00 -2.86 -2.86 Col2 46 0.10 0.00 3.16 3.16 Col2 47 0.10 0.00 -2.86 -2.86 Col2 48 0.10 0.00 3.16 3.16 Col2 49 0.10 0.00 -2.86 -2.86 Col2 50 0.10 0.00 3.16 3.16 Page 92 Of 232 Col2 51 0.10 0.00 -2.86 -2.86 Col2 52 0.10 0.00 -2.86 -2.86 Col2 53 0.10 0.00 3.16 3.16 Col2 54 0.10 0.00 3.16 3.16 Col2 55 0.18 0.00 0.00 0.00 Col2 56 0.18 0.00 0.00 0.00 Col2 57 0.18 0.00 0.00 0.00 Col2 58 0.18 0.00 0.00 0.00 Col2 59 0.09 0.00 0.00 0.00 Col2 60 0.09 0.00 0.00 0.00 Col2 61 0.17 0.00 0.00 0.00 Col2 62 0.17 0.00 0.00 0.00 Col2 63 0.17 0.00 2.37 2.37 Col2 64 0.17 0.00 2.37 2.37 Col2 65 0.17 0.00 2.37 2.37 Col2 66 0.17 0.00 2.37 2.37 Col2 67 0.17 0.00 0.00 0.00 Col2 68 0.17 0.00 0.00 0.00 Col2 69 0.17 0.00 2.37 2.37 Col2 70 0.17 0.00 2.37 2.37 Col2 71 0.17 0.00 2.37 2.37 Col2 72 0.17 0.00 2.37 2.37 Col2 73 0.18 0.00 0.00 0.00 Col2 74 0.18 0.00 0.00 0.00 Col2 75 0.18 0.00 0.00 0.00 Col2 76 0.18 0.00 0.00 0.00 Col2 77 0.09 0.00 0.00 0.00 Col2 78 0.09 0.00 0.00 0.00 Col2 79 0.17 0.00 0.00 0.00 Col2 80 0.17 0.00 0.00 0.00 Col2 81 0.17 0.00 0.00 0.00 Col2 82 0.17 0.00 0.00 0.00 Col2 83 0.17 0.00 0.00 0.00 Col2 84 0.17 0.00 0.00 0.00 Col2 85 0.17 0.00 0.00 0.00 Col2 86 0.17 0.00 0.00 0.00 Col2 87 0.17 0.00 0.00 0.00 Col2 88 0.17 0.00 0.00 0.00 Col2 89 0.17 0.00 0.00 0.00 Col2 90 0.17 0.00 0.00 0.00 Col2 91 0.10 0.00 0.00 0.00 Col2 92 0.10 0.00 0.00 0.00 Col2 93 0.10 0.00 0.00 0.00 Col2 94 0.10 0.00 0.00 0.00 Col2 95 0.10 0.00 0.00 0.00 Col2 96 0.10 0.00 0.00 0.00 Col2 97 0.17 0.00 0.00 0.00 Col2 98 0.17 0.00 0.00 0.00 Col2 99 0.17 0.00 0.00 0.00 Col2 100 0.17 0.00 0.00 0.00 Col2 101 0.17 0.00 0.00 0.00 Col2 102 0.17 0.00 -2.86 -2.86 Col2 103 0.17 0.00 3.16 3.16 Col2 104 0.17 0.00 -2.86 -2.86 Col2 105 0.17 0.00 3.16 3.16 Col2 106 0.17 0.00 -2.86 -2.86 Col2 107 0.17 0.00 -2.86 -2.86 Col2 108 0.17 0.00 3.16 3.16 Col2 109 0.17 0.00 3.16 3.16 Col2 110 0.18 0.00 0.00 0.00 Page 93 Of 232 Col2 111 0.18 0.00 0.00 0.00 Col3 1 0.19 0.00 0.00 0.00 Col3 2 0.19 0.00 0.00 0.00 Col3 3 0.19 0.00 0.00 0.00 Col3 4 0.19 0.00 0.00 0.00 Col3 5 0.19 0.00 0.00 0.00 Col3 6 0.19 0.00 0.00 0.00 Col3 7 0.19 0.00 -3.12 -3.12 Col3 8 0.19 0.00 3.45 3.45 Col3 9 0.19 0.00 -3.12 -3.12 Col3 10 0.19 0.00 3.45 3.45 Col3 11 0.19 0.00 -3.12 -3.12 Col3 12 0.19 0.00 3.45 3.45 Col3 13 0.19 0.00 -3.12 -3.12 Col3 14 0.19 0.00 3.45 3.45 Col3 15 0.19 0.00 -3.12 -3.12 Col3 16 0.19 0.00 -3.12 -3.12 Col3 17 0.19 0.00 3.45 3.45 Col3 18 0.19 0.00 3.45 3.45 Col3 19 0.19 0.00 -2.34 -2.34 Col3 20 0.19 0.00 2.59 2.59 Col3 21 0.19 0.00 -2.34 -2.34 Col3 22 0.19 0.00 2.59 2.59 Col3 23 0.19 0.00 -2.34 -2.34 Col3 24 0.19 0.00 2.59 2.59 Col3 25 0.19 0.00 -2.34 -2.34 Col3 26 0.19 0.00 2.59 2.59 Col3 27 0.19 0.00 -2.34 -2.34 Col3 28 0.19 0.00 -2.34 -2.34 Col3 29 0.19 0.00 2.59 2.59 Col3 30 0.19 0.00 2.59 2.59 Col3 31 0.19 0.00 -2.34 -2.34 Col3 32 0.19 0.00 2.59 2.59 Col3 33 0.19 0.00 -2.34 -2.34 Col3 34 0.19 0.00 2.59 2.59 Col3 35 0.19 0.00 -2.34 -2.34 Col3 36 0.19 0.00 2.59 2.59 Col3 37 0.19 0.00 -2.34 -2.34 Col3 38 0.19 0.00 2.59 2.59 Col3 39 0.19 0.00 -2.34 -2.34 Col3 40 0.19 0.00 -2.34 -2.34 Col3 41 0.19 0.00 2.59 2.59 Col3 42 0.19 0.00 2.59 2.59 Col3 43 0.11 0.00 -3.12 -3.12 Col3 44 0.11 0.00 3.45 3.45 Col3 45 0.11 0.00 -3.12 -3.12 Col3 46 0.11 0.00 3.45 3.45 Col3 47 0.11 0.00 -3.12 -3.12 Col3 48 0.11 0.00 3.45 3.45 Col3 49 0.11 0.00 -3.12 -3.12 Col3 50 0.11 0.00 3.45 3.45 Col3 51 0.11 0.00 -3.12 -3.12 Col3 52 0.11 0.00 -3.12 -3.12 Col3 53 0.11 0.00 3.45 3.45 Col3 54 0.11 0.00 3.45 3.45 Col3 55 0.20 0.00 0.00 0.00 Col3 56 0.20 0.00 0.00 0.00 Col3 57 0.20 0.00 0.00 0.00 Col3 58 0.20 0.00 0.00 0.00 Col3 59 0.10 0.00 0.00 0.00 Page 94 Of 232 Col3 60 0.10 0.00 0.00 0.00 Col3 61 0.19 0.00 0.00 0.00 Col3 62 0.19 0.00 0.00 0.00 Col3 63 0.19 0.00 2.59 2.59 Col3 64 0.19 0.00 2.59 2.59 Col3 65 0.19 0.00 2.59 2.59 Col3 66 0.19 0.00 2.59 2.59 Col3 67 0.19 0.00 0.00 0.00 Col3 68 0.19 0.00 0.00 0.00 Col3 69 0.19 0.00 2.59 2.59 Col3 70 0.19 0.00 2.59 2.59 Col3 71 0.19 0.00 2.59 2.59 Col3 72 0.19 0.00 2.59 2.59 Col3 73 0.20 0.00 0.00 0.00 Col3 74 0.20 0.00 0.00 0.00 Col3 75 0.20 0.00 0.00 0.00 Col3 76 0.20 0.00 0.00 0.00 Col3 77 0.10 0.00 0.00 0.00 Col3 78 0.10 0.00 0.00 0.00 Col3 79 0.19 0.00 0.00 0.00 Col3 80 0.19 0.00 0.00 0.00 Col3 81 0.19 0.00 0.00 0.00 Col3 82 0.19 0.00 0.00 0.00 Col3 83 0.19 0.00 0.00 0.00 Col3 84 0.19 0.00 0.00 0.00 Col3 85 0.19 0.00 0.00 0.00 Col3 86 0.19 0.00 0.00 0.00 Col3 87 0.19 0.00 0.00 0.00 Col3 88 0.19 0.00 0.00 0.00 Col3 89 0.19 0.00 0.00 0.00 Col3 90 0.19 0.00 0.00 0.00 Col3 91 0.11 0.00 0.00 0.00 Col3 92 0.11 0.00 0.00 0.00 Col3 93 0.11 0.00 0.00 0.00 Col3 94 0.11 0.00 0.00 0.00 Col3 95 0.11 0.00 0.00 0.00 Col3 96 0.11 0.00 0.00 0.00 Col3 97 0.19 0.00 0.00 0.00 Col3 98 0.19 0.00 0.00 0.00 Col3 99 0.19 0.00 0.00 0.00 Col3 100 0.19 0.00 0.00 0.00 Col3 101 0.19 0.00 0.00 0.00 Col3 102 0.19 0.00 -3.12 -3.12 Col3 103 0.19 0.00 3.45 3.45 Col3 104 0.19 0.00 -3.12 -3.12 Col3 105 0.19 0.00 3.45 3.45 Col3 106 0.19 0.00 -3.12 -3.12 Col3 107 0.19 0.00 -3.12 -3.12 Col3 108 0.19 0.00 3.45 3.45 Col3 109 0.19 0.00 3.45 3.45 Col3 110 0.20 0.00 0.00 0.00 Col3 111 0.20 0.00 0.00 0.00 Col4 1 0.17 0.00 0.00 0.00 Col4 2 0.17 0.00 0.00 0.00 Col4 3 0.17 0.00 0.00 0.00 Col4 4 0.17 0.00 0.00 0.00 Col4 5 0.17 0.00 0.00 0.00 Col4 6 0.17 0.00 0.00 0.00 Col4 7 0.17 0.00 -2.86 -2.86 Col4 8 0.17 0.00 3.16 3.16 Page 95 Of 232 Col4 9 0.17 0.00 -2.86 -2.86 Col4 10 0.17 0.00 3.16 3.16 Col4 11 0.17 0.00 -2.86 -2.86 Col4 12 0.17 0.00 3.16 3.16 Col4 13 0.17 0.00 -2.86 -2.86 Col4 14 0.17 0.00 3.16 3.16 Col4 15 0.17 0.00 -2.86 -2.86 Col4 16 0.17 0.00 -2.86 -2.86 Col4 17 0.17 0.00 3.16 3.16 Col4 18 0.17 0.00 3.16 3.16 Col4 19 0.17 0.00 -2.15 -2.15 Col4 20 0.17 0.00 2.37 2.37 Col4 21 0.17 0.00 -2.15 -2.15 Col4 22 0.17 0.00 2.37 2.37 Col4 23 0.17 0.00 -2.15 -2.15 Col4 24 0.17 0.00 2.37 2.37 Col4 25 0.17 0.00 -2.15 -2.15 Col4 26 0.17 0.00 2.37 2.37 Col4 27 0.17 0.00 -2.15 -2.15 Col4 28 0.17 0.00 -2.15 -2.15 Col4 29 0.17 0.00 2.37 2.37 Col4 30 0.17 0.00 2.37 2.37 Col4 31 0.17 0.00 -2.15 -2.15 Col4 32 0.17 0.00 2.37 2.37 Col4 33 0.17 0.00 -2.15 -2.15 Col4 34 0.17 0.00 2.37 2.37 Col4 35 0.17 0.00 -2.15 -2.15 Col4 36 0.17 0.00 2.37 2.37 Col4 37 0.17 0.00 -2.15 -2.15 Col4 38 0.17 0.00 2.37 2.37 Col4 39 0.17 0.00 -2.15 -2.15 Col4 40 0.17 0.00 -2.15 -2.15 Col4 41 0.17 0.00 2.37 2.37 Col4 42 0.17 0.00 2.37 2.37 Col4 43 0.10 0.00 -2.86 -2.86 Col4 44 0.10 0.00 3.16 3.16 Col4 45 0.10 0.00 -2.86 -2.86 Col4 46 0.10 0.00 3.16 3.16 Col4 47 0.10 0.00 -2.86 -2.86 Col4 48 0.10 0.00 3.16 3.16 Col4 49 0.10 0.00 -2.86 -2.86 Col4 50 0.10 0.00 3.16 3.16 Col4 51 0.10 0.00 -2.86 -2.86 Col4 52 0.10 0.00 -2.86 -2.86 Col4 53 0.10 0.00 3.16 3.16 Col4 54 0.10 0.00 3.16 3.16 Col4 55 0.18 0.00 0.00 0.00 Col4 56 0.18 0.00 0.00 0.00 Col4 57 0.18 0.00 0.00 0.00 Col4 58 0.18 0.00 0.00 0.00 Col4 59 0.09 0.00 0.00 0.00 Col4 60 0.09 0.00 0.00 0.00 Col4 61 0.17 0.00 0.00 0.00 Col4 62 0.17 0.00 0.00 0.00 Col4 63 0.17 0.00 2.37 2.37 Col4 64 0.17 0.00 2.37 2.37 Col4 65 0.17 0.00 2.37 2.37 Col4 66 0.17 0.00 2.37 2.37 Col4 67 0.17 0.00 0.00 0.00 Col4 68 0.17 0.00 0.00 0.00 Page 96 Of 232 Col4 69 0.17 0.00 2.37 2.37 Col4 70 0.17 0.00 2.37 2.37 Col4 71 0.17 0.00 2.37 2.37 Col4 72 0.17 0.00 2.37 2.37 Col4 73 0.18 0.00 0.00 0.00 Col4 74 0.18 0.00 0.00 0.00 Col4 75 0.18 0.00 0.00 0.00 Col4 76 0.18 0.00 0.00 0.00 Col4 77 0.09 0.00 0.00 0.00 Col4 78 0.09 0.00 0.00 0.00 Col4 79 0.17 0.00 0.00 0.00 Col4 80 0.17 0.00 0.00 0.00 Col4 81 0.17 0.00 0.00 0.00 Col4 82 0.17 0.00 0.00 0.00 Col4 83 0.17 0.00 0.00 0.00 Col4 84 0.17 0.00 0.00 0.00 Col4 85 0.17 0.00 0.00 0.00 Col4 86 0.17 0.00 0.00 0.00 Col4 87 0.17 0.00 0.00 0.00 Col4 88 0.17 0.00 0.00 0.00 Col4 89 0.17 0.00 0.00 0.00 Col4 90 0.17 0.00 0.00 0.00 Col4 91 0.10 0.00 0.00 0.00 Col4 92 0.10 0.00 0.00 0.00 Col4 93 0.10 0.00 0.00 0.00 Col4 94 0.10 0.00 0.00 0.00 Col4 95 0.10 0.00 0.00 0.00 Col4 96 0.10 0.00 0.00 0.00 Col4 97 0.17 0.00 0.00 0.00 Col4 98 0.17 0.00 0.00 0.00 Col4 99 0.17 0.00 0.00 0.00 Col4 100 0.17 0.00 0.00 0.00 Col4 101 0.17 0.00 0.00 0.00 Col4 102 0.17 0.00 -2.86 -2.86 Col4 103 0.17 0.00 3.16 3.16 Col4 104 0.17 0.00 -2.86 -2.86 Col4 105 0.17 0.00 3.16 3.16 Col4 106 0.17 0.00 -2.86 -2.86 Col4 107 0.17 0.00 -2.86 -2.86 Col4 108 0.17 0.00 3.16 3.16 Col4 109 0.17 0.00 3.16 3.16 Col4 110 0.18 0.00 0.00 0.00 Col4 111 0.18 0.00 0.00 0.00 COLUMN DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Col2 112 0.00 1.72 Col2 113 0.00 1.72 Col2 114 0.00 1.72 Col2 115 0.00 1.72 Col2 116 0.00 1.72 Col2 117 0.00 1.72 Col2 118 0.00 1.72 Col2 119 0.00 1.72 Col2 120 0.00 1.72 Col2 121 0.00 1.72 Col2 122 0.00 1.72 Col2 123 0.00 1.72 Page 97 Of 232 Col2 124 0.00 1.72 Col2 125 -0.54 1.72 Col2 126 0.60 1.72 Col2 127 0.00 1.72 Col2 128 0.00 1.72 Col2 129 0.00 1.72 Col2 130 0.00 1.72 Col2 131 0.00 1.72 Col2 132 0.00 1.72 Col2 133 0.00 1.72 Col2 134 0.00 1.72 Col2 135 0.00 1.72 Col2 136 0.00 1.72 Col2 137 0.00 1.72 Col2 138 0.00 1.72 Col2 139 0.00 1.72 Col2 140 0.00 1.72 Col2 141 0.00 1.72 Col2 142 0.00 1.72 Col2 143 0.00 1.72 Col3 112 0.00 1.88 Col3 113 0.00 1.88 Col3 114 0.00 1.88 Col3 115 0.00 1.88 Col3 116 0.00 1.88 Col3 117 0.00 1.88 Col3 118 0.00 1.88 Col3 119 0.00 1.88 Col3 120 0.00 1.88 Col3 121 0.00 1.88 Col3 122 0.00 1.88 Col3 123 0.00 1.88 Col3 124 0.00 1.88 Col3 125 -0.77 1.88 Col3 126 0.85 1.88 Col3 127 0.00 1.88 Col3 128 0.00 1.88 Col3 129 0.00 1.88 Col3 130 0.00 1.88 Col3 131 0.00 1.88 Col3 132 0.00 1.88 Col3 133 0.00 1.88 Col3 134 0.00 1.88 Col3 135 0.00 1.88 Col3 136 0.00 1.88 Col3 137 0.00 1.88 Col3 138 0.00 1.88 Col3 139 0.00 1.88 Col3 140 0.00 1.88 Col3 141 0.00 1.88 Col3 142 0.00 1.88 Col3 143 0.00 1.88 Col4 112 0.00 1.72 Col4 113 0.00 1.72 Col4 114 0.00 1.72 Col4 115 0.00 1.72 Col4 116 0.00 1.72 Col4 117 0.00 1.72 Col4 118 0.00 1.72 Col4 119 0.00 1.72 Page 98 Of 232 Col4 120 0.00 1.72 Col4 121 0.00 1.72 Col4 122 0.00 1.72 Col4 123 0.00 1.72 Col4 124 0.00 1.72 Col4 125 -0.54 1.72 Col4 126 0.60 1.72 Col4 127 0.00 1.72 Col4 128 0.00 1.72 Col4 129 0.00 1.72 Col4 130 0.00 1.72 Col4 131 0.00 1.72 Col4 132 0.00 1.72 Col4 133 0.00 1.72 Col4 134 0.00 1.72 Col4 135 0.00 1.72 Col4 136 0.00 1.72 Col4 137 0.00 1.72 Col4 138 0.00 1.72 Col4 139 0.00 1.72 Col4 140 0.00 1.72 Col4 141 0.00 1.72 Col4 142 0.00 1.72 Col4 143 0.00 1.72 UNBRACED LENGTH: Major Minor ----KL/R---- Id (ft) (ft) Major Minor ------ ------ ------ ----- ----- Col2 17.2 7.2 64 48 Col3 18.8 7.2 70 48 Col4 17.2 7.2 64 48 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral 2 - Dead+Collateral+Live 3 - Dead+Collateral+Snow 4 - Dead+Collateral+MIN_SNOW 5 - Dead+Collateral+0.75Live 6 - Dead+Collateral+0.75Snow 7 - Dead+0.6Wind_Left1+0.6Wind_Pressure 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Pressure 10 - Dead+0.6Wind_Right1+0.6Wind_Suction 11 - Dead+0.6Wind_Left2+0.6Wind_Pressure 12 - Dead+0.6Wind_Left2+0.6Wind_Suction 13 - Dead+0.6Wind_Right2+0.6Wind_Pressure 14 - Dead+0.6Wind_Right2+0.6Wind_Suction 15 - Dead+0.6Wind_Pressure+0.6Wind_Long1 16 - Dead+0.6Wind_Pressure+0.6Wind_Long2 17 - Dead+0.6Wind_Suction+0.6Wind_Long1 18 - Dead+0.6Wind_Suction+0.6Wind_Long2 19 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Pressure 20 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 21 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Pressure 22 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Suction Page 99 Of 232 23 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 24 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 25 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 26 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 27 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long1 28 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long1 30 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 31 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Pressure 32 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Suction 33 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Pressure 34 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Suction 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Pressure 36 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction 37 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 38 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 39 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long1 40 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 41 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long1 42 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 43 - 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 45 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 47 - 0.6Dead+0.6Wind_Left2+0.6Wind_Pressure 48 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 49 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 50 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 51 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 52 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 55 - 1.07Dead+1.07Collateral+0.7Seismic_L 56 - 1.07Dead+1.07Collateral+0.7Seismic_R 57 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_L 58 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_R 59 - 0.53Dead+0.7Seismic_L 60 - 0.53Dead+0.7Seismic_R 61 - Dead+Collateral+E1UNB_SL_L 62 - Dead+Collateral+0.75E1UNB_SL_L 63 - Dead+Collateral+0.45Wind_Left1+0.45Wind_Suction+0.75E1UNB_SL_L 64 - Dead+Collateral+0.45Wind_Right1+0.45Wind_Suction+0.75E1UNB_SL_L 65 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction+0.75E1UNB_SL_L 66 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction+0.75E1UNB_SL_L 67 - Dead+Collateral+E1UNB_SL_R 68 - Dead+Collateral+0.75E1UNB_SL_R 69 - Dead+Collateral+0.45Wind_Left1+0.45Wind_Suction+0.75E1UNB_SL_R 70 - Dead+Collateral+0.45Wind_Right1+0.45Wind_Suction+0.75E1UNB_SL_R 71 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction+0.75E1UNB_SL_R 72 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction+0.75E1UNB_SL_R 73 - 1.07Dead+1.07Collateral+0.7Seismic_Long 74 - 1.07Dead+1.07Collateral-0.7Seismic_Long 75 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_Long 76 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic_Long 77 - 0.53Dead+0.7Seismic_Long 78 - 0.53Dead-0.7Seismic_Long 79 - Dead+Collateral+0.75Live+0.45Wind_Left1 80 - Dead+Collateral+0.75Live+0.45Wind_Left2 81 - Dead+Collateral+0.75Live+0.45Wind_Right1 82 - Dead+Collateral+0.75Live+0.45Wind_Right2 Page 100 Of 232 83 - Dead+Collateral+0.75Live+0.45Wind_Long1 84 - Dead+Collateral+0.75Live+0.45Wind_Long2 85 - Dead+Collateral+0.75Snow+0.45Wind_Left1 86 - Dead+Collateral+0.75Snow+0.45Wind_Left2 87 - Dead+Collateral+0.75Snow+0.45Wind_Right1 88 - Dead+Collateral+0.75Snow+0.45Wind_Right2 89 - Dead+Collateral+0.75Snow+0.45Wind_Long1 90 - Dead+Collateral+0.75Snow+0.45Wind_Long2 91 - 0.6Dead+0.6Wind_Left1 92 - 0.6Dead+0.6Wind_Left2 93 - 0.6Dead+0.6Wind_Right1 94 - 0.6Dead+0.6Wind_Right2 95 - 0.6Dead+0.6Wind_Long1 96 - 0.6Dead+0.6Wind_Long2 97 - Dead+Collateral+E1PAT_LL_1 98 - Dead+Collateral+E1PAT_LL_2 99 - Dead+Collateral+E1PAT_LL_3 100 - Dead+Collateral+E1PAT_LL_4 101 - Dead+Collateral+E1PAT_LL_5 102 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure 103 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Suction 104 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure 105 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction 106 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long1 107 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 108 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long1 109 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 110 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_L 111 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_R Deflection Combinations 112 - Dead+Collateral 113 - Dead+Collateral+Live 114 - Dead+Collateral+Snow 115 - Dead+Collateral+MIN_SNOW 116 - Live 117 - Snow 118 - MIN_SNOW 119 - Dead+0.44Wind_Left1 120 - Dead+0.44Wind_Right1 121 - Dead+0.44Wind_Left2 122 - Dead+0.44Wind_Right2 123 - Dead+0.44Wind_Long1 124 - Dead+0.44Wind_Long2 125 - Dead+0.44Wind_Pressure 126 - Dead+0.44Wind_Suction 127 - 1.07Dead+1.07Collateral+0.7Seismic_L 128 - 1.07Dead+1.07Collateral+0.7Seismic_R 129 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_L 130 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_R 131 - 0.53Dead+0.7Seismic_L 132 - 0.53Dead+0.7Seismic_R 133 - Seismic_L 134 - Seismic_R 135 - 1.07Dead+1.07Collateral+0.7Seismic_Long 136 - 1.07Dead+1.07Collateral-0.7Seismic_Long 137 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_Long 138 - 1.05Dead+1.05Collateral+0.75Snow-0.52Seismic_Long 139 - 0.53Dead+0.7Seismic_Long 140 - 0.53Dead-0.7Seismic_Long 141 - Seismic_Long Page 101 Of 232 142 - Seismic_Long 143 - Dead ================================================================================ U19M0989A Wall 1 - Base Plate Design 11/25/19 1:56pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.10(ksi ) Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) BASE SIZE: ---------- -----Base(in)----- --Plate_Size(in)-- -------Bolts(in)------- Id Type Depth Elev Width Thick Length Type Dia Gage Row ----- ---- ----- ----- ----- ----- ------ ----- ----- ---- --- Col2 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 Col3 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 Col4 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 S3 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col2 55 0.18 1 0.00 0.00 8 3.16 1 0.00 0.00 Col3 55 0.20 1 0.00 0.00 8 3.45 1 0.00 0.00 Col4 55 0.18 1 0.00 0.00 8 3.16 1 0.00 0.00 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 55 - 1.07Dead+1.07Collateral+0.7Seismic_L ================================================================================ U19M0989A Wall 1 - Bypass Girt Layout 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z075 0.00 25.00 25.00 0.00 3.50 104.9 WS 0.99 Moment D 2 08Z054 0.00 25.00 25.00 3.50 3.50 84.8 WS 0.96 Mom+Shr D 3 08Z054 0.00 25.00 25.00 3.50 3.50 84.8 WS 0.96 Mom+Shr D 4 08Z075 0.00 25.00 25.00 3.50 0.00 104.9 WS 0.99 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.00 2 1 08Z075 0.00 25.00 25.00 0.00 3.50 104.9 WS 1.01 Moment D 2 08Z054 0.00 25.00 25.00 3.50 3.50 84.8 WS 0.86 Mom+Shr D Page 102 Of 232 3 08Z054 0.00 25.00 25.00 3.50 3.50 84.8 WS 0.86 Mom+Shr D 4 08Z075 0.00 25.00 25.00 3.50 0.00 104.9 WS 1.01 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 16.00 3 2 08Z054 0.00 25.00 25.00 0.00 3.50 75.6 WS 0.79 Moment D 3 08Z054 0.00 25.00 25.00 3.50 0.00 75.6 WS 0.79 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 4 --- --- --- --- 0 0 0 0 ================================================================================ U19M0989A Wall 1 - Girt Design 1 (Locate 7.50) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z075 7.5000 25.00 3.50 6.83 0 104.9 0.00 0.70 2 08Z054 7.5000 25.00 3.50 3.50 6.83 0 84.8 0.00 0.70 3 08Z054 7.5000 25.00 3.50 3.50 6.83 0 84.8 0.00 0.70 4 08Z075 7.5000 25.00 3.50 6.83 0 104.9 0.00 0.70 ------ 379.5 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.86 -1.09 -1.41 0.00 -4.10 9.49 2.47 6.85 2 1.24 0.92 -0.72 -1.04 6.85 3.07 -1.60 13.63 1.22 4.28 3 1.04 0.72 -0.92 -1.24 4.28 1.22 -1.60 11.37 3.07 6.85 4 1.41 1.09 -0.86 6.85 2.47 -4.10 15.51 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.09 5.0 0.22 MidS -4.10 6.73 0.61 RSup 0.61 -1.15 2 LLap 0.92 1.8 0.49 LLap 3.07 3.68 0.83 LLap 0.85 -0.31 3 RLap -0.92 1.8 0.49 RLap 3.07 3.68 0.83 RLap 0.85 -0.31 4 LLap 1.09 5.0 0.22 MidS -4.10 6.73 0.61 LSup 0.61 -1.15 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL Page 103 Of 232 RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 25.0 1.0 1.0 1.0 2.5 3.5 1.00 1.00 1.00 1.72 1.37 1.00 1.00 1.00 0.00 0.36 2 25.0 3.5 4.2 1.0 1.9 3.5 1.31 1.80 1.00 1.74 1.45 0.45 0.00 1.00 0.00 0.28 3 25.0 3.5 3.5 1.0 4.2 3.5 1.45 1.45 1.00 1.80 1.31 0.28 0.28 1.00 0.00 0.45 4 25.0 3.5 3.5 1.0 1.0 1.0 1.37 1.37 1.00 1.00 1.00 0.36 0.36 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.57 2.65 2.36 0.24 2 0.41 2.65 1.70 0.24 0.31 2.65 1.70 0.18 3 0.31 2.65 1.70 0.18 0.41 2.65 1.70 0.24 4 0.57 2.65 2.36 0.24 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.02 1.22 1.57 0.00 4.66 9.83 -2.76 -7.65 2 -1.37 -1.02 0.79 1.14 -7.65 -3.45 1.75 13.68 -1.31 -4.68 3 -1.14 -0.79 1.02 1.37 -4.68 -1.31 1.75 11.32 -3.45 -7.65 4 -1.57 -1.22 1.02 -7.65 -2.76 4.66 15.18 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.22 5.0 0.24 MidS 4.66 4.71 0.99 RSup 0.68 1.31 2 LLap -1.02 1.8 0.55 LLap -3.45 4.41 0.78 LLap 0.96 0.33 3 RLap 1.02 1.8 0.55 RLap -3.45 4.41 0.78 RLap 0.96 0.33 4 LLap -1.22 5.0 0.24 MidS 4.66 4.71 0.99 LSup 0.68 1.31 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 25.0 18.9 18.9 18.9 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 11.8 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 Page 104 Of 232 1.00 3 25.0 1.0 1.0 11.8 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 18.9 18.9 18.9 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.63 2.65 2.36 0.27 2 0.46 2.65 1.70 0.27 0.33 2.65 1.70 0.20 3 0.33 2.65 1.70 0.20 0.46 2.65 1.70 0.27 4 0.63 2.65 2.36 0.27 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.84 3.33 0.93 3.33 2 -0.23 3.33 0.25 3.33 3 -0.23 3.33 0.25 3.33 4 -0.84 3.33 0.93 3.33 ================================================================================ U19M0989A Wall 1 - Girt Design 2 (Locate 14.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z075 14.0000 25.00 3.50 6.45 0 104.9 0.00 0.70 2 08Z054 14.0000 25.00 3.50 3.50 4.25 0 84.8 0.00 0.70 3 08Z054 14.0000 25.00 3.50 3.50 4.25 0 84.8 0.00 0.70 4 08Z075 14.0000 25.00 3.50 6.45 0 104.9 0.00 0.70 ------ 379.5 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.85 -1.00 -1.30 0.00 -4.18 9.86 1.64 5.67 2 0.86 0.66 -0.36 -0.55 5.67 3.01 -0.87 15.20 0.26 1.85 3 0.55 0.36 -0.66 -0.86 1.85 0.26 -0.87 9.80 3.01 5.67 4 1.30 1.00 -0.85 5.67 1.64 -4.18 15.14 0.00 Page 105 Of 232 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -1.00 5.0 0.20 MidS -4.18 6.73 0.62 LLap 0.54 -1.26 2 LLap 0.66 1.8 0.36 LLap 3.01 3.61 0.83 LLap 0.77 -0.02 3 RLap -0.66 1.8 0.36 RLap 3.01 3.61 0.83 RLap 0.77 -0.02 4 LLap 1.00 5.0 0.20 MidS -4.18 6.73 0.62 RLap 0.54 -1.26 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 25.0 1.0 1.0 1.0 1.8 3.5 1.00 1.00 1.00 1.71 1.43 1.00 1.00 1.00 0.00 0.29 2 25.0 3.5 6.2 1.0 0.8 3.5 1.25 1.85 1.00 1.70 1.60 0.53 0.00 1.00 0.00 0.14 3 25.0 3.5 3.5 1.0 6.2 3.5 1.60 1.60 1.00 1.85 1.25 0.14 0.14 1.00 0.00 0.53 4 25.0 3.5 3.5 1.0 1.0 1.0 1.43 1.43 1.00 1.00 1.00 0.29 0.29 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.47 2.65 2.36 0.20 2 0.34 2.65 1.70 0.20 0.13 2.65 1.70 0.08 3 0.13 2.65 1.70 0.08 0.34 2.65 1.70 0.20 4 0.47 2.65 2.36 0.20 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -1.00 1.12 1.45 0.00 4.74 10.18 -1.85 -6.34 2 -0.95 -0.74 0.39 0.61 -6.34 -3.38 0.95 15.28 -0.25 -1.99 3 -0.61 -0.39 0.74 0.95 -1.99 -0.25 0.95 9.72 -3.38 -6.34 4 -1.45 -1.12 1.00 -6.34 -1.85 4.74 14.82 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.12 5.0 0.22 MidS 4.74 4.71 1.01 LLap 0.62 1.43 Page 106 Of 232 2 LLap -0.74 1.8 0.39 LLap -3.38 4.41 0.77 LLap 0.86 0.01 3 RLap 0.74 1.8 0.39 RLap -3.38 4.41 0.77 RLap 0.86 0.01 4 LLap -1.12 5.0 0.22 MidS 4.74 4.71 1.01 RLap 0.62 1.43 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 25.0 19.7 19.7 19.7 1.0 1.0 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 25.0 1.0 1.0 11.1 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 11.1 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 25.0 1.0 1.0 19.7 19.7 19.7 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.53 2.65 2.36 0.22 2 0.38 2.65 1.70 0.22 0.14 2.65 1.70 0.08 3 0.14 2.65 1.70 0.08 0.38 2.65 1.70 0.22 4 0.53 2.65 2.36 0.22 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.92 3.33 1.02 3.33 2 -0.01 3.33 0.01 3.33 3 -0.01 3.33 0.01 3.33 4 -0.92 3.33 1.02 3.33 ================================================================================ U19M0989A Wall 1 - Girt Design 3 (Locate 16.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 16.0000 25.00 3.50 4.24 0 75.6 0.00 0.70 3 08Z054 16.0000 25.00 3.50 4.24 0 75.6 0.00 0.70 ------ 151.1 Page 107 Of 232 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.50 -0.71 -0.91 0.00 -2.22 8.86 2.29 5.13 3 0.91 0.71 -0.50 5.13 2.29 -2.22 16.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.71 1.8 0.38 RLap 2.29 3.70 0.62 RLap 0.65 -0.73 3 LLap 0.71 1.8 0.38 LLap 2.29 3.70 0.62 LLap 0.65 -0.73 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 25.0 1.0 1.0 1.0 3.8 3.5 1.00 1.00 1.00 1.75 1.30 1.00 1.00 1.00 0.00 0.45 3 25.0 3.5 3.8 1.0 1.0 1.0 1.30 1.75 1.00 1.00 1.00 0.45 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.37 2.65 1.70 0.22 3 0.37 2.65 1.70 0.22 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.55 0.79 1.01 0.00 2.45 8.86 -2.53 -5.67 3 -1.01 -0.79 0.55 -5.67 -2.53 2.45 16.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 108 Of 232 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 0.79 1.8 0.42 MidS 2.45 3.09 0.79 RLap 0.71 0.80 3 LLap -0.79 1.8 0.42 MidS 2.45 3.09 0.79 LLap 0.71 0.80 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 25.0 17.7 17.7 17.7 1.0 1.0 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 17.7 17.7 17.7 1.00 1.00 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.40 2.65 1.70 0.24 3 0.40 2.65 1.70 0.24 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.53 3.33 0.59 3.33 3 -0.53 3.33 0.59 3.33 ================================================================================ U19M0989A Wall 1 - Wall Panel Design 11/25/19 1:56pm ================================================================================ PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 CW6-80 CW 26.00 80.0 0.44 20.40 MOMENTS & DEFLECTION: --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.33 7.50 WP 0.0 138.5 -69.1 118.4 81.5 138.5 0.59 -0.27 1.43 WS 0.0 138.5 91.8 138.5 -108.2 118.4 0.91 0.36 1.43 2 7.50 14.00 WP 81.5 138.5 -13.9 118.4 65.3 138.5 0.59 0.00 1.30 WS -108.2 118.4 18.5 138.5 -86.7 118.4 0.91 0.00 1.30 3 14.00 20.40 WP 65.3 138.5 -55.0 118.4 0.0 138.5 0.47 -0.17 1.28 WS -86.7 118.4 73.0 138.5 0.0 118.4 0.73 0.23 1.28 Page 109 Of 232 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U19M0989A Wall 1 - Panel Zones 11/25/19 1:56pm ================================================================================ PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.018 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.45 2.80 PANEL ZONE LAYOUT: --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 7.33 92.67 2 7.50 6.83 0.054 7.17 2 Lt Edge 0.00 7.33 1 7.50 6.83 0.075 7.17 3 Rt Edge 92.67 100.00 4 7.50 6.83 0.075 7.17 GIRT SCREW CHECK: Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 17.82 0.12 0.23 0.24 0.75 0.53 2 1.00 21.92 0.15 0.32 0.24 0.75 0.61 3 1.00 21.92 0.15 0.32 0.24 0.75 0.61 BASE SCREWS: Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.45 2.80 BASE SCREW CHECK: Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k ) (k ) (k ) UC ------ ----- ----- ----- ----- ---- 0.00 1.00 0.000 0.000 0.213 0.00 ================================================================================ U19M0989A Wall 1 - Weight Summary 11/25/19 1:56pm ================================================================================ Columns = 528.48 Girts = 910.18 Clips = 52.80 -------- Page 110 Of 232 Total Weight = 1491.46 ================================================================================ U19M0989A Wall 1 - Warning Summary 11/25/19 1:56pm ================================================================================ .. No Warnings Page 111 Of 232 *=============================================================================== *U19M0989A Endwall Design Input 11/25/19 1:56pm *=============================================================================== *( 1)JOBID: 'U19M0989A' *( 2)PROGRAM OPTIONS: * EW Run Run Run Run * Id Col/Raf Girt Brace Panel 'R' 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS12 ' 'AISC10' '----' 'IBC ' '15' 'IBC 15 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress_Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 120. 90. 90. 60. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' '2' '3' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ----------Expand_EW---------- --Roof_Bay-- Frame * Type Width Length Use Opt Extend Offset Flange No. Width Recess 'FF-' 100.0000 120.0000 'N ' '-' 0.000 0.000 0.000 5 24.0000 1.0000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 18.3333 8.000 50.0000 22.5000 10.000 100.0000 18.3333 10.000 100.0000 0.0000 8.000 *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 4 25.0000 1 25.0000 1 25.0000 1 25.0000 1 *(11)WALL OPENINGS: Page 112 Of 232 * Bay Sill Base Set Panel Member_Select JambL/ JambR/ *No. Id Id Width Height Offset Type Height Elev Depth Opt Jamb Header Header Sill 3 4 1 5.0000 6.0000 10.0000 33 3.0000 4.000 0.000 'Y' 'CU' 'CU' '--------' '--------' '--------' '--------' 5 2 3.3333 7.1667 2.0000 11 0.0000 4.000 0.000 'Y' 'CU' 'CU' '--------' '--------' '--------' '--------' 6 2 12.0000 14.0000 7.0000 85 0.0000 4.000 0.000 'Y' 'CU' 'CU' '--------' '--------' '--------' '--------' *(12)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(13)WIDE OPENING & STRUT FRAMING: *-Open- ------Door_Jamb------ Stub Head Back_Brace Strut -Header_Beam- Deflection *No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(14)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(15)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 1 3 'P' 'O' 1 4 0.0000 0.0000 0.3333 '-' '-' 'A' 'N' 'Y' '--------' '-' 90.0 60.0 *(16)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(17)COLUMN PART & ELEVATION: * ---Base--- *No. Id Type Part Opt Rot Depth Elev Opt 5 1 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 2 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 3 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 4 'CDRW' '--------' '-' '-' 8.000 4.000 '-' 5 'CDRW' '--------' '-' '-' 8.000 4.000 '-' *(18)COLUMN SPLICES: * Col * No. Id Locate Type 0 Page 113 Of 232 *(19)RAFTERS: *Rafter Flange * Same Brace 'Y' 'N' *(20)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 4 2 'RW ' '--------' '-' '-' 0.000 2 'RW ' '--------' '-' '-' 0.000 3 'RW ' '--------' '-' '-' 0.000 3 'RW ' '--------' '-' '-' 0.000 *(21)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 5 2 0.0000 '--' '-' 2 20.0867 'F ' '-' 3 0.0000 'S ' '-' 3 30.0867 'F ' '-' 3 50.1733 '--' '-' *(22)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'C' 'N' 10.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' *(23)GIRT LOCATION: * Set * Loc No. Location 'Y' 3 7.5000 14.0000 19.0000 *(24)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 2 2 3 16 'ZB' '-' '-' '-' 1 1 10 'ZO' '-' '-' '-' *(25)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 2 7.5000 14.0000 4 'ZB' 8.000 0.000 0.000 2 7.5000 14.0000 *(26)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 1.3333 11 3.3400 8.3400 13.3400 18.3400 23.3400 27.5900 31.8400 36.0900 40.3400 44.5900 48.8400 3 0.000 1.3333 11 1.3333 5.5833 9.8333 14.0833 18.3333 22.5833 26.8333 31.8333 36.8333 41.8333 46.8333 *(27)WALL PANELS: * Wall ------Insulation----- -Open_Bay- * Panel Use Thick Part F_SW B_SW 'CW6-80 ' 'O' 6.000 '--------' 'N' 'N' *(28)LINER PANELS: * --Bay_Id- Flange Page 114 Of 232 *No. Start End Height Part Opt 0 *(29)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate '-- ' '-' 0 *(30)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'F' '--' 0.0000 25.0000 75.0000 *(31)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Bracing 72.8 'RF ' 0 *(32)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level_Height 0 *(33)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap 0 *(34)EXTENSION SIZE: *Ext -----Horizontal_Size----- ---------Vertical_Size-------- * Id Height Width Slope Elev Height Slope Project *(35)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(36)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(37)EXTENSION BASIC LOADS: *Ext Ext_Beam Facia/Parapet Parapet_Girt *Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Press Suct *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load_Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 3.8 5.0 20.0 35.0 0.0 25.4 1.00 0.44 1.00 0.60 *(39)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 7.330 0.000 7.330 0.000 1.11 1.23 1.11 *(40)BASIC LOADS AT EAVE: Page 115 Of 232 *Seis Seis Seis Torsion_Forces *Dead Girt Load Wind Seismic 3.5 0.0000 4.53 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 .. Left Column 0.00 0.00 0.00 0.00 .. Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 22.2 -24.5 .. Column 22.2 -24.5 .. Girt/Header 22.2 -24.5 .. Jamb 27.5 -29.7 .. Panel 45.6 -37.6 .. Parapet Girt 38.1 -25.4 .. Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind_1 Wind_2 Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.40 -0.60 0.77 -0.23 -0.66 -0.66 0.00 2 -1.19 -0.69 -0.83 -0.33 -1.19 -0.69 0.00 3 -0.69 -1.19 -0.33 -0.83 -0.69 -1.19 0.00 4 -0.60 0.40 -0.23 0.77 -0.66 -0.66 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 105 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 Page 116 Of 232 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 Page 117 Of 232 0.00 0.00 0.60 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 2 0.75 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 3 0.75 73 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 118 Of 232 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 86 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 87 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 90 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 92 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 93 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 94 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 95 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 96 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 97 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 98 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 99 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 100 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 101 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 102 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 103 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 104 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 119 Of 232 0.00 0.00 0.00 0.00 0.52 0 0.00 105 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 24 106 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 107 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 108 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 109 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 110 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 111 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 112 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 113 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 114 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 115 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 116 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 117 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 118 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 119 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 120 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 121 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 122 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 123 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 124 1.05 1.05 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 125 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 126 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 127 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 128 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 129 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 *(46)AUXILIARY LOADS: * No._Add Add_Load Page 120 Of 232 * No. Id Name Combs Id Coef 8 1 'MIN_SNOW ' 2 1 1.00 2 1.00 2 'E2UNB_SL_L' 3 3 0.30 4 1.00 5 0.49 3 'E2UNB_SL_R' 3 4 0.30 3 1.00 6 0.49 4 'E2PAT_LL_1' 2 7 1.00 9 1.00 5 'E2PAT_LL_2' 2 8 1.00 10 1.00 6 'E2PAT_LL_3' 3 7 1.00 8 1.00 10 1.00 7 'E2PAT_LL_4' 2 8 1.00 9 1.00 8 'E2PAT_LL_5' 3 9 1.00 10 1.00 7 1.00 *(47)ADDITIONAL LOADS: * Loc Basic Load FX FY Mom X Y ..Conc * No. Id Id Load Type W1 W2 Co DL1 DL2 ..Unif 10 1 2 'U_SNOW ' 'D ' -0.249 -0.249 0.08 0.00 50.17 2 3 'U_SNOW ' 'D ' -0.249 -0.249 -0.08 0.00 50.17 3 3 'U_SNOW ' 'D ' -0.435 -0.435 -0.08 0.00 50.17 4 2 'U_SNOW ' 'D ' -0.435 -0.435 0.08 0.00 50.17 5 2 'U_SNOW ' 'D ' -0.435 -0.435 0.08 23.31 50.17 6 3 'U_SNOW ' 'D ' -0.435 -0.435 -0.08 0.00 26.87 7 2 'U_LIVE ' 'D ' -0.224 -0.224 0.08 0.00 25.09 8 2 'U_LIVE ' 'D ' -0.224 -0.224 0.08 25.09 50.17 9 3 'U_LIVE ' 'D ' -0.224 -0.224 -0.08 0.00 25.09 10 3 'U_LIVE ' 'D ' -0.224 -0.224 -0.08 25.09 50.17 *(48)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 'EDGE' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 'BASE' 'H1045 ' 0.216 2.800 0.446 12.000 6.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(52)STEP LOAD COEFFICIENTS: Page 121 Of 232 * Basic Location No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1' '-' 2 2 45.8332 1.000 50.1733 0.575 'WINDR1' '-' 3 2 4.3401 0.575 50.1733 1.000 'WINDL2' '-' 2 2 45.8332 1.000 50.1733 0.391 'WINDR2' '-' 3 2 4.3401 0.391 50.1733 1.000 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame * Id Type No. X_Coord Y_Coord 0 '--' 0 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Unbalanced snow load left * 3 Unbalanced snow load right * 4 Pattern live load * 5 Pattern live load * 6 Pattern live load * 7 Pattern live load * 8 Pattern live load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * 2 Minimum snow load surface 3 * 3 Unbalanced snow load surface 3 * 4 Unbalanced snow load surface 2 * 5 Unbalanced snow load surface 2 * 6 Unbalanced snow load surface 3 * 7 Pattern live load bay 1 * 8 Pattern live load bay 2 * 9 Pattern live load bay 3 * 10 Pattern live load bay 4 * * Code files used: * IBC.15 * EW_IBC.15 Version 4.0 ================================================================================ U19M0989A Wall 3 - Design Code 11/25/19 1:56pm ================================================================================ Page 122 Of 232 STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12 BUILDING CODE: Wind Code : IBC 15 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U19M0989A Wall 3 - Column & Rafter Design 11/25/19 1:56pm ================================================================================ MEMBER LAYOUT: Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.7 W08S089 8.00 13ga 3.63 13ga 16.4 81.5 99 0.87 Mom+Axl Col2 25.0 W08SD099 8.00 12ga 7.25 12ga 18.4 203.7 66 1.01 Mom+Axl Col3 50.0 W08SD105 8.00 12ga 7.25 12ga 20.5 240.5 97 0.96 Mom+Axl Col4 75.0 W08SD099 8.00 12ga 7.25 12ga 18.4 203.7 71 1.00 Mom+Axl Col5 99.3 W08S089 8.00 13ga 3.63 13ga 16.4 81.5 36 0.85 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Raf1 Surf 2 W10x22 9.48 0.240 5.75 0.360 20.2 443.4 3 0.36 Mom+Axl Raf2 Surf 2 W10x22 9.48 0.240 5.75 0.360 30.0 660.4 61 0.81 Mom+Axl Raf3 Surf 3 W10x22 9.48 0.240 5.75 0.360 30.0 660.4 67 0.81 Mom+Axl Raf4 Surf 3 W10x22 9.48 0.240 5.75 0.360 20.2 443.4 3 0.36 Mom+Axl ------- Total= 3018.6 DESIGN ACTIONS/STRENGTH: Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Col1 1 1.36 18.84 0.00 8.43 0.00 8.68 Col1 2 3.78 18.84 0.00 8.43 0.00 8.68 Col1 3 5.59 18.84 0.00 8.43 0.00 8.68 Col1 4 3.78 18.84 0.00 8.43 0.00 8.68 Col1 5 3.17 18.84 0.00 8.43 0.00 8.68 Col1 6 4.53 18.84 0.00 8.43 0.00 8.68 Col1 7 -1.48 48.18 1.40 8.43 -5.74 8.08 Col1 8 -1.48 48.18 -1.64 8.43 6.73 8.08 Col1 9 -0.58 48.18 1.40 8.43 -5.74 8.08 Col1 10 -0.58 48.18 -1.64 8.43 6.73 8.08 Col1 11 -0.76 48.18 1.40 8.43 -5.74 8.08 Col1 12 -0.76 48.18 -1.64 8.43 6.73 8.08 Col1 13 0.15 18.84 1.40 8.43 -5.74 8.08 Col1 14 0.15 18.84 -1.64 8.43 6.73 8.08 Col1 15 -1.48 48.18 1.40 8.43 -5.74 8.08 Col1 16 -0.61 48.18 1.40 8.43 -5.74 8.08 Col1 17 -1.48 48.18 -1.64 8.43 6.73 8.08 Col1 18 -0.61 48.18 -1.64 8.43 6.73 8.08 Col1 19 1.56 18.84 1.05 8.43 -4.30 8.08 Col1 20 1.56 18.84 -1.23 8.43 5.05 8.08 Col1 21 2.23 18.84 1.05 8.43 -4.30 8.08 Page 123 Of 232 Col1 22 2.23 18.84 -1.23 8.43 5.05 8.08 Col1 23 2.10 18.84 1.05 8.43 -4.30 8.08 Col1 24 2.10 18.84 -1.23 8.43 5.05 8.08 Col1 25 2.72 18.84 1.05 8.43 -4.30 8.08 Col1 26 2.72 18.84 -1.23 8.43 5.05 8.08 Col1 27 1.55 18.84 1.05 8.43 -4.30 8.08 Col1 28 2.21 18.84 1.05 8.43 -4.30 8.08 Col1 29 1.55 18.84 -1.23 8.43 5.05 8.08 Col1 30 2.21 18.84 -1.23 8.43 5.05 8.08 Col1 31 2.91 18.84 1.05 8.43 -4.30 8.08 Col1 32 2.91 18.84 -1.23 8.43 5.05 8.08 Col1 33 3.59 18.84 1.05 8.43 -4.30 8.08 Col1 34 3.59 18.84 -1.23 8.43 5.05 8.08 Col1 35 3.46 18.84 1.05 8.43 -4.30 8.08 Col1 36 3.46 18.84 -1.23 8.43 5.05 8.08 Col1 37 4.08 18.84 1.05 8.43 -4.30 8.08 Col1 38 4.08 18.84 -1.23 8.43 5.05 8.08 Col1 39 2.91 18.84 1.05 8.43 -4.30 8.08 Col1 40 3.57 18.84 1.05 8.43 -4.30 8.08 Col1 41 2.91 18.84 -1.23 8.43 5.05 8.08 Col1 42 3.57 18.84 -1.23 8.43 5.05 8.08 Col1 43 -1.75 48.18 1.40 8.43 -5.74 8.08 Col1 44 -1.75 48.18 -1.64 8.43 6.73 8.08 Col1 45 -0.85 48.18 1.40 8.43 -5.74 8.08 Col1 46 -0.85 48.18 -1.64 8.43 6.73 8.08 Col1 47 -1.03 48.18 1.40 8.43 -5.74 8.08 Col1 48 -1.03 48.18 -1.64 8.43 6.73 8.08 Col1 49 -0.20 48.18 1.40 8.43 -5.74 8.08 Col1 50 -0.20 48.18 -1.64 8.43 6.73 8.08 Col1 51 -1.75 48.18 1.40 8.43 -5.74 8.08 Col1 52 -0.87 48.18 1.40 8.43 -5.74 8.08 Col1 53 -1.75 48.18 -1.64 8.43 6.73 8.08 Col1 54 -0.87 48.18 -1.64 8.43 6.73 8.08 Col1 55 1.49 18.84 0.00 8.43 0.00 8.68 Col1 56 1.55 18.84 0.00 8.43 0.00 8.68 Col1 57 2.09 18.84 0.00 8.43 0.00 8.68 Col1 58 2.13 18.84 0.00 8.43 0.00 8.68 Col1 59 0.43 18.84 0.00 8.43 0.00 8.68 Col1 60 0.50 18.84 0.00 8.43 0.00 8.68 Col1 61 5.24 18.84 0.00 8.43 0.00 8.68 Col1 62 4.27 18.84 0.00 8.43 0.00 8.68 Col1 63 2.66 18.84 -1.23 8.43 5.05 8.08 Col1 64 3.33 18.84 -1.23 8.43 5.05 8.08 Col1 65 3.20 18.84 -1.23 8.43 5.05 8.08 Col1 66 3.82 18.84 -1.23 8.43 5.05 8.08 Col1 67 2.62 18.84 0.00 8.43 0.00 8.68 Col1 68 2.31 18.84 0.00 8.43 0.00 8.68 Col1 69 0.69 18.84 -1.23 8.43 5.05 8.08 Col1 70 1.37 18.84 -1.23 8.43 5.05 8.08 Col1 71 1.24 18.84 -1.23 8.43 5.05 8.08 Col1 72 1.86 18.84 -1.23 8.43 5.05 8.08 Col1 73 1.56 18.84 0.00 8.43 0.00 8.68 Col1 74 2.10 18.84 0.00 8.43 0.00 8.68 Col1 75 2.23 18.84 0.00 8.43 0.00 8.68 Col1 76 2.72 18.84 0.00 8.43 0.00 8.68 Col1 77 1.55 18.84 0.00 8.43 0.00 8.68 Col1 78 2.21 18.84 0.00 8.43 0.00 8.68 Col1 79 2.91 18.84 0.00 8.43 0.00 8.68 Col1 80 3.46 18.84 0.00 8.43 0.00 8.68 Col1 81 3.59 18.84 0.00 8.43 0.00 8.68 Page 124 Of 232 Col1 82 4.08 18.84 0.00 8.43 0.00 8.68 Col1 83 2.91 18.84 0.00 8.43 0.00 8.68 Col1 84 3.57 18.84 0.00 8.43 0.00 8.68 Col1 85 -1.75 48.18 0.00 8.43 0.00 8.68 Col1 86 -1.03 48.18 0.00 8.43 0.00 8.68 Col1 87 -0.85 48.18 0.00 8.43 0.00 8.68 Col1 88 -0.20 48.18 0.00 8.43 0.00 8.68 Col1 89 -1.75 48.18 0.00 8.43 0.00 8.68 Col1 90 -0.87 48.18 0.00 8.43 0.00 8.68 Col1 91 3.90 18.84 0.00 8.43 0.00 8.68 Col1 92 0.99 18.84 0.00 8.43 0.00 8.68 Col1 93 3.54 18.84 0.00 8.43 0.00 8.68 Col1 94 0.99 18.84 0.00 8.43 0.00 8.68 Col1 95 3.90 18.84 0.00 8.43 0.00 8.68 Col1 96 -0.16 48.18 1.40 8.43 -5.74 8.08 Col1 97 -0.16 48.18 -1.64 8.43 6.73 8.08 Col1 98 0.76 18.84 1.40 8.43 -5.74 8.08 Col1 99 0.76 18.84 -1.64 8.43 6.73 8.08 Col1 100 -0.88 48.18 1.40 8.43 -5.74 8.08 Col1 101 0.08 18.84 1.40 8.43 -5.74 8.08 Col1 102 -0.88 48.18 -1.64 8.43 6.73 8.08 Col1 103 0.08 18.84 -1.64 8.43 6.73 8.08 Col1 104 4.62 18.84 0.00 8.43 0.00 8.68 Col1 105 4.67 18.84 0.00 8.43 0.00 8.68 Col2 1 4.29 52.77 0.00 21.64 0.00 19.68 Col2 2 12.01 52.77 0.00 21.64 0.00 19.68 Col2 3 17.80 52.77 0.00 21.64 0.00 19.68 Col2 4 12.02 52.77 0.00 21.64 0.00 19.68 Col2 5 10.08 52.77 0.00 21.64 0.00 19.68 Col2 6 14.43 52.77 0.00 21.64 0.00 19.68 Col2 7 -4.85 107.19 3.02 21.64 -13.92 18.93 Col2 8 -4.85 107.19 -3.34 21.64 15.36 18.93 Col2 9 -1.93 107.19 3.02 21.64 -13.92 18.93 Col2 10 -1.93 107.19 -3.34 21.64 15.36 18.93 Col2 11 -2.78 107.19 3.02 21.64 -13.92 18.93 Col2 12 -2.78 107.19 -3.34 21.64 15.36 18.93 Col2 13 0.40 52.77 3.02 21.64 -13.92 18.93 Col2 14 0.40 52.77 -3.34 21.64 15.36 18.93 Col2 15 -4.90 107.19 3.02 21.64 -13.92 18.93 Col2 16 -1.92 107.19 3.02 21.64 -13.92 18.93 Col2 17 -4.90 107.19 -3.34 21.64 15.36 18.93 Col2 18 -1.92 107.19 -3.34 21.64 15.36 18.93 Col2 19 4.83 52.77 2.27 21.64 -10.44 18.93 Col2 20 4.83 52.77 -2.50 21.64 11.52 18.93 Col2 21 7.02 52.77 2.27 21.64 -10.44 18.93 Col2 22 7.02 52.77 -2.50 21.64 11.52 18.93 Col2 23 6.38 52.77 2.27 21.64 -10.44 18.93 Col2 24 6.38 52.77 -2.50 21.64 11.52 18.93 Col2 25 8.62 52.77 2.27 21.64 -10.44 18.93 Col2 26 8.62 52.77 -2.50 21.64 11.52 18.93 Col2 27 4.80 52.77 2.27 21.64 -10.44 18.93 Col2 28 7.03 52.77 2.27 21.64 -10.44 18.93 Col2 29 4.80 52.77 -2.50 21.64 11.52 18.93 Col2 30 7.03 52.77 -2.50 21.64 11.52 18.93 Col2 31 9.17 52.77 2.27 21.64 -10.44 18.93 Col2 32 9.17 52.77 -2.50 21.64 11.52 18.93 Col2 33 11.36 52.77 2.27 21.64 -10.44 18.93 Col2 34 11.36 52.77 -2.50 21.64 11.52 18.93 Col2 35 10.72 52.77 2.27 21.64 -10.44 18.93 Col2 36 10.72 52.77 -2.50 21.64 11.52 18.93 Page 125 Of 232 Col2 37 12.96 52.77 2.27 21.64 -10.44 18.93 Col2 38 12.96 52.77 -2.50 21.64 11.52 18.93 Col2 39 9.14 52.77 2.27 21.64 -10.44 18.93 Col2 40 11.37 52.77 2.27 21.64 -10.44 18.93 Col2 41 9.14 52.77 -2.50 21.64 11.52 18.93 Col2 42 11.37 52.77 -2.50 21.64 11.52 18.93 Col2 43 -5.71 107.19 3.02 21.64 -13.92 18.93 Col2 44 -5.71 107.19 -3.34 21.64 15.36 18.93 Col2 45 -2.80 107.19 3.02 21.64 -13.92 18.93 Col2 46 -2.80 107.19 -3.34 21.64 15.36 18.93 Col2 47 -3.64 107.19 3.02 21.64 -13.92 18.93 Col2 48 -3.64 107.19 -3.34 21.64 15.36 18.93 Col2 49 -0.66 107.19 3.02 21.64 -13.92 18.93 Col2 50 -0.66 107.19 -3.34 21.64 15.36 18.93 Col2 51 -5.76 107.19 3.02 21.64 -13.92 18.93 Col2 52 -2.78 107.19 3.02 21.64 -13.92 18.93 Col2 53 -5.76 107.19 -3.34 21.64 15.36 18.93 Col2 54 -2.78 107.19 -3.34 21.64 15.36 18.93 Col2 55 4.48 52.77 0.00 21.64 0.00 19.68 Col2 56 4.49 52.77 0.00 21.64 0.00 19.68 Col2 57 6.45 52.77 0.00 21.64 0.00 19.68 Col2 58 6.46 52.77 0.00 21.64 0.00 19.68 Col2 59 1.14 52.77 0.00 21.64 0.00 19.68 Col2 60 1.14 52.77 0.00 21.64 0.00 19.68 Col2 61 21.52 52.77 0.00 21.64 0.00 19.68 Col2 62 17.21 52.77 0.00 21.64 0.00 19.68 Col2 63 11.97 52.77 -2.50 21.64 11.52 18.93 Col2 64 14.16 52.77 -2.50 21.64 11.52 18.93 Col2 65 13.51 52.77 -2.50 21.64 11.52 18.93 Col2 66 15.76 52.77 -2.50 21.64 11.52 18.93 Col2 67 8.34 52.77 0.00 21.64 0.00 19.68 Col2 68 7.33 52.77 0.00 21.64 0.00 19.68 Col2 69 2.08 52.77 -2.50 21.64 11.52 18.93 Col2 70 4.27 52.77 -2.50 21.64 11.52 18.93 Col2 71 3.63 52.77 -2.50 21.64 11.52 18.93 Col2 72 5.86 52.77 -2.50 21.64 11.52 18.93 Col2 73 4.83 52.77 0.00 21.64 0.00 19.68 Col2 74 6.38 52.77 0.00 21.64 0.00 19.68 Col2 75 7.02 52.77 0.00 21.64 0.00 19.68 Col2 76 8.62 52.77 0.00 21.64 0.00 19.68 Col2 77 4.80 52.77 0.00 21.64 0.00 19.68 Col2 78 7.03 52.77 0.00 21.64 0.00 19.68 Col2 79 9.17 52.77 0.00 21.64 0.00 19.68 Col2 80 10.72 52.77 0.00 21.64 0.00 19.68 Col2 81 11.36 52.77 0.00 21.64 0.00 19.68 Col2 82 12.96 52.77 0.00 21.64 0.00 19.68 Col2 83 9.14 52.77 0.00 21.64 0.00 19.68 Col2 84 11.37 52.77 0.00 21.64 0.00 19.68 Col2 85 -5.71 107.19 0.00 21.64 0.00 19.68 Col2 86 -3.64 107.19 0.00 21.64 0.00 19.68 Col2 87 -2.80 107.19 0.00 21.64 0.00 19.68 Col2 88 -0.66 107.19 0.00 21.64 0.00 19.68 Col2 89 -5.76 107.19 0.00 21.64 0.00 19.68 Col2 90 -2.78 107.19 0.00 21.64 0.00 19.68 Col2 91 7.72 52.77 0.00 21.64 0.00 19.68 Col2 92 7.82 52.77 0.00 21.64 0.00 19.68 Col2 93 11.24 52.77 0.00 21.64 0.00 19.68 Col2 94 7.82 52.77 0.00 21.64 0.00 19.68 Col2 95 7.72 52.77 0.00 21.64 0.00 19.68 Col2 96 -0.85 107.19 3.02 21.64 -13.92 18.93 Page 126 Of 232 Col2 97 -0.85 107.19 -3.34 21.64 15.36 18.93 Col2 98 2.34 52.77 3.02 21.64 -13.92 18.93 Col2 99 2.34 52.77 -3.34 21.64 15.36 18.93 Col2 100 -2.96 107.19 3.02 21.64 -13.92 18.93 Col2 101 0.22 52.77 3.02 21.64 -13.92 18.93 Col2 102 -2.96 107.19 -3.34 21.64 15.36 18.93 Col2 103 0.22 52.77 -3.34 21.64 15.36 18.93 Col2 104 14.56 52.77 0.00 21.64 0.00 19.68 Col2 105 14.56 52.77 0.00 21.64 0.00 19.68 Col3 1 2.77 54.20 0.00 24.34 0.00 21.18 Col3 2 7.54 54.20 0.00 24.34 0.00 21.18 Col3 3 11.12 54.20 0.00 24.34 0.00 21.18 Col3 4 7.54 54.20 0.00 24.34 0.00 21.18 Col3 5 6.35 54.20 0.00 24.34 0.00 21.18 Col3 6 9.03 54.20 0.00 24.34 0.00 21.18 Col3 7 -1.70 113.69 3.41 24.34 -17.48 20.36 Col3 8 -1.70 113.69 -3.77 24.34 19.29 20.36 Col3 9 -1.70 113.69 3.41 24.34 -17.48 20.36 Col3 10 -1.70 113.69 -3.77 24.34 19.29 20.36 Col3 11 -0.40 113.69 3.41 24.34 -17.48 20.36 Col3 12 -0.40 113.69 -3.77 24.34 19.29 20.36 Col3 13 -0.40 113.69 3.41 24.34 -17.48 20.36 Col3 14 -0.40 113.69 -3.77 24.34 19.29 20.36 Col3 15 -2.05 113.69 3.41 24.34 -17.48 20.36 Col3 16 -2.05 113.69 3.41 24.34 -17.48 20.36 Col3 17 -2.05 113.69 -3.77 24.34 19.29 20.36 Col3 18 -2.05 113.69 -3.77 24.34 19.29 20.36 Col3 19 4.08 54.20 2.56 24.34 -13.11 20.36 Col3 20 4.08 54.20 -2.82 24.34 14.47 20.36 Col3 21 4.08 54.20 2.56 24.34 -13.11 20.36 Col3 22 4.08 54.20 -2.82 24.34 14.47 20.36 Col3 23 5.06 54.20 2.56 24.34 -13.11 20.36 Col3 24 5.06 54.20 -2.82 24.34 14.47 20.36 Col3 25 5.06 54.20 2.56 24.34 -13.11 20.36 Col3 26 5.06 54.20 -2.82 24.34 14.47 20.36 Col3 27 3.81 54.20 2.56 24.34 -13.11 20.36 Col3 28 3.81 54.20 2.56 24.34 -13.11 20.36 Col3 29 3.81 54.20 -2.82 24.34 14.47 20.36 Col3 30 3.81 54.20 -2.82 24.34 14.47 20.36 Col3 31 6.77 54.20 2.56 24.34 -13.11 20.36 Col3 32 6.77 54.20 -2.82 24.34 14.47 20.36 Col3 33 6.77 54.20 2.56 24.34 -13.11 20.36 Col3 34 6.77 54.20 -2.82 24.34 14.47 20.36 Col3 35 7.74 54.20 2.56 24.34 -13.11 20.36 Col3 36 7.74 54.20 -2.82 24.34 14.47 20.36 Col3 37 7.74 54.20 2.56 24.34 -13.11 20.36 Col3 38 7.74 54.20 -2.82 24.34 14.47 20.36 Col3 39 6.50 54.20 2.56 24.34 -13.11 20.36 Col3 40 6.50 54.20 2.56 24.34 -13.11 20.36 Col3 41 6.50 54.20 -2.82 24.34 14.47 20.36 Col3 42 6.50 54.20 -2.82 24.34 14.47 20.36 Col3 43 -2.23 113.69 3.41 24.34 -17.48 20.36 Col3 44 -2.23 113.69 -3.77 24.34 19.29 20.36 Col3 45 -2.23 113.69 3.41 24.34 -17.48 20.36 Col3 46 -2.23 113.69 -3.77 24.34 19.29 20.36 Col3 47 -0.93 113.69 3.41 24.34 -17.48 20.36 Col3 48 -0.93 113.69 -3.77 24.34 19.29 20.36 Col3 49 -0.93 113.69 3.41 24.34 -17.48 20.36 Col3 50 -0.93 113.69 -3.77 24.34 19.29 20.36 Col3 51 -2.59 113.69 3.41 24.34 -17.48 20.36 Page 127 Of 232 Col3 52 -2.59 113.69 3.41 24.34 -17.48 20.36 Col3 53 -2.59 113.69 -3.77 24.34 19.29 20.36 Col3 54 -2.59 113.69 -3.77 24.34 19.29 20.36 Col3 55 3.05 54.20 0.00 24.34 0.00 21.18 Col3 56 3.05 54.20 0.00 24.34 0.00 21.18 Col3 57 4.22 54.20 0.00 24.34 0.00 21.18 Col3 58 4.22 54.20 0.00 24.34 0.00 21.18 Col3 59 0.92 54.20 0.00 24.34 0.00 21.18 Col3 60 0.92 54.20 0.00 24.34 0.00 21.18 Col3 61 10.55 54.20 0.00 24.34 0.00 21.18 Col3 62 8.60 54.20 0.00 24.34 0.00 21.18 Col3 63 6.33 54.20 -2.82 24.34 14.47 20.36 Col3 64 6.33 54.20 -2.82 24.34 14.47 20.36 Col3 65 7.31 54.20 -2.82 24.34 14.47 20.36 Col3 66 7.30 54.20 -2.82 24.34 14.47 20.36 Col3 67 10.55 54.20 0.00 24.34 0.00 21.18 Col3 68 8.61 54.20 0.00 24.34 0.00 21.18 Col3 69 6.33 54.20 -2.82 24.34 14.47 20.36 Col3 70 6.34 54.20 -2.82 24.34 14.47 20.36 Col3 71 7.30 54.20 -2.82 24.34 14.47 20.36 Col3 72 7.31 54.20 -2.82 24.34 14.47 20.36 Col3 73 4.08 54.20 0.00 24.34 0.00 21.18 Col3 74 5.06 54.20 0.00 24.34 0.00 21.18 Col3 75 4.08 54.20 0.00 24.34 0.00 21.18 Col3 76 5.06 54.20 0.00 24.34 0.00 21.18 Col3 77 3.81 54.20 0.00 24.34 0.00 21.18 Col3 78 3.81 54.20 0.00 24.34 0.00 21.18 Col3 79 6.77 54.20 0.00 24.34 0.00 21.18 Col3 80 7.74 54.20 0.00 24.34 0.00 21.18 Col3 81 6.77 54.20 0.00 24.34 0.00 21.18 Col3 82 7.74 54.20 0.00 24.34 0.00 21.18 Col3 83 6.50 54.20 0.00 24.34 0.00 21.18 Col3 84 6.50 54.20 0.00 24.34 0.00 21.18 Col3 85 -2.23 113.69 0.00 24.34 0.00 21.18 Col3 86 -0.93 113.69 0.00 24.34 0.00 21.18 Col3 87 -2.23 113.69 0.00 24.34 0.00 21.18 Col3 88 -0.93 113.69 0.00 24.34 0.00 21.18 Col3 89 -2.59 113.69 0.00 24.34 0.00 21.18 Col3 90 -2.59 113.69 0.00 24.34 0.00 21.18 Col3 91 4.91 54.20 0.00 24.34 0.00 21.18 Col3 92 4.91 54.20 0.00 24.34 0.00 21.18 Col3 93 4.59 54.20 0.00 24.34 0.00 21.18 Col3 94 7.72 54.20 0.00 24.34 0.00 21.18 Col3 95 4.59 54.20 0.00 24.34 0.00 21.18 Col3 96 1.04 54.20 3.41 24.34 -17.48 20.36 Col3 97 1.04 54.20 -3.77 24.34 19.29 20.36 Col3 98 1.04 54.20 3.41 24.34 -17.48 20.36 Col3 99 1.04 54.20 -3.77 24.34 19.29 20.36 Col3 100 -0.85 113.69 3.41 24.34 -17.48 20.36 Col3 101 -0.85 113.69 3.41 24.34 -17.48 20.36 Col3 102 -0.85 113.69 -3.77 24.34 19.29 20.36 Col3 103 -0.85 113.69 -3.77 24.34 19.29 20.36 Col3 104 9.24 54.20 0.00 24.34 0.00 21.18 Col3 105 9.24 54.20 0.00 24.34 0.00 21.18 Col4 1 4.29 52.77 0.00 21.64 0.00 19.68 Col4 2 12.01 52.77 0.00 21.64 0.00 19.68 Col4 3 17.80 52.77 0.00 21.64 0.00 19.68 Col4 4 12.02 52.77 0.00 21.64 0.00 19.68 Col4 5 10.08 52.77 0.00 21.64 0.00 19.68 Col4 6 14.43 52.77 0.00 21.64 0.00 19.68 Page 128 Of 232 Col4 7 -1.93 107.19 3.02 21.64 -13.92 19.04 Col4 8 -1.93 107.19 -3.34 21.64 15.36 19.04 Col4 9 -4.85 107.19 3.02 21.64 -13.92 19.04 Col4 10 -4.85 107.19 -3.34 21.64 15.36 19.04 Col4 11 0.40 52.77 3.02 21.64 -13.92 19.04 Col4 12 0.40 52.77 -3.34 21.64 15.36 19.04 Col4 13 -2.78 107.19 3.02 21.64 -13.92 19.04 Col4 14 -2.78 107.19 -3.34 21.64 15.36 19.04 Col4 15 -1.92 107.19 3.02 21.64 -13.92 19.04 Col4 16 -4.90 107.19 3.02 21.64 -13.92 19.04 Col4 17 -1.92 107.19 -3.34 21.64 15.36 19.04 Col4 18 -4.90 107.19 -3.34 21.64 15.36 19.04 Col4 19 7.02 52.77 2.27 21.64 -10.44 19.04 Col4 20 7.02 52.77 -2.50 21.64 11.52 19.04 Col4 21 4.83 52.77 2.27 21.64 -10.44 19.04 Col4 22 4.83 52.77 -2.50 21.64 11.52 19.04 Col4 23 8.62 52.77 2.27 21.64 -10.44 19.04 Col4 24 8.62 52.77 -2.50 21.64 11.52 19.04 Col4 25 6.38 52.77 2.27 21.64 -10.44 19.04 Col4 26 6.38 52.77 -2.50 21.64 11.52 19.04 Col4 27 7.03 52.77 2.27 21.64 -10.44 19.04 Col4 28 4.80 52.77 2.27 21.64 -10.44 19.04 Col4 29 7.03 52.77 -2.50 21.64 11.52 19.04 Col4 30 4.80 52.77 -2.50 21.64 11.52 19.04 Col4 31 11.36 52.77 2.27 21.64 -10.44 19.04 Col4 32 11.36 52.77 -2.50 21.64 11.52 19.04 Col4 33 9.17 52.77 2.27 21.64 -10.44 19.04 Col4 34 9.17 52.77 -2.50 21.64 11.52 19.04 Col4 35 12.96 52.77 2.27 21.64 -10.44 19.04 Col4 36 12.96 52.77 -2.50 21.64 11.52 19.04 Col4 37 10.72 52.77 2.27 21.64 -10.44 19.04 Col4 38 10.72 52.77 -2.50 21.64 11.52 19.04 Col4 39 11.37 52.77 2.27 21.64 -10.44 19.04 Col4 40 9.14 52.77 2.27 21.64 -10.44 19.04 Col4 41 11.37 52.77 -2.50 21.64 11.52 19.04 Col4 42 9.14 52.77 -2.50 21.64 11.52 19.04 Col4 43 -2.80 107.19 3.02 21.64 -13.92 19.04 Col4 44 -2.80 107.19 -3.34 21.64 15.36 19.04 Col4 45 -5.71 107.19 3.02 21.64 -13.92 19.04 Col4 46 -5.71 107.19 -3.34 21.64 15.36 19.04 Col4 47 -0.66 107.19 3.02 21.64 -13.92 19.04 Col4 48 -0.66 107.19 -3.34 21.64 15.36 19.04 Col4 49 -3.64 107.19 3.02 21.64 -13.92 19.04 Col4 50 -3.64 107.19 -3.34 21.64 15.36 19.04 Col4 51 -2.78 107.19 3.02 21.64 -13.92 19.04 Col4 52 -5.76 107.19 3.02 21.64 -13.92 19.04 Col4 53 -2.78 107.19 -3.34 21.64 15.36 19.04 Col4 54 -5.76 107.19 -3.34 21.64 15.36 19.04 Col4 55 4.49 52.77 0.00 21.64 0.00 19.68 Col4 56 4.48 52.77 0.00 21.64 0.00 19.68 Col4 57 6.46 52.77 0.00 21.64 0.00 19.68 Col4 58 6.45 52.77 0.00 21.64 0.00 19.68 Col4 59 1.14 52.77 0.00 21.64 0.00 19.68 Col4 60 1.14 52.77 0.00 21.64 0.00 19.68 Col4 61 8.34 52.77 0.00 21.64 0.00 19.68 Col4 62 7.33 52.77 0.00 21.64 0.00 19.68 Col4 63 4.27 52.77 -2.50 21.64 11.52 19.04 Col4 64 2.08 52.77 -2.50 21.64 11.52 19.04 Col4 65 5.87 52.77 -2.50 21.64 11.52 19.04 Col4 66 3.63 52.77 -2.50 21.64 11.52 19.04 Page 129 Of 232 Col4 67 21.52 52.77 0.00 21.64 0.00 19.68 Col4 68 17.21 52.77 0.00 21.64 0.00 19.68 Col4 69 14.16 52.77 -2.50 21.64 11.52 19.04 Col4 70 11.97 52.77 -2.50 21.64 11.52 19.04 Col4 71 15.76 52.77 -2.50 21.64 11.52 19.04 Col4 72 13.51 52.77 -2.50 21.64 11.52 19.04 Col4 73 7.02 52.77 0.00 21.64 0.00 19.68 Col4 74 8.62 52.77 0.00 21.64 0.00 19.68 Col4 75 4.83 52.77 0.00 21.64 0.00 19.68 Col4 76 6.38 52.77 0.00 21.64 0.00 19.68 Col4 77 7.03 52.77 0.00 21.64 0.00 19.68 Col4 78 4.80 52.77 0.00 21.64 0.00 19.68 Col4 79 11.36 52.77 0.00 21.64 0.00 19.68 Col4 80 12.96 52.77 0.00 21.64 0.00 19.68 Col4 81 9.17 52.77 0.00 21.64 0.00 19.68 Col4 82 10.72 52.77 0.00 21.64 0.00 19.68 Col4 83 11.37 52.77 0.00 21.64 0.00 19.68 Col4 84 9.14 52.77 0.00 21.64 0.00 19.68 Col4 85 -2.80 107.19 0.00 21.64 0.00 19.68 Col4 86 -0.66 107.19 0.00 21.64 0.00 19.68 Col4 87 -5.71 107.19 0.00 21.64 0.00 19.68 Col4 88 -3.64 107.19 0.00 21.64 0.00 19.68 Col4 89 -2.78 107.19 0.00 21.64 0.00 19.68 Col4 90 -5.76 107.19 0.00 21.64 0.00 19.68 Col4 91 7.82 52.77 0.00 21.64 0.00 19.68 Col4 92 7.72 52.77 0.00 21.64 0.00 19.68 Col4 93 7.72 52.77 0.00 21.64 0.00 19.68 Col4 94 7.82 52.77 0.00 21.64 0.00 19.68 Col4 95 11.24 52.77 0.00 21.64 0.00 19.68 Col4 96 2.34 52.77 3.02 21.64 -13.92 19.04 Col4 97 2.34 52.77 -3.34 21.64 15.36 19.04 Col4 98 -0.85 107.19 3.02 21.64 -13.92 19.04 Col4 99 -0.85 107.19 -3.34 21.64 15.36 19.04 Col4 100 0.22 52.77 3.02 21.64 -13.92 19.04 Col4 101 -2.96 107.19 3.02 21.64 -13.92 19.04 Col4 102 0.22 52.77 -3.34 21.64 15.36 19.04 Col4 103 -2.96 107.19 -3.34 21.64 15.36 19.04 Col4 104 14.56 52.77 0.00 21.64 0.00 19.68 Col4 105 14.56 52.77 0.00 21.64 0.00 19.68 Col5 1 1.36 18.84 0.00 8.43 0.00 8.68 Col5 2 3.78 18.84 0.00 8.43 0.00 8.68 Col5 3 5.59 18.84 0.00 8.43 0.00 8.68 Col5 4 3.78 18.84 0.00 8.43 0.00 8.68 Col5 5 3.17 18.84 0.00 8.43 0.00 8.68 Col5 6 4.53 18.84 0.00 8.43 0.00 8.68 Col5 7 -0.58 48.18 1.40 8.43 -5.74 8.32 Col5 8 -0.58 48.18 -1.64 8.43 6.73 8.32 Col5 9 -1.48 48.18 1.40 8.43 -5.74 8.32 Col5 10 -1.48 48.18 -1.64 8.43 6.73 8.32 Col5 11 0.15 18.84 1.40 8.43 -5.74 8.32 Col5 12 0.15 18.84 -1.64 8.43 6.73 8.32 Col5 13 -0.76 48.18 1.40 8.43 -5.74 8.32 Col5 14 -0.76 48.18 -1.64 8.43 6.73 8.32 Col5 15 -0.61 48.18 1.40 8.43 -5.74 8.32 Col5 16 -1.48 48.18 1.40 8.43 -5.74 8.32 Col5 17 -0.61 48.18 -1.64 8.43 6.73 8.32 Col5 18 -1.48 48.18 -1.64 8.43 6.73 8.32 Col5 19 2.23 18.84 1.05 8.43 -4.30 8.32 Col5 20 2.23 18.84 -1.23 8.43 5.05 8.32 Col5 21 1.56 18.84 1.05 8.43 -4.30 8.32 Page 130 Of 232 Col5 22 1.56 18.84 -1.23 8.43 5.05 8.32 Col5 23 2.72 18.84 1.05 8.43 -4.30 8.32 Col5 24 2.72 18.84 -1.23 8.43 5.05 8.32 Col5 25 2.10 18.84 1.05 8.43 -4.30 8.32 Col5 26 2.10 18.84 -1.23 8.43 5.05 8.32 Col5 27 2.21 18.84 1.05 8.43 -4.30 8.32 Col5 28 1.55 18.84 1.05 8.43 -4.30 8.32 Col5 29 2.21 18.84 -1.23 8.43 5.05 8.32 Col5 30 1.55 18.84 -1.23 8.43 5.05 8.32 Col5 31 3.59 18.84 1.05 8.43 -4.30 8.32 Col5 32 3.59 18.84 -1.23 8.43 5.05 8.32 Col5 33 2.91 18.84 1.05 8.43 -4.30 8.32 Col5 34 2.91 18.84 -1.23 8.43 5.05 8.32 Col5 35 4.08 18.84 1.05 8.43 -4.30 8.32 Col5 36 4.08 18.84 -1.23 8.43 5.05 8.32 Col5 37 3.46 18.84 1.05 8.43 -4.30 8.32 Col5 38 3.46 18.84 -1.23 8.43 5.05 8.32 Col5 39 3.57 18.84 1.05 8.43 -4.30 8.32 Col5 40 2.91 18.84 1.05 8.43 -4.30 8.32 Col5 41 3.57 18.84 -1.23 8.43 5.05 8.32 Col5 42 2.91 18.84 -1.23 8.43 5.05 8.32 Col5 43 -0.85 48.18 1.40 8.43 -5.74 8.32 Col5 44 -0.85 48.18 -1.64 8.43 6.73 8.32 Col5 45 -1.75 48.18 1.40 8.43 -5.74 8.32 Col5 46 -1.75 48.18 -1.64 8.43 6.73 8.32 Col5 47 -0.20 48.18 1.40 8.43 -5.74 8.32 Col5 48 -0.20 48.18 -1.64 8.43 6.73 8.32 Col5 49 -1.03 48.18 1.40 8.43 -5.74 8.32 Col5 50 -1.03 48.18 -1.64 8.43 6.73 8.32 Col5 51 -0.87 48.18 1.40 8.43 -5.74 8.32 Col5 52 -1.75 48.18 1.40 8.43 -5.74 8.32 Col5 53 -0.87 48.18 -1.64 8.43 6.73 8.32 Col5 54 -1.75 48.18 -1.64 8.43 6.73 8.32 Col5 55 1.55 18.84 0.00 8.43 0.00 8.68 Col5 56 1.49 18.84 0.00 8.43 0.00 8.68 Col5 57 2.13 18.84 0.00 8.43 0.00 8.68 Col5 58 2.09 18.84 0.00 8.43 0.00 8.68 Col5 59 0.50 18.84 0.00 8.43 0.00 8.68 Col5 60 0.43 18.84 0.00 8.43 0.00 8.68 Col5 61 2.62 18.84 0.00 8.43 0.00 8.68 Col5 62 2.31 18.84 0.00 8.43 0.00 8.68 Col5 63 1.37 18.84 -1.23 8.43 5.05 8.32 Col5 64 0.69 18.84 -1.23 8.43 5.05 8.32 Col5 65 1.86 18.84 -1.23 8.43 5.05 8.32 Col5 66 1.23 18.84 -1.23 8.43 5.05 8.32 Col5 67 5.24 18.84 0.00 8.43 0.00 8.68 Col5 68 4.27 18.84 0.00 8.43 0.00 8.68 Col5 69 3.33 18.84 -1.23 8.43 5.05 8.32 Col5 70 2.65 18.84 -1.23 8.43 5.05 8.32 Col5 71 3.82 18.84 -1.23 8.43 5.05 8.32 Col5 72 3.20 18.84 -1.23 8.43 5.05 8.32 Col5 73 2.23 18.84 0.00 8.43 0.00 8.68 Col5 74 2.72 18.84 0.00 8.43 0.00 8.68 Col5 75 1.56 18.84 0.00 8.43 0.00 8.68 Col5 76 2.10 18.84 0.00 8.43 0.00 8.68 Col5 77 2.21 18.84 0.00 8.43 0.00 8.68 Col5 78 1.55 18.84 0.00 8.43 0.00 8.68 Col5 79 3.59 18.84 0.00 8.43 0.00 8.68 Col5 80 4.08 18.84 0.00 8.43 0.00 8.68 Col5 81 2.91 18.84 0.00 8.43 0.00 8.68 Page 131 Of 232 Col5 82 3.46 18.84 0.00 8.43 0.00 8.68 Col5 83 3.57 18.84 0.00 8.43 0.00 8.68 Col5 84 2.91 18.84 0.00 8.43 0.00 8.68 Col5 85 -0.85 48.18 0.00 8.43 0.00 8.68 Col5 86 -0.20 48.18 0.00 8.43 0.00 8.68 Col5 87 -1.75 48.18 0.00 8.43 0.00 8.68 Col5 88 -1.03 48.18 0.00 8.43 0.00 8.68 Col5 89 -0.87 48.18 0.00 8.43 0.00 8.68 Col5 90 -1.75 48.18 0.00 8.43 0.00 8.68 Col5 91 0.99 18.84 0.00 8.43 0.00 8.68 Col5 92 3.90 18.84 0.00 8.43 0.00 8.68 Col5 93 3.90 18.84 0.00 8.43 0.00 8.68 Col5 94 0.99 18.84 0.00 8.43 0.00 8.68 Col5 95 3.54 18.84 0.00 8.43 0.00 8.68 Col5 96 0.76 18.84 1.40 8.43 -5.74 8.32 Col5 97 0.76 18.84 -1.64 8.43 6.73 8.32 Col5 98 -0.16 48.18 1.40 8.43 -5.74 8.32 Col5 99 -0.16 48.18 -1.64 8.43 6.73 8.32 Col5 100 0.08 18.84 1.40 8.43 -5.74 8.32 Col5 101 -0.88 48.18 1.40 8.43 -5.74 8.32 Col5 102 0.08 18.84 -1.64 8.43 6.73 8.32 Col5 103 -0.88 48.18 -1.64 8.43 6.73 8.32 Col5 104 4.67 18.84 0.00 8.43 0.00 8.68 Col5 105 4.62 18.84 0.00 8.43 0.00 8.68 ----- ---- ------ ------ ------ ------ ------ ------ Raf1 1 0.10 136.67 -1.37 48.96 -5.41 64.27 Raf1 2 0.29 136.67 -3.96 48.96 -15.61 64.27 Raf1 3 0.43 136.67 -5.90 48.96 -23.27 64.27 Raf1 4 0.29 136.67 -3.96 48.96 -15.63 64.27 Raf1 5 0.24 136.67 -3.31 48.96 -13.06 64.27 Raf1 6 0.35 136.67 -4.77 48.96 -18.80 64.27 Raf1 7 0.57 136.67 1.63 48.96 6.56 64.27 Raf1 8 0.57 136.67 1.63 48.96 6.56 64.27 Raf1 9 0.26 136.67 0.65 48.96 2.56 64.27 Raf1 10 0.26 136.67 0.65 48.96 2.56 64.27 Raf1 11 1.28 136.67 0.92 48.96 3.74 64.27 Raf1 12 1.28 136.67 0.92 48.96 3.74 64.27 Raf1 13 0.14 136.67 -0.07 48.96 -0.26 64.27 Raf1 14 0.14 136.67 -0.07 48.96 -0.26 64.27 Raf1 15 0.47 136.67 1.64 48.96 6.47 64.27 Raf1 16 -0.17 194.31 0.65 48.96 2.56 64.27 Raf1 17 0.47 136.67 1.64 48.96 6.47 64.27 Raf1 18 -0.17 194.31 0.65 48.96 2.56 64.27 Raf1 19 0.63 136.67 -1.55 48.96 -6.01 64.27 Raf1 20 0.63 136.67 -1.55 48.96 -6.01 64.27 Raf1 21 0.37 136.67 -2.28 48.96 -9.01 64.27 Raf1 22 0.37 136.67 -2.28 48.96 -9.01 64.27 Raf1 23 1.16 136.67 -2.08 48.96 -8.13 64.27 Raf1 24 1.16 136.67 -2.08 48.96 -8.13 64.27 Raf1 25 0.28 136.67 -2.82 48.96 -11.12 64.27 Raf1 26 0.28 136.67 -2.82 48.96 -11.12 64.27 Raf1 27 0.53 136.67 -1.54 48.96 -6.07 64.27 Raf1 28 -0.36 194.31 -2.28 48.96 -9.01 64.27 Raf1 29 0.53 136.67 -1.54 48.96 -6.07 64.27 Raf1 30 -0.36 194.31 -2.28 48.96 -9.01 64.27 Raf1 31 0.74 136.67 -3.00 48.96 -11.75 64.27 Raf1 32 0.74 136.67 -3.00 48.96 -11.75 64.27 Raf1 33 0.47 136.67 -3.74 48.96 -14.75 64.27 Raf1 34 0.47 136.67 -3.74 48.96 -14.75 64.27 Raf1 35 1.26 136.67 -3.54 48.96 -13.87 64.27 Page 132 Of 232 Raf1 36 1.26 136.67 -3.54 48.96 -13.87 64.27 Raf1 37 0.38 136.67 -4.28 48.96 -16.87 64.27 Raf1 38 0.38 136.67 -4.28 48.96 -16.87 64.27 Raf1 39 0.62 136.67 -3.00 48.96 -11.81 64.27 Raf1 40 -0.48 194.31 -3.74 48.96 -14.75 64.27 Raf1 41 0.62 136.67 -3.00 48.96 -11.81 64.27 Raf1 42 -0.48 194.31 -3.74 48.96 -14.75 64.27 Raf1 43 0.55 136.67 1.92 48.96 7.69 64.27 Raf1 44 0.55 136.67 1.92 48.96 7.69 64.27 Raf1 45 0.24 136.67 0.94 48.96 3.70 64.27 Raf1 46 0.24 136.67 0.94 48.96 3.70 64.27 Raf1 47 1.25 136.67 1.21 48.96 4.88 64.27 Raf1 48 1.25 136.67 1.21 48.96 4.88 64.27 Raf1 49 0.12 136.67 0.22 48.96 0.88 64.27 Raf1 50 0.12 136.67 0.22 48.96 0.88 64.27 Raf1 51 0.45 136.67 1.93 48.96 7.61 64.27 Raf1 52 -0.14 194.31 0.94 48.96 3.70 64.27 Raf1 53 0.45 136.67 1.93 48.96 7.61 64.27 Raf1 54 -0.14 194.31 0.94 48.96 3.70 64.27 Raf1 55 0.70 136.67 -1.50 48.96 -5.92 64.27 Raf1 56 1.63 136.67 -1.43 48.96 -5.64 64.27 Raf1 57 0.44 136.67 -2.15 48.96 -8.46 64.27 Raf1 58 1.28 136.67 -2.09 48.96 -8.25 64.27 Raf1 59 0.79 136.67 -0.42 48.96 -1.65 64.27 Raf1 60 1.56 136.67 -0.35 48.96 -1.37 64.27 Raf1 61 0.40 136.67 -6.24 48.96 -20.27 64.27 Raf1 62 0.33 136.67 -5.02 48.96 -16.55 64.27 Raf1 63 0.71 136.67 -3.26 48.96 -9.54 64.27 Raf1 64 0.42 136.67 -3.99 48.96 -12.51 64.27 Raf1 65 1.24 136.67 -3.79 48.96 -11.64 64.27 Raf1 66 0.33 136.67 -4.53 48.96 -14.62 64.27 Raf1 67 -0.28 194.31 -2.73 48.96 -10.76 64.27 Raf1 68 -0.24 194.31 -2.39 48.96 -9.42 64.27 Raf1 69 0.56 136.67 -0.62 48.96 -2.37 64.27 Raf1 70 0.28 136.67 -1.36 48.96 -5.37 64.27 Raf1 71 1.09 136.67 -1.16 48.96 -4.49 64.27 Raf1 72 0.19 136.67 -1.90 48.96 -7.49 64.27 Raf1 73 0.63 136.67 -1.55 48.96 -6.01 64.27 Raf1 74 1.16 136.67 -2.08 48.96 -8.13 64.27 Raf1 75 0.37 136.67 -2.28 48.96 -9.01 64.27 Raf1 76 0.28 136.67 -2.82 48.96 -11.12 64.27 Raf1 77 0.53 136.67 -1.54 48.96 -6.07 64.27 Raf1 78 -0.36 194.31 -2.28 48.96 -9.01 64.27 Raf1 79 0.74 136.67 -3.00 48.96 -11.75 64.27 Raf1 80 1.26 136.67 -3.54 48.96 -13.87 64.27 Raf1 81 0.47 136.67 -3.74 48.96 -14.75 64.27 Raf1 82 0.38 136.67 -4.28 48.96 -16.87 64.27 Raf1 83 0.62 136.67 -3.00 48.96 -11.81 64.27 Raf1 84 -0.48 194.31 -3.74 48.96 -14.75 64.27 Raf1 85 0.55 136.67 1.92 48.96 7.69 64.27 Raf1 86 1.25 136.67 1.21 48.96 4.88 64.27 Raf1 87 0.24 136.67 0.94 48.96 3.70 64.27 Raf1 88 0.12 136.67 0.22 48.96 0.88 64.27 Raf1 89 0.45 136.67 1.93 48.96 7.61 64.27 Raf1 90 -0.14 194.31 0.94 48.96 3.70 64.27 Raf1 91 0.30 136.67 3.60 48.96 -18.11 64.27 Raf1 92 -0.14 194.31 -1.74 48.96 8.85 64.27 Raf1 93 0.27 136.67 -3.70 48.96 -14.60 64.27 Raf1 94 -0.14 194.31 -1.74 48.96 8.85 64.27 Raf1 95 0.26 136.67 3.60 48.96 -18.11 64.27 Page 133 Of 232 Raf1 96 1.32 136.67 0.27 48.96 1.18 64.27 Raf1 97 1.32 136.67 0.27 48.96 1.18 64.27 Raf1 98 0.18 136.67 -0.72 48.96 -2.82 64.27 Raf1 99 0.18 136.67 -0.72 48.96 -2.82 64.27 Raf1 100 0.51 136.67 0.99 48.96 3.91 64.27 Raf1 101 -0.22 194.31 0.00 48.96 0.00 64.27 Raf1 102 0.51 136.67 0.99 48.96 3.91 64.27 Raf1 103 -0.22 194.31 0.00 48.96 0.00 64.27 Raf1 104 0.37 136.67 -4.86 48.96 -19.18 64.27 Raf1 105 1.45 136.67 -4.81 48.96 -18.97 64.27 Raf2 1 0.17 134.11 2.05 48.96 10.09 64.27 Raf2 2 0.49 134.11 5.93 48.96 29.13 64.27 Raf2 3 0.74 134.11 8.84 48.96 43.42 64.27 Raf2 4 0.52 134.11 5.94 48.96 29.16 64.27 Raf2 5 0.41 134.11 4.96 48.96 24.37 64.27 Raf2 6 0.60 134.11 7.15 48.96 35.09 64.27 Raf2 7 0.46 136.67 -2.42 48.96 -11.86 64.27 Raf2 8 0.46 136.67 -2.42 48.96 -11.86 64.27 Raf2 9 0.15 136.67 -0.97 48.96 -4.77 64.27 Raf2 10 0.15 136.67 -0.97 48.96 -4.77 64.27 Raf2 11 1.16 136.67 1.36 48.96 -6.60 64.27 Raf2 12 1.16 136.67 1.36 48.96 -6.60 64.27 Raf2 13 -0.13 194.31 0.10 48.96 0.49 64.27 Raf2 14 -0.13 194.31 0.10 48.96 0.49 64.27 Raf2 15 0.35 136.67 -2.46 48.96 -12.08 64.27 Raf2 16 -0.30 194.31 -0.97 48.96 -4.77 64.27 Raf2 17 0.35 136.67 -2.46 48.96 -12.08 64.27 Raf2 18 -0.30 194.31 -0.97 48.96 -4.77 64.27 Raf2 19 0.33 134.11 2.34 48.96 11.50 64.27 Raf2 20 0.33 134.11 2.34 48.96 11.50 64.27 Raf2 21 0.29 134.11 3.42 48.96 16.81 64.27 Raf2 22 0.29 134.11 3.42 48.96 16.81 64.27 Raf2 23 0.64 136.67 3.14 48.96 15.44 64.27 Raf2 24 0.64 136.67 3.14 48.96 15.44 64.27 Raf2 25 0.34 134.11 4.23 48.96 20.76 64.27 Raf2 26 0.34 134.11 4.23 48.96 20.76 64.27 Raf2 27 -0.40 194.31 2.31 48.96 11.33 64.27 Raf2 28 -0.49 194.31 3.42 48.96 16.81 64.27 Raf2 29 -0.40 194.31 2.31 48.96 11.33 64.27 Raf2 30 -0.49 194.31 3.42 48.96 16.81 64.27 Raf2 31 0.50 134.11 4.52 48.96 22.21 64.27 Raf2 32 0.50 134.11 4.52 48.96 22.21 64.27 Raf2 33 0.46 134.11 5.61 48.96 27.52 64.27 Raf2 34 0.46 134.11 5.61 48.96 27.52 64.27 Raf2 35 0.54 134.11 5.33 48.96 26.15 64.27 Raf2 36 0.54 134.11 5.33 48.96 26.15 64.27 Raf2 37 0.51 134.11 6.41 48.96 31.47 64.27 Raf2 38 0.51 134.11 6.41 48.96 31.47 64.27 Raf2 39 0.43 134.11 4.49 48.96 22.04 64.27 Raf2 40 -0.67 194.31 5.61 48.96 27.52 64.27 Raf2 41 0.43 134.11 4.49 48.96 22.04 64.27 Raf2 42 -0.67 194.31 5.61 48.96 27.52 64.27 Raf2 43 0.48 136.67 -2.85 48.96 -13.98 64.27 Raf2 44 0.48 136.67 -2.85 48.96 -13.98 64.27 Raf2 45 0.17 136.67 -1.40 48.96 -6.90 64.27 Raf2 46 0.17 136.67 -1.40 48.96 -6.90 64.27 Raf2 47 1.19 136.67 1.78 48.96 -8.72 64.27 Raf2 48 1.19 136.67 1.78 48.96 -8.72 64.27 Raf2 49 -0.10 194.31 -0.33 48.96 -1.64 64.27 Raf2 50 -0.10 194.31 -0.33 48.96 -1.64 64.27 Page 134 Of 232 Raf2 51 0.38 136.67 -2.89 48.96 -14.20 64.27 Raf2 52 -0.28 194.31 -1.40 48.96 -6.90 64.27 Raf2 53 0.38 136.67 -2.89 48.96 -14.20 64.27 Raf2 54 -0.28 194.31 -1.40 48.96 -6.90 64.27 Raf2 55 -1.37 194.31 2.25 48.96 11.06 64.27 Raf2 56 0.70 134.11 2.15 48.96 10.53 64.27 Raf2 57 -0.89 194.31 3.22 48.96 15.79 64.27 Raf2 58 0.64 134.11 3.14 48.96 15.40 64.27 Raf2 59 -1.49 194.31 0.63 48.96 3.08 64.27 Raf2 60 0.70 136.67 0.52 48.96 2.55 64.27 Raf2 61 0.89 134.11 11.86 48.96 52.04 64.27 Raf2 62 0.71 134.11 9.41 48.96 41.55 64.27 Raf2 63 0.65 134.11 6.78 48.96 28.67 64.27 Raf2 64 0.65 134.11 7.87 48.96 33.99 64.27 Raf2 65 0.69 134.11 7.59 48.96 32.62 64.27 Raf2 66 0.70 134.11 8.67 48.96 37.94 64.27 Raf2 67 0.29 134.11 4.09 48.96 20.08 64.27 Raf2 68 0.26 134.11 3.58 48.96 17.58 64.27 Raf2 69 0.24 134.11 0.96 48.96 4.71 64.27 Raf2 70 -0.31 194.31 2.04 48.96 10.02 64.27 Raf2 71 0.72 136.67 1.76 48.96 8.65 64.27 Raf2 72 0.20 134.11 2.84 48.96 13.97 64.27 Raf2 73 0.33 134.11 2.34 48.96 11.50 64.27 Raf2 74 0.64 136.67 3.14 48.96 15.44 64.27 Raf2 75 0.29 134.11 3.42 48.96 16.81 64.27 Raf2 76 0.34 134.11 4.23 48.96 20.76 64.27 Raf2 77 -0.40 194.31 2.31 48.96 11.33 64.27 Raf2 78 -0.49 194.31 3.42 48.96 16.81 64.27 Raf2 79 0.50 134.11 4.52 48.96 22.21 64.27 Raf2 80 0.54 134.11 5.33 48.96 26.15 64.27 Raf2 81 0.46 134.11 5.61 48.96 27.52 64.27 Raf2 82 0.51 134.11 6.41 48.96 31.47 64.27 Raf2 83 0.43 134.11 4.49 48.96 22.04 64.27 Raf2 84 -0.67 194.31 5.61 48.96 27.52 64.27 Raf2 85 0.48 136.67 -2.85 48.96 -13.98 64.27 Raf2 86 1.19 136.67 1.78 48.96 -8.72 64.27 Raf2 87 0.17 136.67 -1.40 48.96 -6.90 64.27 Raf2 88 -0.10 194.31 -0.33 48.96 -1.64 64.27 Raf2 89 0.38 136.67 -2.89 48.96 -14.20 64.27 Raf2 90 -0.28 194.31 -1.40 48.96 -6.90 64.27 Raf2 91 -0.41 194.31 -5.09 48.96 18.31 63.86 Raf2 92 0.43 134.11 5.20 48.96 19.02 62.46 Raf2 93 0.42 134.11 5.55 48.96 27.24 64.27 Raf2 94 0.43 134.11 5.20 48.96 19.02 62.46 Raf2 95 -0.45 194.31 -5.09 48.96 18.31 63.86 Raf2 96 1.11 136.67 0.40 48.96 -1.82 64.27 Raf2 97 1.11 136.67 0.40 48.96 -1.82 64.27 Raf2 98 -0.18 194.31 1.07 48.96 5.27 64.27 Raf2 99 -0.18 194.31 1.07 48.96 5.27 64.27 Raf2 100 0.29 136.67 -1.49 48.96 -7.30 64.27 Raf2 101 -0.36 194.31 0.00 48.96 0.00 64.27 Raf2 102 0.29 136.67 -1.49 48.96 -7.30 64.27 Raf2 103 -0.36 194.31 0.00 48.96 0.00 64.27 Raf2 104 -0.79 194.31 7.29 48.96 35.79 64.27 Raf2 105 0.96 134.11 7.21 48.96 35.40 64.27 Raf3 1 0.17 134.11 -2.05 48.96 10.09 64.27 Raf3 2 0.49 134.11 -5.93 48.96 29.13 64.27 Raf3 3 0.74 134.11 -8.84 48.96 43.42 64.27 Raf3 4 0.52 134.11 -5.94 48.96 29.16 64.27 Raf3 5 0.41 134.11 -4.96 48.96 24.37 64.27 Page 135 Of 232 Raf3 6 0.60 134.11 -7.15 48.96 35.09 64.27 Raf3 7 0.15 136.67 0.97 48.96 -4.77 64.27 Raf3 8 0.15 136.67 0.97 48.96 -4.77 64.27 Raf3 9 0.46 136.67 2.42 48.96 -11.86 64.27 Raf3 10 0.46 136.67 2.42 48.96 -11.86 64.27 Raf3 11 -0.13 194.31 -0.10 48.96 0.49 64.27 Raf3 12 -0.13 194.31 -0.10 48.96 0.49 64.27 Raf3 13 1.16 136.67 -1.36 48.96 -6.60 64.27 Raf3 14 1.16 136.67 -1.36 48.96 -6.60 64.27 Raf3 15 -0.30 194.31 0.97 48.96 -4.77 64.27 Raf3 16 0.35 136.67 2.46 48.96 -12.08 64.27 Raf3 17 -0.30 194.31 0.97 48.96 -4.77 64.27 Raf3 18 0.35 136.67 2.46 48.96 -12.08 64.27 Raf3 19 0.29 134.11 -3.42 48.96 16.81 64.27 Raf3 20 0.29 134.11 -3.42 48.96 16.81 64.27 Raf3 21 0.33 134.11 -2.34 48.96 11.50 64.27 Raf3 22 0.33 134.11 -2.34 48.96 11.50 64.27 Raf3 23 0.34 134.11 -4.23 48.96 20.76 64.27 Raf3 24 0.34 134.11 -4.23 48.96 20.76 64.27 Raf3 25 0.64 136.67 -3.14 48.96 15.44 64.27 Raf3 26 0.64 136.67 -3.14 48.96 15.44 64.27 Raf3 27 -0.49 194.31 -3.42 48.96 16.81 64.27 Raf3 28 -0.40 194.31 -2.31 48.96 11.33 64.27 Raf3 29 -0.49 194.31 -3.42 48.96 16.81 64.27 Raf3 30 -0.40 194.31 -2.31 48.96 11.33 64.27 Raf3 31 0.46 134.11 -5.61 48.96 27.52 64.27 Raf3 32 0.46 134.11 -5.61 48.96 27.52 64.27 Raf3 33 0.50 134.11 -4.52 48.96 22.21 64.27 Raf3 34 0.50 134.11 -4.52 48.96 22.21 64.27 Raf3 35 0.51 134.11 -6.41 48.96 31.47 64.27 Raf3 36 0.51 134.11 -6.41 48.96 31.47 64.27 Raf3 37 0.54 134.11 -5.33 48.96 26.15 64.27 Raf3 38 0.54 134.11 -5.33 48.96 26.15 64.27 Raf3 39 -0.67 194.31 -5.61 48.96 27.52 64.27 Raf3 40 0.43 134.11 -4.49 48.96 22.04 64.27 Raf3 41 -0.67 194.31 -5.61 48.96 27.52 64.27 Raf3 42 0.43 134.11 -4.49 48.96 22.04 64.27 Raf3 43 0.17 136.67 1.40 48.96 -6.90 64.27 Raf3 44 0.17 136.67 1.40 48.96 -6.90 64.27 Raf3 45 0.48 136.67 2.85 48.96 -13.98 64.27 Raf3 46 0.48 136.67 2.85 48.96 -13.98 64.27 Raf3 47 -0.10 194.31 0.33 48.96 -1.64 64.27 Raf3 48 -0.10 194.31 0.33 48.96 -1.64 64.27 Raf3 49 1.19 136.67 -1.78 48.96 -8.72 64.27 Raf3 50 1.19 136.67 -1.78 48.96 -8.72 64.27 Raf3 51 -0.28 194.31 1.40 48.96 -6.90 64.27 Raf3 52 0.38 136.67 2.89 48.96 -14.20 64.27 Raf3 53 -0.28 194.31 1.40 48.96 -6.90 64.27 Raf3 54 0.38 136.67 2.89 48.96 -14.20 64.27 Raf3 55 0.70 134.11 -2.15 48.96 10.53 64.27 Raf3 56 -1.37 194.31 -2.25 48.96 11.06 64.27 Raf3 57 0.64 134.11 -3.14 48.96 15.40 64.27 Raf3 58 -0.89 194.31 -3.22 48.96 15.79 64.27 Raf3 59 0.70 136.67 -0.52 48.96 2.55 64.27 Raf3 60 -1.49 194.31 -0.63 48.96 3.08 64.27 Raf3 61 0.29 134.11 -4.09 48.96 20.08 64.27 Raf3 62 0.26 134.11 -3.58 48.96 17.58 64.27 Raf3 63 -0.31 194.31 -2.04 48.96 10.02 64.27 Raf3 64 0.24 134.11 -0.96 48.96 4.71 64.27 Raf3 65 0.20 134.11 -2.84 48.96 13.97 64.27 Page 136 Of 232 Raf3 66 0.72 136.67 -1.76 48.96 8.65 64.27 Raf3 67 0.89 134.11 -11.86 48.96 52.04 64.27 Raf3 68 0.71 134.11 -9.41 48.96 41.55 64.27 Raf3 69 0.65 134.11 -7.87 48.96 33.99 64.27 Raf3 70 0.65 134.11 -6.78 48.96 28.68 64.27 Raf3 71 0.70 134.11 -8.67 48.96 37.94 64.27 Raf3 72 0.69 134.11 -7.59 48.96 32.62 64.27 Raf3 73 0.29 134.11 -3.42 48.96 16.81 64.27 Raf3 74 0.34 134.11 -4.23 48.96 20.76 64.27 Raf3 75 0.33 134.11 -2.34 48.96 11.50 64.27 Raf3 76 0.64 136.67 -3.14 48.96 15.44 64.27 Raf3 77 -0.49 194.31 -3.42 48.96 16.81 64.27 Raf3 78 -0.40 194.31 -2.31 48.96 11.33 64.27 Raf3 79 0.46 134.11 -5.61 48.96 27.52 64.27 Raf3 80 0.51 134.11 -6.41 48.96 31.47 64.27 Raf3 81 0.50 134.11 -4.52 48.96 22.21 64.27 Raf3 82 0.54 134.11 -5.33 48.96 26.15 64.27 Raf3 83 -0.67 194.31 -5.61 48.96 27.52 64.27 Raf3 84 0.43 134.11 -4.49 48.96 22.04 64.27 Raf3 85 0.17 136.67 1.40 48.96 -6.90 64.27 Raf3 86 -0.10 194.31 0.33 48.96 -1.64 64.27 Raf3 87 0.48 136.67 2.85 48.96 -13.98 64.27 Raf3 88 1.19 136.67 -1.78 48.96 -8.72 64.27 Raf3 89 -0.28 194.31 1.40 48.96 -6.90 64.27 Raf3 90 0.38 136.67 2.89 48.96 -14.20 64.27 Raf3 91 0.43 134.11 -5.21 48.96 19.02 62.46 Raf3 92 -0.41 194.31 5.09 48.96 18.31 63.86 Raf3 93 -0.45 194.31 5.09 48.96 18.31 63.86 Raf3 94 0.43 134.11 -5.21 48.96 19.02 62.46 Raf3 95 0.42 134.11 -5.55 48.96 27.24 64.27 Raf3 96 -0.18 194.31 -1.07 48.96 5.27 64.27 Raf3 97 -0.18 194.31 -1.07 48.96 5.27 64.27 Raf3 98 1.11 136.67 -0.40 48.96 -1.82 64.27 Raf3 99 1.11 136.67 -0.40 48.96 -1.82 64.27 Raf3 100 -0.36 194.31 0.00 48.96 0.00 64.27 Raf3 101 0.29 136.67 1.49 48.96 -7.30 64.27 Raf3 102 -0.36 194.31 0.00 48.96 0.00 64.27 Raf3 103 0.29 136.67 1.49 48.96 -7.30 64.27 Raf3 104 0.96 134.11 -7.21 48.96 35.40 64.27 Raf3 105 -0.79 194.31 -7.29 48.96 35.79 64.27 Raf4 1 0.10 136.67 1.37 48.96 -5.41 64.27 Raf4 2 0.29 136.67 3.96 48.96 -15.61 64.27 Raf4 3 0.43 136.67 5.90 48.96 -23.27 64.27 Raf4 4 0.29 136.67 3.96 48.96 -15.63 64.27 Raf4 5 0.24 136.67 3.31 48.96 -13.06 64.27 Raf4 6 0.35 136.67 4.77 48.96 -18.80 64.27 Raf4 7 0.26 136.67 -0.65 48.96 2.56 64.27 Raf4 8 0.26 136.67 -0.65 48.96 2.56 64.27 Raf4 9 0.57 136.67 -1.63 48.96 6.56 64.27 Raf4 10 0.57 136.67 -1.63 48.96 6.56 64.27 Raf4 11 0.14 136.67 0.07 48.96 -0.26 64.27 Raf4 12 0.14 136.67 0.07 48.96 -0.26 64.27 Raf4 13 1.28 136.67 -0.92 48.96 3.74 64.27 Raf4 14 1.28 136.67 -0.92 48.96 3.74 64.27 Raf4 15 -0.17 194.31 -0.65 48.96 2.56 64.27 Raf4 16 0.47 136.67 -1.64 48.96 6.47 64.27 Raf4 17 -0.17 194.31 -0.65 48.96 2.56 64.27 Raf4 18 0.47 136.67 -1.64 48.96 6.47 64.27 Raf4 19 0.37 136.67 2.28 48.96 -9.01 64.27 Raf4 20 0.37 136.67 2.28 48.96 -9.01 64.27 Page 137 Of 232 Raf4 21 0.63 136.67 1.55 48.96 -6.01 64.27 Raf4 22 0.63 136.67 1.55 48.96 -6.01 64.27 Raf4 23 0.28 136.67 2.82 48.96 -11.12 64.27 Raf4 24 0.28 136.67 2.82 48.96 -11.12 64.27 Raf4 25 1.16 136.67 2.08 48.96 -8.13 64.27 Raf4 26 1.16 136.67 2.08 48.96 -8.13 64.27 Raf4 27 -0.36 194.31 2.28 48.96 -9.01 64.27 Raf4 28 0.53 136.67 1.54 48.96 -6.07 64.27 Raf4 29 -0.36 194.31 2.28 48.96 -9.01 64.27 Raf4 30 0.53 136.67 1.54 48.96 -6.07 64.27 Raf4 31 0.47 136.67 3.74 48.96 -14.75 64.27 Raf4 32 0.47 136.67 3.74 48.96 -14.75 64.27 Raf4 33 0.74 136.67 3.00 48.96 -11.75 64.27 Raf4 34 0.74 136.67 3.00 48.96 -11.75 64.27 Raf4 35 0.38 136.67 4.28 48.96 -16.87 64.27 Raf4 36 0.38 136.67 4.28 48.96 -16.87 64.27 Raf4 37 1.26 136.67 3.54 48.96 -13.87 64.27 Raf4 38 1.26 136.67 3.54 48.96 -13.87 64.27 Raf4 39 -0.48 194.31 3.74 48.96 -14.75 64.27 Raf4 40 0.62 136.67 3.00 48.96 -11.81 64.27 Raf4 41 -0.48 194.31 3.74 48.96 -14.75 64.27 Raf4 42 0.62 136.67 3.00 48.96 -11.81 64.27 Raf4 43 0.24 136.67 -0.94 48.96 3.70 64.27 Raf4 44 0.24 136.67 -0.94 48.96 3.70 64.27 Raf4 45 0.55 136.67 -1.92 48.96 7.69 64.27 Raf4 46 0.55 136.67 -1.92 48.96 7.69 64.27 Raf4 47 0.12 136.67 -0.22 48.96 0.88 64.27 Raf4 48 0.12 136.67 -0.22 48.96 0.88 64.27 Raf4 49 1.25 136.67 -1.21 48.96 4.88 64.27 Raf4 50 1.25 136.67 -1.21 48.96 4.88 64.27 Raf4 51 -0.14 194.31 -0.94 48.96 3.70 64.27 Raf4 52 0.45 136.67 -1.93 48.96 7.61 64.27 Raf4 53 -0.14 194.31 -0.94 48.96 3.70 64.27 Raf4 54 0.45 136.67 -1.93 48.96 7.61 64.27 Raf4 55 1.63 136.67 1.43 48.96 -5.64 64.27 Raf4 56 0.70 136.67 1.50 48.96 -5.92 64.27 Raf4 57 1.28 136.67 2.09 48.96 -8.25 64.27 Raf4 58 0.44 136.67 2.15 48.96 -8.46 64.27 Raf4 59 1.56 136.67 0.35 48.96 -1.37 64.27 Raf4 60 0.79 136.67 0.42 48.96 -1.65 64.27 Raf4 61 -0.28 194.31 2.73 48.96 -10.76 64.27 Raf4 62 -0.24 194.31 2.39 48.96 -9.42 64.27 Raf4 63 0.28 136.67 1.36 48.96 -5.37 64.27 Raf4 64 0.56 136.67 0.62 48.96 -2.37 64.27 Raf4 65 0.19 136.67 1.90 48.96 -7.49 64.27 Raf4 66 1.09 136.67 1.16 48.96 -4.49 64.27 Raf4 67 0.40 136.67 6.24 48.96 -20.27 64.27 Raf4 68 0.33 136.67 5.02 48.96 -16.55 64.27 Raf4 69 0.42 136.67 3.99 48.96 -12.51 64.27 Raf4 70 0.71 136.67 3.26 48.96 -9.54 64.27 Raf4 71 0.33 136.67 4.53 48.96 -14.62 64.27 Raf4 72 1.24 136.67 3.79 48.96 -11.64 64.27 Raf4 73 0.37 136.67 2.28 48.96 -9.01 64.27 Raf4 74 0.28 136.67 2.82 48.96 -11.12 64.27 Raf4 75 0.63 136.67 1.55 48.96 -6.01 64.27 Raf4 76 1.16 136.67 2.08 48.96 -8.13 64.27 Raf4 77 -0.36 194.31 2.28 48.96 -9.01 64.27 Raf4 78 0.53 136.67 1.54 48.96 -6.07 64.27 Raf4 79 0.47 136.67 3.74 48.96 -14.75 64.27 Raf4 80 0.38 136.67 4.28 48.96 -16.87 64.27 Page 138 Of 232 Raf4 81 0.74 136.67 3.00 48.96 -11.75 64.27 Raf4 82 1.26 136.67 3.54 48.96 -13.87 64.27 Raf4 83 -0.48 194.31 3.74 48.96 -14.75 64.27 Raf4 84 0.62 136.67 3.00 48.96 -11.81 64.27 Raf4 85 0.24 136.67 -0.94 48.96 3.70 64.27 Raf4 86 0.12 136.67 -0.22 48.96 0.88 64.27 Raf4 87 0.55 136.67 -1.92 48.96 7.69 64.27 Raf4 88 1.25 136.67 -1.21 48.96 4.88 64.27 Raf4 89 -0.14 194.31 -0.94 48.96 3.70 64.27 Raf4 90 0.45 136.67 -1.93 48.96 7.61 64.27 Raf4 91 -0.14 194.31 1.74 48.96 8.85 64.27 Raf4 92 0.30 136.67 -3.60 48.96 -18.11 64.27 Raf4 93 0.26 136.67 -3.60 48.96 -18.11 64.27 Raf4 94 -0.14 194.31 1.74 48.96 8.85 64.27 Raf4 95 0.27 136.67 3.70 48.96 -14.60 64.27 Raf4 96 0.18 136.67 0.72 48.96 -2.82 64.27 Raf4 97 0.18 136.67 0.72 48.96 -2.82 64.27 Raf4 98 1.32 136.67 -0.27 48.96 1.18 64.27 Raf4 99 1.32 136.67 -0.27 48.96 1.18 64.27 Raf4 100 -0.22 194.31 0.00 48.96 0.00 64.27 Raf4 101 0.51 136.67 -0.99 48.96 3.91 64.27 Raf4 102 -0.22 194.31 0.00 48.96 0.00 64.27 Raf4 103 0.51 136.67 -0.99 48.96 3.91 64.27 Raf4 104 1.45 136.67 4.81 48.96 -18.97 64.27 Raf4 105 0.37 136.67 4.86 48.96 -19.18 64.27 STRENGTH RATIO: Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Col1 1 0.07 0.00 0.00 0.07 0.07 Col1 2 0.20 0.00 0.00 0.20 0.20 Col1 3 0.30 0.00 0.00 0.30 0.30 Col1 4 0.20 0.00 0.00 0.20 0.20 Col1 5 0.17 0.00 0.00 0.17 0.17 Col1 6 0.24 0.00 0.00 0.24 0.24 Col1 7 0.03 0.17 0.71 0.68 0.68 Col1 8 0.03 0.19 0.83 0.80 0.80 Col1 9 0.01 0.17 0.71 0.70 0.70 Col1 10 0.01 0.19 0.83 0.82 0.82 Col1 11 0.02 0.17 0.71 0.70 0.70 Col1 12 0.02 0.19 0.83 0.82 0.82 Col1 13 0.01 0.17 0.71 0.72 0.72 Col1 14 0.01 0.19 0.83 0.84 0.84 Col1 15 0.03 0.17 0.71 0.68 0.68 Col1 16 0.01 0.17 0.71 0.70 0.70 Col1 17 0.03 0.19 0.83 0.80 0.80 Col1 18 0.01 0.19 0.83 0.82 0.82 Col1 19 0.08 0.12 0.53 0.60 0.60 Col1 20 0.08 0.15 0.62 0.69 0.69 Col1 21 0.12 0.12 0.53 0.63 0.63 Col1 22 0.12 0.15 0.62 0.72 0.72 Col1 23 0.11 0.12 0.53 0.62 0.62 Col1 24 0.11 0.15 0.62 0.72 0.72 Col1 25 0.14 0.12 0.53 0.65 0.65 Col1 26 0.14 0.15 0.62 0.74 0.74 Col1 27 0.08 0.12 0.53 0.60 0.60 Col1 28 0.12 0.12 0.53 0.63 0.63 Col1 29 0.08 0.15 0.62 0.69 0.69 Col1 30 0.12 0.15 0.62 0.72 0.72 Page 139 Of 232 Col1 31 0.15 0.12 0.53 0.66 0.66 Col1 32 0.15 0.15 0.62 0.75 0.75 Col1 33 0.19 0.12 0.53 0.72 0.72 Col1 34 0.19 0.15 0.62 0.82 0.82 Col1 35 0.18 0.12 0.53 0.72 0.72 Col1 36 0.18 0.15 0.62 0.81 0.81 Col1 37 0.22 0.12 0.53 0.75 0.75 Col1 38 0.22 0.15 0.62 0.85 0.85 Col1 39 0.15 0.12 0.53 0.66 0.66 Col1 40 0.19 0.12 0.53 0.72 0.72 Col1 41 0.15 0.15 0.62 0.75 0.75 Col1 42 0.19 0.15 0.62 0.82 0.82 Col1 43 0.04 0.17 0.71 0.67 0.67 Col1 44 0.04 0.19 0.83 0.80 0.80 Col1 45 0.02 0.17 0.71 0.69 0.69 Col1 46 0.02 0.19 0.83 0.82 0.82 Col1 47 0.02 0.17 0.71 0.69 0.69 Col1 48 0.02 0.19 0.83 0.81 0.81 Col1 49 0.00 0.17 0.71 0.71 0.71 Col1 50 0.00 0.19 0.83 0.83 0.83 Col1 51 0.04 0.17 0.71 0.67 0.67 Col1 52 0.02 0.17 0.71 0.69 0.69 Col1 53 0.04 0.19 0.83 0.80 0.80 Col1 54 0.02 0.19 0.83 0.82 0.82 Col1 55 0.08 0.00 0.00 0.08 0.08 Col1 56 0.08 0.00 0.00 0.08 0.08 Col1 57 0.11 0.00 0.00 0.11 0.11 Col1 58 0.11 0.00 0.00 0.11 0.11 Col1 59 0.02 0.00 0.00 0.02 0.02 Col1 60 0.03 0.00 0.00 0.03 0.03 Col1 61 0.28 0.00 0.00 0.28 0.28 Col1 62 0.23 0.00 0.00 0.23 0.23 Col1 63 0.14 0.15 0.62 0.74 0.74 Col1 64 0.18 0.15 0.62 0.77 0.77 Col1 65 0.17 0.15 0.62 0.77 0.77 Col1 66 0.20 0.15 0.62 0.83 0.83 Col1 67 0.14 0.00 0.00 0.14 0.14 Col1 68 0.12 0.00 0.00 0.12 0.12 Col1 69 0.04 0.15 0.62 0.65 0.65 Col1 70 0.07 0.15 0.62 0.68 0.68 Col1 71 0.07 0.15 0.62 0.68 0.68 Col1 72 0.10 0.15 0.62 0.71 0.71 Col1 73 0.08 0.00 0.00 0.08 0.08 Col1 74 0.11 0.00 0.00 0.11 0.11 Col1 75 0.12 0.00 0.00 0.12 0.12 Col1 76 0.14 0.00 0.00 0.14 0.14 Col1 77 0.08 0.00 0.00 0.08 0.08 Col1 78 0.12 0.00 0.00 0.12 0.12 Col1 79 0.15 0.00 0.00 0.15 0.15 Col1 80 0.18 0.00 0.00 0.18 0.18 Col1 81 0.19 0.00 0.00 0.19 0.19 Col1 82 0.22 0.00 0.00 0.22 0.22 Col1 83 0.15 0.00 0.00 0.15 0.15 Col1 84 0.19 0.00 0.00 0.19 0.19 Col1 85 0.04 0.00 0.00 0.04 0.04 Col1 86 0.02 0.00 0.00 0.02 0.02 Col1 87 0.02 0.00 0.00 0.02 0.02 Col1 88 0.00 0.00 0.00 0.00 0.00 Col1 89 0.04 0.00 0.00 0.04 0.04 Col1 90 0.02 0.00 0.00 0.02 0.02 Page 140 Of 232 Col1 91 0.21 0.00 0.00 0.21 0.21 Col1 92 0.05 0.00 0.00 0.05 0.05 Col1 93 0.19 0.00 0.00 0.19 0.19 Col1 94 0.05 0.00 0.00 0.05 0.05 Col1 95 0.21 0.00 0.00 0.21 0.21 Col1 96 0.00 0.17 0.71 0.71 0.71 Col1 97 0.00 0.19 0.83 0.83 0.83 Col1 98 0.04 0.17 0.71 0.74 0.74 Col1 99 0.04 0.19 0.83 0.87 0.87 Col1 100 0.02 0.17 0.71 0.69 0.69 Col1 101 0.00 0.17 0.71 0.71 0.71 Col1 102 0.02 0.19 0.83 0.82 0.82 Col1 103 0.00 0.19 0.83 0.83 0.83 Col1 104 0.25 0.00 0.00 0.25 0.25 Col1 105 0.25 0.00 0.00 0.25 0.25 Col2 1 0.08 0.00 0.00 0.08 0.08 Col2 2 0.23 0.00 0.00 0.23 0.23 Col2 3 0.34 0.00 0.00 0.34 0.34 Col2 4 0.23 0.00 0.00 0.23 0.23 Col2 5 0.19 0.00 0.00 0.19 0.19 Col2 6 0.27 0.00 0.00 0.27 0.27 Col2 7 0.05 0.14 0.74 0.69 0.69 Col2 8 0.05 0.15 0.81 0.77 0.77 Col2 9 0.02 0.14 0.74 0.72 0.72 Col2 10 0.02 0.15 0.81 0.79 0.79 Col2 11 0.03 0.14 0.74 0.71 0.71 Col2 12 0.03 0.15 0.81 0.79 0.79 Col2 13 0.01 0.14 0.74 0.74 0.74 Col2 14 0.01 0.15 0.81 0.82 0.82 Col2 15 0.05 0.14 0.74 0.69 0.69 Col2 16 0.02 0.14 0.74 0.72 0.72 Col2 17 0.05 0.15 0.81 0.77 0.77 Col2 18 0.02 0.15 0.81 0.79 0.79 Col2 19 0.09 0.10 0.55 0.64 0.64 Col2 20 0.09 0.12 0.61 0.70 0.70 Col2 21 0.13 0.10 0.55 0.68 0.68 Col2 22 0.13 0.12 0.61 0.74 0.74 Col2 23 0.12 0.10 0.55 0.67 0.67 Col2 24 0.12 0.12 0.61 0.73 0.73 Col2 25 0.16 0.10 0.55 0.76 0.76 Col2 26 0.16 0.12 0.61 0.82 0.82 Col2 27 0.09 0.10 0.55 0.64 0.64 Col2 28 0.13 0.10 0.55 0.68 0.68 Col2 29 0.09 0.12 0.61 0.70 0.70 Col2 30 0.13 0.12 0.61 0.74 0.74 Col2 31 0.17 0.10 0.55 0.77 0.77 Col2 32 0.17 0.12 0.61 0.84 0.84 Col2 33 0.22 0.10 0.55 0.83 0.83 Col2 34 0.22 0.12 0.61 0.89 0.89 Col2 35 0.20 0.10 0.55 0.81 0.81 Col2 36 0.20 0.12 0.61 0.88 0.88 Col2 37 0.25 0.10 0.55 0.87 0.87 Col2 38 0.25 0.12 0.61 0.93 0.93 Col2 39 0.17 0.10 0.55 0.77 0.77 Col2 40 0.22 0.10 0.55 0.83 0.83 Col2 41 0.17 0.12 0.61 0.83 0.83 Col2 42 0.22 0.12 0.61 0.89 0.89 Col2 43 0.05 0.14 0.74 0.68 0.68 Col2 44 0.05 0.15 0.81 0.76 0.76 Col2 45 0.03 0.14 0.74 0.71 0.71 Page 141 Of 232 Col2 46 0.03 0.15 0.81 0.79 0.79 Col2 47 0.03 0.14 0.74 0.70 0.70 Col2 48 0.03 0.15 0.81 0.78 0.78 Col2 49 0.01 0.14 0.74 0.73 0.73 Col2 50 0.01 0.15 0.81 0.81 0.81 Col2 51 0.05 0.14 0.74 0.68 0.68 Col2 52 0.03 0.14 0.74 0.71 0.71 Col2 53 0.05 0.15 0.81 0.76 0.76 Col2 54 0.03 0.15 0.81 0.79 0.79 Col2 55 0.08 0.00 0.00 0.08 0.08 Col2 56 0.09 0.00 0.00 0.09 0.09 Col2 57 0.12 0.00 0.00 0.12 0.12 Col2 58 0.12 0.00 0.00 0.12 0.12 Col2 59 0.02 0.00 0.00 0.02 0.02 Col2 60 0.02 0.00 0.00 0.02 0.02 Col2 61 0.41 0.00 0.00 0.41 0.41 Col2 62 0.33 0.00 0.00 0.33 0.33 Col2 63 0.23 0.12 0.61 0.91 0.91 Col2 64 0.27 0.12 0.61 0.96 0.96 Col2 65 0.26 0.12 0.61 0.95 0.95 Col2 66 0.30 0.12 0.61 1.01 1.01 Col2 67 0.16 0.00 0.00 0.16 0.16 Col2 68 0.14 0.00 0.00 0.14 0.14 Col2 69 0.04 0.12 0.61 0.65 0.65 Col2 70 0.08 0.12 0.61 0.69 0.69 Col2 71 0.07 0.12 0.61 0.68 0.68 Col2 72 0.11 0.12 0.61 0.72 0.72 Col2 73 0.09 0.00 0.00 0.09 0.09 Col2 74 0.12 0.00 0.00 0.12 0.12 Col2 75 0.13 0.00 0.00 0.13 0.13 Col2 76 0.16 0.00 0.00 0.16 0.16 Col2 77 0.09 0.00 0.00 0.09 0.09 Col2 78 0.13 0.00 0.00 0.13 0.13 Col2 79 0.17 0.00 0.00 0.17 0.17 Col2 80 0.20 0.00 0.00 0.20 0.20 Col2 81 0.22 0.00 0.00 0.22 0.22 Col2 82 0.25 0.00 0.00 0.25 0.25 Col2 83 0.17 0.00 0.00 0.17 0.17 Col2 84 0.22 0.00 0.00 0.22 0.22 Col2 85 0.05 0.00 0.00 0.05 0.05 Col2 86 0.03 0.00 0.00 0.03 0.03 Col2 87 0.03 0.00 0.00 0.03 0.03 Col2 88 0.01 0.00 0.00 0.01 0.01 Col2 89 0.05 0.00 0.00 0.05 0.05 Col2 90 0.03 0.00 0.00 0.03 0.03 Col2 91 0.15 0.00 0.00 0.15 0.15 Col2 92 0.15 0.00 0.00 0.15 0.15 Col2 93 0.21 0.00 0.00 0.21 0.21 Col2 94 0.15 0.00 0.00 0.15 0.15 Col2 95 0.15 0.00 0.00 0.15 0.15 Col2 96 0.01 0.14 0.74 0.73 0.73 Col2 97 0.01 0.15 0.81 0.80 0.80 Col2 98 0.04 0.14 0.74 0.78 0.78 Col2 99 0.04 0.15 0.81 0.85 0.85 Col2 100 0.03 0.14 0.74 0.71 0.71 Col2 101 0.00 0.14 0.74 0.74 0.74 Col2 102 0.03 0.15 0.81 0.78 0.78 Col2 103 0.00 0.15 0.81 0.81 0.81 Col2 104 0.28 0.00 0.00 0.28 0.28 Col2 105 0.28 0.00 0.00 0.28 0.28 Page 142 Of 232 Col3 1 0.05 0.00 0.00 0.05 0.05 Col3 2 0.14 0.00 0.00 0.14 0.14 Col3 3 0.21 0.00 0.00 0.21 0.21 Col3 4 0.14 0.00 0.00 0.14 0.14 Col3 5 0.12 0.00 0.00 0.12 0.12 Col3 6 0.17 0.00 0.00 0.17 0.17 Col3 7 0.01 0.14 0.86 0.84 0.84 Col3 8 0.01 0.15 0.95 0.93 0.93 Col3 9 0.01 0.14 0.86 0.84 0.84 Col3 10 0.01 0.15 0.95 0.93 0.93 Col3 11 0.00 0.14 0.86 0.86 0.86 Col3 12 0.00 0.15 0.95 0.95 0.95 Col3 13 0.00 0.14 0.86 0.86 0.86 Col3 14 0.00 0.15 0.95 0.95 0.95 Col3 15 0.02 0.14 0.86 0.84 0.84 Col3 16 0.02 0.14 0.86 0.84 0.84 Col3 17 0.02 0.15 0.95 0.93 0.93 Col3 18 0.02 0.15 0.95 0.93 0.93 Col3 19 0.08 0.11 0.64 0.72 0.72 Col3 20 0.08 0.12 0.71 0.78 0.78 Col3 21 0.08 0.11 0.64 0.72 0.72 Col3 22 0.08 0.12 0.71 0.78 0.78 Col3 23 0.09 0.11 0.64 0.74 0.74 Col3 24 0.09 0.12 0.71 0.80 0.80 Col3 25 0.09 0.11 0.64 0.74 0.74 Col3 26 0.09 0.12 0.71 0.80 0.80 Col3 27 0.07 0.11 0.64 0.71 0.71 Col3 28 0.07 0.11 0.64 0.71 0.71 Col3 29 0.07 0.12 0.71 0.78 0.78 Col3 30 0.07 0.12 0.71 0.78 0.78 Col3 31 0.12 0.11 0.64 0.77 0.77 Col3 32 0.12 0.12 0.71 0.83 0.83 Col3 33 0.12 0.11 0.64 0.77 0.77 Col3 34 0.12 0.12 0.71 0.83 0.83 Col3 35 0.14 0.11 0.64 0.78 0.78 Col3 36 0.14 0.12 0.71 0.85 0.85 Col3 37 0.14 0.11 0.64 0.78 0.78 Col3 38 0.14 0.12 0.71 0.85 0.85 Col3 39 0.12 0.11 0.64 0.76 0.76 Col3 40 0.12 0.11 0.64 0.76 0.76 Col3 41 0.12 0.12 0.71 0.83 0.83 Col3 42 0.12 0.12 0.71 0.83 0.83 Col3 43 0.02 0.14 0.86 0.84 0.84 Col3 44 0.02 0.15 0.95 0.93 0.93 Col3 45 0.02 0.14 0.86 0.84 0.84 Col3 46 0.02 0.15 0.95 0.93 0.93 Col3 47 0.01 0.14 0.86 0.85 0.85 Col3 48 0.01 0.15 0.95 0.94 0.94 Col3 49 0.01 0.14 0.86 0.85 0.85 Col3 50 0.01 0.15 0.95 0.94 0.94 Col3 51 0.02 0.14 0.86 0.84 0.84 Col3 52 0.02 0.14 0.86 0.84 0.84 Col3 53 0.02 0.15 0.95 0.93 0.93 Col3 54 0.02 0.15 0.95 0.93 0.93 Col3 55 0.06 0.00 0.00 0.06 0.06 Col3 56 0.06 0.00 0.00 0.06 0.06 Col3 57 0.08 0.00 0.00 0.08 0.08 Col3 58 0.08 0.00 0.00 0.08 0.08 Col3 59 0.02 0.00 0.00 0.02 0.02 Col3 60 0.02 0.00 0.00 0.02 0.02 Page 143 Of 232 Col3 61 0.19 0.00 0.00 0.19 0.19 Col3 62 0.16 0.00 0.00 0.16 0.16 Col3 63 0.12 0.12 0.71 0.83 0.83 Col3 64 0.12 0.12 0.71 0.83 0.83 Col3 65 0.13 0.12 0.71 0.84 0.84 Col3 66 0.13 0.12 0.71 0.84 0.84 Col3 67 0.19 0.00 0.00 0.19 0.19 Col3 68 0.16 0.00 0.00 0.16 0.16 Col3 69 0.12 0.12 0.71 0.83 0.83 Col3 70 0.12 0.12 0.71 0.83 0.83 Col3 71 0.13 0.12 0.71 0.84 0.84 Col3 72 0.13 0.12 0.71 0.84 0.84 Col3 73 0.08 0.00 0.00 0.08 0.08 Col3 74 0.09 0.00 0.00 0.09 0.09 Col3 75 0.08 0.00 0.00 0.08 0.08 Col3 76 0.09 0.00 0.00 0.09 0.09 Col3 77 0.07 0.00 0.00 0.07 0.07 Col3 78 0.07 0.00 0.00 0.07 0.07 Col3 79 0.12 0.00 0.00 0.12 0.12 Col3 80 0.14 0.00 0.00 0.14 0.14 Col3 81 0.12 0.00 0.00 0.12 0.12 Col3 82 0.14 0.00 0.00 0.14 0.14 Col3 83 0.12 0.00 0.00 0.12 0.12 Col3 84 0.12 0.00 0.00 0.12 0.12 Col3 85 0.02 0.00 0.00 0.02 0.02 Col3 86 0.01 0.00 0.00 0.01 0.01 Col3 87 0.02 0.00 0.00 0.02 0.02 Col3 88 0.01 0.00 0.00 0.01 0.01 Col3 89 0.02 0.00 0.00 0.02 0.02 Col3 90 0.02 0.00 0.00 0.02 0.02 Col3 91 0.09 0.00 0.00 0.09 0.09 Col3 92 0.09 0.00 0.00 0.09 0.09 Col3 93 0.08 0.00 0.00 0.08 0.08 Col3 94 0.14 0.00 0.00 0.14 0.14 Col3 95 0.08 0.00 0.00 0.08 0.08 Col3 96 0.02 0.14 0.86 0.88 0.88 Col3 97 0.02 0.15 0.95 0.96 0.96 Col3 98 0.02 0.14 0.86 0.88 0.88 Col3 99 0.02 0.15 0.95 0.96 0.96 Col3 100 0.01 0.14 0.86 0.85 0.85 Col3 101 0.01 0.14 0.86 0.85 0.85 Col3 102 0.01 0.15 0.95 0.94 0.94 Col3 103 0.01 0.15 0.95 0.94 0.94 Col3 104 0.17 0.00 0.00 0.17 0.17 Col3 105 0.17 0.00 0.00 0.17 0.17 Col4 1 0.08 0.00 0.00 0.08 0.08 Col4 2 0.23 0.00 0.00 0.23 0.23 Col4 3 0.34 0.00 0.00 0.34 0.34 Col4 4 0.23 0.00 0.00 0.23 0.23 Col4 5 0.19 0.00 0.00 0.19 0.19 Col4 6 0.27 0.00 0.00 0.27 0.27 Col4 7 0.02 0.14 0.73 0.71 0.71 Col4 8 0.02 0.15 0.81 0.79 0.79 Col4 9 0.05 0.14 0.73 0.69 0.69 Col4 10 0.05 0.15 0.81 0.76 0.76 Col4 11 0.01 0.14 0.73 0.74 0.74 Col4 12 0.01 0.15 0.81 0.81 0.81 Col4 13 0.03 0.14 0.73 0.71 0.71 Col4 14 0.03 0.15 0.81 0.78 0.78 Col4 15 0.02 0.14 0.73 0.71 0.71 Page 144 Of 232 Col4 16 0.05 0.14 0.73 0.69 0.69 Col4 17 0.02 0.15 0.81 0.79 0.79 Col4 18 0.05 0.15 0.81 0.76 0.76 Col4 19 0.13 0.10 0.55 0.68 0.68 Col4 20 0.13 0.12 0.61 0.74 0.74 Col4 21 0.09 0.10 0.55 0.64 0.64 Col4 22 0.09 0.12 0.61 0.69 0.69 Col4 23 0.16 0.10 0.55 0.76 0.76 Col4 24 0.16 0.12 0.61 0.82 0.82 Col4 25 0.12 0.10 0.55 0.67 0.67 Col4 26 0.12 0.12 0.61 0.72 0.72 Col4 27 0.13 0.10 0.55 0.68 0.68 Col4 28 0.09 0.10 0.55 0.64 0.64 Col4 29 0.13 0.12 0.61 0.74 0.74 Col4 30 0.09 0.12 0.61 0.69 0.69 Col4 31 0.22 0.10 0.55 0.82 0.82 Col4 32 0.22 0.12 0.61 0.89 0.89 Col4 33 0.17 0.10 0.55 0.77 0.77 Col4 34 0.17 0.12 0.61 0.83 0.83 Col4 35 0.25 0.10 0.55 0.86 0.86 Col4 36 0.25 0.12 0.61 0.93 0.93 Col4 37 0.20 0.10 0.55 0.81 0.81 Col4 38 0.20 0.12 0.61 0.87 0.87 Col4 39 0.22 0.10 0.55 0.82 0.82 Col4 40 0.17 0.10 0.55 0.77 0.77 Col4 41 0.22 0.12 0.61 0.89 0.89 Col4 42 0.17 0.12 0.61 0.83 0.83 Col4 43 0.03 0.14 0.73 0.71 0.71 Col4 44 0.03 0.15 0.81 0.78 0.78 Col4 45 0.05 0.14 0.73 0.68 0.68 Col4 46 0.05 0.15 0.81 0.75 0.75 Col4 47 0.01 0.14 0.73 0.73 0.73 Col4 48 0.01 0.15 0.81 0.80 0.80 Col4 49 0.03 0.14 0.73 0.70 0.70 Col4 50 0.03 0.15 0.81 0.77 0.77 Col4 51 0.03 0.14 0.73 0.71 0.71 Col4 52 0.05 0.14 0.73 0.68 0.68 Col4 53 0.03 0.15 0.81 0.78 0.78 Col4 54 0.05 0.15 0.81 0.75 0.75 Col4 55 0.09 0.00 0.00 0.09 0.09 Col4 56 0.08 0.00 0.00 0.08 0.08 Col4 57 0.12 0.00 0.00 0.12 0.12 Col4 58 0.12 0.00 0.00 0.12 0.12 Col4 59 0.02 0.00 0.00 0.02 0.02 Col4 60 0.02 0.00 0.00 0.02 0.02 Col4 61 0.16 0.00 0.00 0.16 0.16 Col4 62 0.14 0.00 0.00 0.14 0.14 Col4 63 0.08 0.12 0.61 0.68 0.68 Col4 64 0.04 0.12 0.61 0.64 0.64 Col4 65 0.11 0.12 0.61 0.71 0.71 Col4 66 0.07 0.12 0.61 0.67 0.67 Col4 67 0.41 0.00 0.00 0.41 0.41 Col4 68 0.33 0.00 0.00 0.33 0.33 Col4 69 0.27 0.12 0.61 0.96 0.96 Col4 70 0.23 0.12 0.61 0.90 0.90 Col4 71 0.30 0.12 0.61 1.00 1.00 Col4 72 0.26 0.12 0.61 0.94 0.94 Col4 73 0.13 0.00 0.00 0.13 0.13 Col4 74 0.16 0.00 0.00 0.16 0.16 Col4 75 0.09 0.00 0.00 0.09 0.09 Page 145 Of 232 Col4 76 0.12 0.00 0.00 0.12 0.12 Col4 77 0.13 0.00 0.00 0.13 0.13 Col4 78 0.09 0.00 0.00 0.09 0.09 Col4 79 0.22 0.00 0.00 0.22 0.22 Col4 80 0.25 0.00 0.00 0.25 0.25 Col4 81 0.17 0.00 0.00 0.17 0.17 Col4 82 0.20 0.00 0.00 0.20 0.20 Col4 83 0.22 0.00 0.00 0.22 0.22 Col4 84 0.17 0.00 0.00 0.17 0.17 Col4 85 0.03 0.00 0.00 0.03 0.03 Col4 86 0.01 0.00 0.00 0.01 0.01 Col4 87 0.05 0.00 0.00 0.05 0.05 Col4 88 0.03 0.00 0.00 0.03 0.03 Col4 89 0.03 0.00 0.00 0.03 0.03 Col4 90 0.05 0.00 0.00 0.05 0.05 Col4 91 0.15 0.00 0.00 0.15 0.15 Col4 92 0.15 0.00 0.00 0.15 0.15 Col4 93 0.15 0.00 0.00 0.15 0.15 Col4 94 0.15 0.00 0.00 0.15 0.15 Col4 95 0.21 0.00 0.00 0.21 0.21 Col4 96 0.04 0.14 0.73 0.77 0.77 Col4 97 0.04 0.15 0.81 0.85 0.85 Col4 98 0.01 0.14 0.73 0.72 0.72 Col4 99 0.01 0.15 0.81 0.80 0.80 Col4 100 0.00 0.14 0.73 0.73 0.73 Col4 101 0.03 0.14 0.73 0.70 0.70 Col4 102 0.00 0.15 0.81 0.81 0.81 Col4 103 0.03 0.15 0.81 0.78 0.78 Col4 104 0.28 0.00 0.00 0.28 0.28 Col4 105 0.28 0.00 0.00 0.28 0.28 Col5 1 0.07 0.00 0.00 0.07 0.07 Col5 2 0.20 0.00 0.00 0.20 0.20 Col5 3 0.30 0.00 0.00 0.30 0.30 Col5 4 0.20 0.00 0.00 0.20 0.20 Col5 5 0.17 0.00 0.00 0.17 0.17 Col5 6 0.24 0.00 0.00 0.24 0.24 Col5 7 0.01 0.17 0.69 0.68 0.68 Col5 8 0.01 0.19 0.81 0.80 0.80 Col5 9 0.03 0.17 0.69 0.66 0.66 Col5 10 0.03 0.19 0.81 0.78 0.78 Col5 11 0.01 0.17 0.69 0.70 0.70 Col5 12 0.01 0.19 0.81 0.81 0.81 Col5 13 0.02 0.17 0.69 0.67 0.67 Col5 14 0.02 0.19 0.81 0.79 0.79 Col5 15 0.01 0.17 0.69 0.68 0.68 Col5 16 0.03 0.17 0.69 0.66 0.66 Col5 17 0.01 0.19 0.81 0.80 0.80 Col5 18 0.03 0.19 0.81 0.78 0.78 Col5 19 0.12 0.12 0.52 0.63 0.63 Col5 20 0.12 0.15 0.61 0.72 0.72 Col5 21 0.08 0.12 0.52 0.59 0.59 Col5 22 0.08 0.15 0.61 0.68 0.68 Col5 23 0.14 0.12 0.52 0.65 0.65 Col5 24 0.14 0.15 0.61 0.74 0.74 Col5 25 0.11 0.12 0.52 0.62 0.62 Col5 26 0.11 0.15 0.61 0.71 0.71 Col5 27 0.12 0.12 0.52 0.63 0.63 Col5 28 0.08 0.12 0.52 0.59 0.59 Col5 29 0.12 0.15 0.61 0.72 0.72 Col5 30 0.08 0.15 0.61 0.68 0.68 Page 146 Of 232 Col5 31 0.19 0.12 0.52 0.73 0.73 Col5 32 0.19 0.15 0.61 0.82 0.82 Col5 33 0.15 0.12 0.52 0.66 0.66 Col5 34 0.15 0.15 0.61 0.75 0.75 Col5 35 0.22 0.12 0.52 0.76 0.76 Col5 36 0.22 0.15 0.61 0.85 0.85 Col5 37 0.18 0.12 0.52 0.72 0.72 Col5 38 0.18 0.15 0.61 0.81 0.81 Col5 39 0.19 0.12 0.52 0.73 0.73 Col5 40 0.15 0.12 0.52 0.66 0.66 Col5 41 0.19 0.15 0.61 0.82 0.82 Col5 42 0.15 0.15 0.61 0.75 0.75 Col5 43 0.02 0.17 0.69 0.67 0.67 Col5 44 0.02 0.19 0.81 0.79 0.79 Col5 45 0.04 0.17 0.69 0.65 0.65 Col5 46 0.04 0.19 0.81 0.77 0.77 Col5 47 0.00 0.17 0.69 0.69 0.69 Col5 48 0.00 0.19 0.81 0.80 0.80 Col5 49 0.02 0.17 0.69 0.67 0.67 Col5 50 0.02 0.19 0.81 0.79 0.79 Col5 51 0.02 0.17 0.69 0.67 0.67 Col5 52 0.04 0.17 0.69 0.65 0.65 Col5 53 0.02 0.19 0.81 0.79 0.79 Col5 54 0.04 0.19 0.81 0.77 0.77 Col5 55 0.08 0.00 0.00 0.08 0.08 Col5 56 0.08 0.00 0.00 0.08 0.08 Col5 57 0.11 0.00 0.00 0.11 0.11 Col5 58 0.11 0.00 0.00 0.11 0.11 Col5 59 0.03 0.00 0.00 0.03 0.03 Col5 60 0.02 0.00 0.00 0.02 0.02 Col5 61 0.14 0.00 0.00 0.14 0.14 Col5 62 0.12 0.00 0.00 0.12 0.12 Col5 63 0.07 0.15 0.61 0.67 0.67 Col5 64 0.04 0.15 0.61 0.64 0.64 Col5 65 0.10 0.15 0.61 0.70 0.70 Col5 66 0.07 0.15 0.61 0.67 0.67 Col5 67 0.28 0.00 0.00 0.28 0.28 Col5 68 0.23 0.00 0.00 0.23 0.23 Col5 69 0.18 0.15 0.61 0.81 0.81 Col5 70 0.14 0.15 0.61 0.74 0.74 Col5 71 0.20 0.15 0.61 0.84 0.84 Col5 72 0.17 0.15 0.61 0.80 0.80 Col5 73 0.12 0.00 0.00 0.12 0.12 Col5 74 0.14 0.00 0.00 0.14 0.14 Col5 75 0.08 0.00 0.00 0.08 0.08 Col5 76 0.11 0.00 0.00 0.11 0.11 Col5 77 0.12 0.00 0.00 0.12 0.12 Col5 78 0.08 0.00 0.00 0.08 0.08 Col5 79 0.19 0.00 0.00 0.19 0.19 Col5 80 0.22 0.00 0.00 0.22 0.22 Col5 81 0.15 0.00 0.00 0.15 0.15 Col5 82 0.18 0.00 0.00 0.18 0.18 Col5 83 0.19 0.00 0.00 0.19 0.19 Col5 84 0.15 0.00 0.00 0.15 0.15 Col5 85 0.02 0.00 0.00 0.02 0.02 Col5 86 0.00 0.00 0.00 0.00 0.00 Col5 87 0.04 0.00 0.00 0.04 0.04 Col5 88 0.02 0.00 0.00 0.02 0.02 Col5 89 0.02 0.00 0.00 0.02 0.02 Col5 90 0.04 0.00 0.00 0.04 0.04 Page 147 Of 232 Col5 91 0.05 0.00 0.00 0.05 0.05 Col5 92 0.21 0.00 0.00 0.21 0.21 Col5 93 0.21 0.00 0.00 0.21 0.21 Col5 94 0.05 0.00 0.00 0.05 0.05 Col5 95 0.19 0.00 0.00 0.19 0.19 Col5 96 0.04 0.17 0.69 0.73 0.73 Col5 97 0.04 0.19 0.81 0.84 0.84 Col5 98 0.00 0.17 0.69 0.69 0.69 Col5 99 0.00 0.19 0.81 0.81 0.81 Col5 100 0.00 0.17 0.69 0.69 0.69 Col5 101 0.02 0.17 0.69 0.67 0.67 Col5 102 0.00 0.19 0.81 0.81 0.81 Col5 103 0.02 0.19 0.81 0.79 0.79 Col5 104 0.25 0.00 0.00 0.25 0.25 Col5 105 0.25 0.00 0.00 0.25 0.25 ----- ---- ----- ----- ------ ------ ------ ----- Raf1 1 0.00 0.03 0.08 0.08 0.08 Raf1 2 0.00 0.08 0.24 0.24 0.24 Raf1 3 0.00 0.12 0.36 0.36 0.36 Raf1 4 0.00 0.08 0.24 0.24 0.24 Raf1 5 0.00 0.07 0.20 0.20 0.20 Raf1 6 0.00 0.10 0.29 0.29 0.29 Raf1 7 0.00 0.03 0.10 0.10 0.10 Raf1 8 0.00 0.03 0.10 0.10 0.10 Raf1 9 0.00 0.01 0.04 0.04 0.04 Raf1 10 0.00 0.01 0.04 0.04 0.04 Raf1 11 0.01 0.02 0.06 0.06 0.06 Raf1 12 0.01 0.02 0.06 0.06 0.06 Raf1 13 0.00 0.00 0.00 0.00 0.00 Raf1 14 0.00 0.00 0.00 0.00 0.00 Raf1 15 0.00 0.03 0.10 0.10 0.10 Raf1 16 0.00 0.01 0.04 0.04 0.04 Raf1 17 0.00 0.03 0.10 0.10 0.10 Raf1 18 0.00 0.01 0.04 0.04 0.04 Raf1 19 0.00 0.03 0.09 0.09 0.09 Raf1 20 0.00 0.03 0.09 0.09 0.09 Raf1 21 0.00 0.05 0.14 0.14 0.14 Raf1 22 0.00 0.05 0.14 0.14 0.14 Raf1 23 0.01 0.04 0.13 0.13 0.13 Raf1 24 0.01 0.04 0.13 0.13 0.13 Raf1 25 0.00 0.06 0.17 0.17 0.17 Raf1 26 0.00 0.06 0.17 0.17 0.17 Raf1 27 0.00 0.03 0.09 0.10 0.10 Raf1 28 0.00 0.05 0.14 0.14 0.14 Raf1 29 0.00 0.03 0.09 0.10 0.10 Raf1 30 0.00 0.05 0.14 0.14 0.14 Raf1 31 0.01 0.06 0.18 0.18 0.18 Raf1 32 0.01 0.06 0.18 0.18 0.18 Raf1 33 0.00 0.08 0.23 0.23 0.23 Raf1 34 0.00 0.08 0.23 0.23 0.23 Raf1 35 0.01 0.07 0.22 0.22 0.22 Raf1 36 0.01 0.07 0.22 0.22 0.22 Raf1 37 0.00 0.09 0.26 0.26 0.26 Raf1 38 0.00 0.09 0.26 0.26 0.26 Raf1 39 0.00 0.06 0.18 0.18 0.18 Raf1 40 0.00 0.08 0.23 0.23 0.23 Raf1 41 0.00 0.06 0.18 0.18 0.18 Raf1 42 0.00 0.08 0.23 0.23 0.23 Raf1 43 0.00 0.04 0.12 0.12 0.12 Raf1 44 0.00 0.04 0.12 0.12 0.12 Page 148 Of 232 Raf1 45 0.00 0.02 0.06 0.06 0.06 Raf1 46 0.00 0.02 0.06 0.06 0.06 Raf1 47 0.01 0.02 0.08 0.08 0.08 Raf1 48 0.01 0.02 0.08 0.08 0.08 Raf1 49 0.00 0.00 0.01 0.01 0.01 Raf1 50 0.00 0.00 0.01 0.01 0.01 Raf1 51 0.00 0.04 0.12 0.12 0.12 Raf1 52 0.00 0.02 0.06 0.06 0.06 Raf1 53 0.00 0.04 0.12 0.12 0.12 Raf1 54 0.00 0.02 0.06 0.06 0.06 Raf1 55 0.01 0.03 0.09 0.09 0.09 Raf1 56 0.01 0.03 0.09 0.09 0.09 Raf1 57 0.00 0.04 0.13 0.13 0.13 Raf1 58 0.01 0.04 0.13 0.13 0.13 Raf1 59 0.01 0.01 0.03 0.03 0.03 Raf1 60 0.01 0.01 0.02 0.03 0.03 Raf1 61 0.00 0.13 0.32 0.32 0.32 Raf1 62 0.00 0.10 0.26 0.26 0.26 Raf1 63 0.01 0.07 0.15 0.15 0.15 Raf1 64 0.00 0.08 0.19 0.19 0.19 Raf1 65 0.01 0.08 0.18 0.18 0.18 Raf1 66 0.00 0.09 0.23 0.23 0.23 Raf1 67 0.00 0.06 0.17 0.17 0.17 Raf1 68 0.00 0.05 0.15 0.15 0.15 Raf1 69 0.00 0.01 0.04 0.04 0.04 Raf1 70 0.00 0.03 0.08 0.08 0.08 Raf1 71 0.01 0.02 0.07 0.07 0.07 Raf1 72 0.00 0.04 0.12 0.12 0.12 Raf1 73 0.00 0.03 0.09 0.09 0.09 Raf1 74 0.01 0.04 0.13 0.13 0.13 Raf1 75 0.00 0.05 0.14 0.14 0.14 Raf1 76 0.00 0.06 0.17 0.17 0.17 Raf1 77 0.00 0.03 0.09 0.10 0.10 Raf1 78 0.00 0.05 0.14 0.14 0.14 Raf1 79 0.01 0.06 0.18 0.18 0.18 Raf1 80 0.01 0.07 0.22 0.22 0.22 Raf1 81 0.00 0.08 0.23 0.23 0.23 Raf1 82 0.00 0.09 0.26 0.26 0.26 Raf1 83 0.00 0.06 0.18 0.18 0.18 Raf1 84 0.00 0.08 0.23 0.23 0.23 Raf1 85 0.00 0.04 0.12 0.12 0.12 Raf1 86 0.01 0.02 0.08 0.08 0.08 Raf1 87 0.00 0.02 0.06 0.06 0.06 Raf1 88 0.00 0.00 0.01 0.01 0.01 Raf1 89 0.00 0.04 0.12 0.12 0.12 Raf1 90 0.00 0.02 0.06 0.06 0.06 Raf1 91 0.00 0.07 0.28 0.28 0.28 Raf1 92 0.00 0.04 0.14 0.14 0.14 Raf1 93 0.00 0.08 0.23 0.23 0.23 Raf1 94 0.00 0.04 0.14 0.14 0.14 Raf1 95 0.00 0.07 0.28 0.28 0.28 Raf1 96 0.01 0.01 0.02 0.02 0.02 Raf1 97 0.01 0.01 0.02 0.02 0.02 Raf1 98 0.00 0.01 0.04 0.04 0.04 Raf1 99 0.00 0.01 0.04 0.04 0.04 Raf1 100 0.00 0.02 0.06 0.06 0.06 Raf1 101 0.00 0.00 0.00 0.00 0.00 Raf1 102 0.00 0.02 0.06 0.06 0.06 Raf1 103 0.00 0.00 0.00 0.00 0.00 Raf1 104 0.00 0.10 0.30 0.30 0.30 Page 149 Of 232 Raf1 105 0.01 0.10 0.30 0.30 0.30 Raf2 1 0.00 0.04 0.16 0.16 0.16 Raf2 2 0.00 0.12 0.45 0.46 0.46 Raf2 3 0.01 0.18 0.68 0.68 0.68 Raf2 4 0.00 0.12 0.45 0.46 0.46 Raf2 5 0.00 0.10 0.38 0.38 0.38 Raf2 6 0.00 0.15 0.55 0.55 0.55 Raf2 7 0.00 0.05 0.18 0.19 0.19 Raf2 8 0.00 0.05 0.18 0.19 0.19 Raf2 9 0.00 0.02 0.07 0.07 0.07 Raf2 10 0.00 0.02 0.07 0.07 0.07 Raf2 11 0.01 0.03 0.10 0.11 0.11 Raf2 12 0.01 0.03 0.10 0.11 0.11 Raf2 13 0.00 0.00 0.01 0.01 0.01 Raf2 14 0.00 0.00 0.01 0.01 0.01 Raf2 15 0.00 0.05 0.19 0.19 0.19 Raf2 16 0.00 0.02 0.07 0.07 0.07 Raf2 17 0.00 0.05 0.19 0.19 0.19 Raf2 18 0.00 0.02 0.07 0.07 0.07 Raf2 19 0.00 0.05 0.18 0.18 0.18 Raf2 20 0.00 0.05 0.18 0.18 0.18 Raf2 21 0.00 0.07 0.26 0.26 0.26 Raf2 22 0.00 0.07 0.26 0.26 0.26 Raf2 23 0.00 0.06 0.24 0.24 0.24 Raf2 24 0.00 0.06 0.24 0.24 0.24 Raf2 25 0.00 0.09 0.32 0.32 0.32 Raf2 26 0.00 0.09 0.32 0.32 0.32 Raf2 27 0.00 0.05 0.18 0.18 0.18 Raf2 28 0.00 0.07 0.26 0.26 0.26 Raf2 29 0.00 0.05 0.18 0.18 0.18 Raf2 30 0.00 0.07 0.26 0.26 0.26 Raf2 31 0.00 0.09 0.35 0.35 0.35 Raf2 32 0.00 0.09 0.35 0.35 0.35 Raf2 33 0.00 0.11 0.43 0.43 0.43 Raf2 34 0.00 0.11 0.43 0.43 0.43 Raf2 35 0.00 0.11 0.41 0.41 0.41 Raf2 36 0.00 0.11 0.41 0.41 0.41 Raf2 37 0.00 0.13 0.49 0.49 0.49 Raf2 38 0.00 0.13 0.49 0.49 0.49 Raf2 39 0.00 0.09 0.34 0.34 0.34 Raf2 40 0.00 0.11 0.43 0.43 0.43 Raf2 41 0.00 0.09 0.34 0.34 0.34 Raf2 42 0.00 0.11 0.43 0.43 0.43 Raf2 43 0.00 0.06 0.22 0.22 0.22 Raf2 44 0.00 0.06 0.22 0.22 0.22 Raf2 45 0.00 0.03 0.11 0.11 0.11 Raf2 46 0.00 0.03 0.11 0.11 0.11 Raf2 47 0.01 0.04 0.14 0.14 0.14 Raf2 48 0.01 0.04 0.14 0.14 0.14 Raf2 49 0.00 0.01 0.03 0.03 0.03 Raf2 50 0.00 0.01 0.03 0.03 0.03 Raf2 51 0.00 0.06 0.22 0.22 0.22 Raf2 52 0.00 0.03 0.11 0.11 0.11 Raf2 53 0.00 0.06 0.22 0.22 0.22 Raf2 54 0.00 0.03 0.11 0.11 0.11 Raf2 55 0.01 0.05 0.17 0.18 0.18 Raf2 56 0.01 0.04 0.16 0.17 0.17 Raf2 57 0.00 0.07 0.25 0.25 0.25 Raf2 58 0.00 0.06 0.24 0.24 0.24 Raf2 59 0.01 0.01 0.05 0.05 0.05 Page 150 Of 232 Raf2 60 0.01 0.01 0.04 0.04 0.04 Raf2 61 0.01 0.24 0.81 0.81 0.81 Raf2 62 0.01 0.19 0.65 0.65 0.65 Raf2 63 0.00 0.14 0.45 0.45 0.45 Raf2 64 0.00 0.16 0.53 0.53 0.53 Raf2 65 0.01 0.15 0.51 0.51 0.51 Raf2 66 0.01 0.18 0.59 0.59 0.59 Raf2 67 0.00 0.08 0.31 0.31 0.31 Raf2 68 0.00 0.07 0.27 0.27 0.27 Raf2 69 0.00 0.02 0.07 0.07 0.07 Raf2 70 0.00 0.04 0.16 0.16 0.16 Raf2 71 0.01 0.04 0.13 0.14 0.14 Raf2 72 0.00 0.06 0.22 0.22 0.22 Raf2 73 0.00 0.05 0.18 0.18 0.18 Raf2 74 0.00 0.06 0.24 0.24 0.24 Raf2 75 0.00 0.07 0.26 0.26 0.26 Raf2 76 0.00 0.09 0.32 0.32 0.32 Raf2 77 0.00 0.05 0.18 0.18 0.18 Raf2 78 0.00 0.07 0.26 0.26 0.26 Raf2 79 0.00 0.09 0.35 0.35 0.35 Raf2 80 0.00 0.11 0.41 0.41 0.41 Raf2 81 0.00 0.11 0.43 0.43 0.43 Raf2 82 0.00 0.13 0.49 0.49 0.49 Raf2 83 0.00 0.09 0.34 0.34 0.34 Raf2 84 0.00 0.11 0.43 0.43 0.43 Raf2 85 0.00 0.06 0.22 0.22 0.22 Raf2 86 0.01 0.04 0.14 0.14 0.14 Raf2 87 0.00 0.03 0.11 0.11 0.11 Raf2 88 0.00 0.01 0.03 0.03 0.03 Raf2 89 0.00 0.06 0.22 0.22 0.22 Raf2 90 0.00 0.03 0.11 0.11 0.11 Raf2 91 0.00 0.10 0.29 0.29 0.29 Raf2 92 0.00 0.11 0.30 0.31 0.31 Raf2 93 0.00 0.11 0.42 0.43 0.43 Raf2 94 0.00 0.11 0.30 0.31 0.31 Raf2 95 0.00 0.10 0.29 0.29 0.29 Raf2 96 0.01 0.01 0.03 0.03 0.03 Raf2 97 0.01 0.01 0.03 0.03 0.03 Raf2 98 0.00 0.02 0.08 0.08 0.08 Raf2 99 0.00 0.02 0.08 0.08 0.08 Raf2 100 0.00 0.03 0.11 0.11 0.11 Raf2 101 0.00 0.00 0.00 0.00 0.00 Raf2 102 0.00 0.03 0.11 0.11 0.11 Raf2 103 0.00 0.00 0.00 0.00 0.00 Raf2 104 0.00 0.15 0.56 0.56 0.56 Raf2 105 0.01 0.15 0.55 0.55 0.55 Raf3 1 0.00 0.04 0.16 0.16 0.16 Raf3 2 0.00 0.12 0.45 0.46 0.46 Raf3 3 0.01 0.18 0.68 0.68 0.68 Raf3 4 0.00 0.12 0.45 0.46 0.46 Raf3 5 0.00 0.10 0.38 0.38 0.38 Raf3 6 0.00 0.15 0.55 0.55 0.55 Raf3 7 0.00 0.02 0.07 0.07 0.07 Raf3 8 0.00 0.02 0.07 0.07 0.07 Raf3 9 0.00 0.05 0.18 0.19 0.19 Raf3 10 0.00 0.05 0.18 0.19 0.19 Raf3 11 0.00 0.00 0.01 0.01 0.01 Raf3 12 0.00 0.00 0.01 0.01 0.01 Raf3 13 0.01 0.03 0.10 0.11 0.11 Raf3 14 0.01 0.03 0.10 0.11 0.11 Page 151 Of 232 Raf3 15 0.00 0.02 0.07 0.07 0.07 Raf3 16 0.00 0.05 0.19 0.19 0.19 Raf3 17 0.00 0.02 0.07 0.07 0.07 Raf3 18 0.00 0.05 0.19 0.19 0.19 Raf3 19 0.00 0.07 0.26 0.26 0.26 Raf3 20 0.00 0.07 0.26 0.26 0.26 Raf3 21 0.00 0.05 0.18 0.18 0.18 Raf3 22 0.00 0.05 0.18 0.18 0.18 Raf3 23 0.00 0.09 0.32 0.32 0.32 Raf3 24 0.00 0.09 0.32 0.32 0.32 Raf3 25 0.00 0.06 0.24 0.24 0.24 Raf3 26 0.00 0.06 0.24 0.24 0.24 Raf3 27 0.00 0.07 0.26 0.26 0.26 Raf3 28 0.00 0.05 0.18 0.18 0.18 Raf3 29 0.00 0.07 0.26 0.26 0.26 Raf3 30 0.00 0.05 0.18 0.18 0.18 Raf3 31 0.00 0.11 0.43 0.43 0.43 Raf3 32 0.00 0.11 0.43 0.43 0.43 Raf3 33 0.00 0.09 0.35 0.35 0.35 Raf3 34 0.00 0.09 0.35 0.35 0.35 Raf3 35 0.00 0.13 0.49 0.49 0.49 Raf3 36 0.00 0.13 0.49 0.49 0.49 Raf3 37 0.00 0.11 0.41 0.41 0.41 Raf3 38 0.00 0.11 0.41 0.41 0.41 Raf3 39 0.00 0.11 0.43 0.43 0.43 Raf3 40 0.00 0.09 0.34 0.34 0.34 Raf3 41 0.00 0.11 0.43 0.43 0.43 Raf3 42 0.00 0.09 0.34 0.34 0.34 Raf3 43 0.00 0.03 0.11 0.11 0.11 Raf3 44 0.00 0.03 0.11 0.11 0.11 Raf3 45 0.00 0.06 0.22 0.22 0.22 Raf3 46 0.00 0.06 0.22 0.22 0.22 Raf3 47 0.00 0.01 0.03 0.03 0.03 Raf3 48 0.00 0.01 0.03 0.03 0.03 Raf3 49 0.01 0.04 0.14 0.14 0.14 Raf3 50 0.01 0.04 0.14 0.14 0.14 Raf3 51 0.00 0.03 0.11 0.11 0.11 Raf3 52 0.00 0.06 0.22 0.22 0.22 Raf3 53 0.00 0.03 0.11 0.11 0.11 Raf3 54 0.00 0.06 0.22 0.22 0.22 Raf3 55 0.01 0.04 0.16 0.17 0.17 Raf3 56 0.01 0.05 0.17 0.18 0.18 Raf3 57 0.00 0.06 0.24 0.24 0.24 Raf3 58 0.00 0.07 0.25 0.25 0.25 Raf3 59 0.01 0.01 0.04 0.04 0.04 Raf3 60 0.01 0.01 0.05 0.05 0.05 Raf3 61 0.00 0.08 0.31 0.31 0.31 Raf3 62 0.00 0.07 0.27 0.27 0.27 Raf3 63 0.00 0.04 0.16 0.16 0.16 Raf3 64 0.00 0.02 0.07 0.07 0.07 Raf3 65 0.00 0.06 0.22 0.22 0.22 Raf3 66 0.01 0.04 0.13 0.14 0.14 Raf3 67 0.01 0.24 0.81 0.81 0.81 Raf3 68 0.01 0.19 0.65 0.65 0.65 Raf3 69 0.00 0.16 0.53 0.53 0.53 Raf3 70 0.00 0.14 0.45 0.45 0.45 Raf3 71 0.01 0.18 0.59 0.59 0.59 Raf3 72 0.01 0.15 0.51 0.51 0.51 Raf3 73 0.00 0.07 0.26 0.26 0.26 Raf3 74 0.00 0.09 0.32 0.32 0.32 Page 152 Of 232 Raf3 75 0.00 0.05 0.18 0.18 0.18 Raf3 76 0.00 0.06 0.24 0.24 0.24 Raf3 77 0.00 0.07 0.26 0.26 0.26 Raf3 78 0.00 0.05 0.18 0.18 0.18 Raf3 79 0.00 0.11 0.43 0.43 0.43 Raf3 80 0.00 0.13 0.49 0.49 0.49 Raf3 81 0.00 0.09 0.35 0.35 0.35 Raf3 82 0.00 0.11 0.41 0.41 0.41 Raf3 83 0.00 0.11 0.43 0.43 0.43 Raf3 84 0.00 0.09 0.34 0.34 0.34 Raf3 85 0.00 0.03 0.11 0.11 0.11 Raf3 86 0.00 0.01 0.03 0.03 0.03 Raf3 87 0.00 0.06 0.22 0.22 0.22 Raf3 88 0.01 0.04 0.14 0.14 0.14 Raf3 89 0.00 0.03 0.11 0.11 0.11 Raf3 90 0.00 0.06 0.22 0.22 0.22 Raf3 91 0.00 0.11 0.30 0.31 0.31 Raf3 92 0.00 0.10 0.29 0.29 0.29 Raf3 93 0.00 0.10 0.29 0.29 0.29 Raf3 94 0.00 0.11 0.30 0.31 0.31 Raf3 95 0.00 0.11 0.42 0.43 0.43 Raf3 96 0.00 0.02 0.08 0.08 0.08 Raf3 97 0.00 0.02 0.08 0.08 0.08 Raf3 98 0.01 0.01 0.03 0.03 0.03 Raf3 99 0.01 0.01 0.03 0.03 0.03 Raf3 100 0.00 0.00 0.00 0.00 0.00 Raf3 101 0.00 0.03 0.11 0.11 0.11 Raf3 102 0.00 0.00 0.00 0.00 0.00 Raf3 103 0.00 0.03 0.11 0.11 0.11 Raf3 104 0.01 0.15 0.55 0.55 0.55 Raf3 105 0.00 0.15 0.56 0.56 0.56 Raf4 1 0.00 0.03 0.08 0.08 0.08 Raf4 2 0.00 0.08 0.24 0.24 0.24 Raf4 3 0.00 0.12 0.36 0.36 0.36 Raf4 4 0.00 0.08 0.24 0.24 0.24 Raf4 5 0.00 0.07 0.20 0.20 0.20 Raf4 6 0.00 0.10 0.29 0.29 0.29 Raf4 7 0.00 0.01 0.04 0.04 0.04 Raf4 8 0.00 0.01 0.04 0.04 0.04 Raf4 9 0.00 0.03 0.10 0.10 0.10 Raf4 10 0.00 0.03 0.10 0.10 0.10 Raf4 11 0.00 0.00 0.00 0.00 0.00 Raf4 12 0.00 0.00 0.00 0.00 0.00 Raf4 13 0.01 0.02 0.06 0.06 0.06 Raf4 14 0.01 0.02 0.06 0.06 0.06 Raf4 15 0.00 0.01 0.04 0.04 0.04 Raf4 16 0.00 0.03 0.10 0.10 0.10 Raf4 17 0.00 0.01 0.04 0.04 0.04 Raf4 18 0.00 0.03 0.10 0.10 0.10 Raf4 19 0.00 0.05 0.14 0.14 0.14 Raf4 20 0.00 0.05 0.14 0.14 0.14 Raf4 21 0.00 0.03 0.09 0.09 0.09 Raf4 22 0.00 0.03 0.09 0.09 0.09 Raf4 23 0.00 0.06 0.17 0.17 0.17 Raf4 24 0.00 0.06 0.17 0.17 0.17 Raf4 25 0.01 0.04 0.13 0.13 0.13 Raf4 26 0.01 0.04 0.13 0.13 0.13 Raf4 27 0.00 0.05 0.14 0.14 0.14 Raf4 28 0.00 0.03 0.09 0.10 0.10 Raf4 29 0.00 0.05 0.14 0.14 0.14 Page 153 Of 232 Raf4 30 0.00 0.03 0.09 0.10 0.10 Raf4 31 0.00 0.08 0.23 0.23 0.23 Raf4 32 0.00 0.08 0.23 0.23 0.23 Raf4 33 0.01 0.06 0.18 0.18 0.18 Raf4 34 0.01 0.06 0.18 0.18 0.18 Raf4 35 0.00 0.09 0.26 0.26 0.26 Raf4 36 0.00 0.09 0.26 0.26 0.26 Raf4 37 0.01 0.07 0.22 0.22 0.22 Raf4 38 0.01 0.07 0.22 0.22 0.22 Raf4 39 0.00 0.08 0.23 0.23 0.23 Raf4 40 0.00 0.06 0.18 0.18 0.18 Raf4 41 0.00 0.08 0.23 0.23 0.23 Raf4 42 0.00 0.06 0.18 0.18 0.18 Raf4 43 0.00 0.02 0.06 0.06 0.06 Raf4 44 0.00 0.02 0.06 0.06 0.06 Raf4 45 0.00 0.04 0.12 0.12 0.12 Raf4 46 0.00 0.04 0.12 0.12 0.12 Raf4 47 0.00 0.00 0.01 0.01 0.01 Raf4 48 0.00 0.00 0.01 0.01 0.01 Raf4 49 0.01 0.02 0.08 0.08 0.08 Raf4 50 0.01 0.02 0.08 0.08 0.08 Raf4 51 0.00 0.02 0.06 0.06 0.06 Raf4 52 0.00 0.04 0.12 0.12 0.12 Raf4 53 0.00 0.02 0.06 0.06 0.06 Raf4 54 0.00 0.04 0.12 0.12 0.12 Raf4 55 0.01 0.03 0.09 0.09 0.09 Raf4 56 0.01 0.03 0.09 0.09 0.09 Raf4 57 0.01 0.04 0.13 0.13 0.13 Raf4 58 0.00 0.04 0.13 0.13 0.13 Raf4 59 0.01 0.01 0.02 0.03 0.03 Raf4 60 0.01 0.01 0.03 0.03 0.03 Raf4 61 0.00 0.06 0.17 0.17 0.17 Raf4 62 0.00 0.05 0.15 0.15 0.15 Raf4 63 0.00 0.03 0.08 0.08 0.08 Raf4 64 0.00 0.01 0.04 0.04 0.04 Raf4 65 0.00 0.04 0.12 0.12 0.12 Raf4 66 0.01 0.02 0.07 0.07 0.07 Raf4 67 0.00 0.13 0.32 0.32 0.32 Raf4 68 0.00 0.10 0.26 0.26 0.26 Raf4 69 0.00 0.08 0.19 0.19 0.19 Raf4 70 0.01 0.07 0.15 0.15 0.15 Raf4 71 0.00 0.09 0.23 0.23 0.23 Raf4 72 0.01 0.08 0.18 0.18 0.18 Raf4 73 0.00 0.05 0.14 0.14 0.14 Raf4 74 0.00 0.06 0.17 0.17 0.17 Raf4 75 0.00 0.03 0.09 0.09 0.09 Raf4 76 0.01 0.04 0.13 0.13 0.13 Raf4 77 0.00 0.05 0.14 0.14 0.14 Raf4 78 0.00 0.03 0.09 0.10 0.10 Raf4 79 0.00 0.08 0.23 0.23 0.23 Raf4 80 0.00 0.09 0.26 0.26 0.26 Raf4 81 0.01 0.06 0.18 0.18 0.18 Raf4 82 0.01 0.07 0.22 0.22 0.22 Raf4 83 0.00 0.08 0.23 0.23 0.23 Raf4 84 0.00 0.06 0.18 0.18 0.18 Raf4 85 0.00 0.02 0.06 0.06 0.06 Raf4 86 0.00 0.00 0.01 0.01 0.01 Raf4 87 0.00 0.04 0.12 0.12 0.12 Raf4 88 0.01 0.02 0.08 0.08 0.08 Raf4 89 0.00 0.02 0.06 0.06 0.06 Page 154 Of 232 Raf4 90 0.00 0.04 0.12 0.12 0.12 Raf4 91 0.00 0.04 0.14 0.14 0.14 Raf4 92 0.00 0.07 0.28 0.28 0.28 Raf4 93 0.00 0.07 0.28 0.28 0.28 Raf4 94 0.00 0.04 0.14 0.14 0.14 Raf4 95 0.00 0.08 0.23 0.23 0.23 Raf4 96 0.00 0.01 0.04 0.04 0.04 Raf4 97 0.00 0.01 0.04 0.04 0.04 Raf4 98 0.01 0.01 0.02 0.02 0.02 Raf4 99 0.01 0.01 0.02 0.02 0.02 Raf4 100 0.00 0.00 0.00 0.00 0.00 Raf4 101 0.00 0.02 0.06 0.06 0.06 Raf4 102 0.00 0.00 0.00 0.00 0.00 Raf4 103 0.00 0.02 0.06 0.06 0.06 Raf4 104 0.01 0.10 0.30 0.30 0.30 Raf4 105 0.00 0.10 0.30 0.30 0.30 COLUMN REACTIONS: Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Col1 1 1.36 0.00 0.00 0.00 Col1 2 3.78 0.00 0.00 0.00 Col1 3 5.59 0.00 0.00 0.00 Col1 4 3.78 0.00 0.00 0.00 Col1 5 3.17 0.00 0.00 0.00 Col1 6 4.53 0.00 0.00 0.00 Col1 7 -1.40 0.00 -1.40 -1.40 Col1 8 -1.40 0.00 1.64 1.64 Col1 9 -0.50 0.00 -1.40 -1.40 Col1 10 -0.50 0.00 1.64 1.64 Col1 11 -0.68 0.00 -1.40 -1.40 Col1 12 -0.68 0.00 1.64 1.64 Col1 13 0.15 0.00 -1.40 -1.40 Col1 14 0.15 0.00 1.64 1.64 Col1 15 -1.40 0.00 -1.40 -1.40 Col1 16 -0.52 0.00 -1.40 -1.40 Col1 17 -1.40 0.00 1.64 1.64 Col1 18 -0.52 0.00 1.64 1.64 Col1 19 1.56 0.00 -1.05 -1.05 Col1 20 1.56 0.00 1.23 1.23 Col1 21 2.23 0.00 -1.05 -1.05 Col1 22 2.23 0.00 1.23 1.23 Col1 23 2.10 0.00 -1.05 -1.05 Col1 24 2.10 0.00 1.23 1.23 Col1 25 2.72 0.00 -1.05 -1.05 Col1 26 2.72 0.00 1.23 1.23 Col1 27 1.55 0.00 -1.05 -1.05 Col1 28 2.21 0.00 -1.05 -1.05 Col1 29 1.55 0.00 1.23 1.23 Col1 30 2.21 0.00 1.23 1.23 Col1 31 2.91 0.00 -1.05 -1.05 Col1 32 2.91 0.00 1.23 1.23 Col1 33 3.59 0.00 -1.05 -1.05 Col1 34 3.59 0.00 1.23 1.23 Col1 35 3.46 0.00 -1.05 -1.05 Col1 36 3.46 0.00 1.23 1.23 Col1 37 4.08 0.00 -1.05 -1.05 Col1 38 4.08 0.00 1.23 1.23 Page 155 Of 232 Col1 39 2.91 0.00 -1.05 -1.05 Col1 40 3.57 0.00 -1.05 -1.05 Col1 41 2.91 0.00 1.23 1.23 Col1 42 3.57 0.00 1.23 1.23 Col1 43 -1.70 0.00 -1.40 -1.40 Col1 44 -1.70 0.00 1.64 1.64 Col1 45 -0.80 0.00 -1.40 -1.40 Col1 46 -0.80 0.00 1.64 1.64 Col1 47 -0.98 0.00 -1.40 -1.40 Col1 48 -0.98 0.00 1.64 1.64 Col1 49 -0.15 0.00 -1.40 -1.40 Col1 50 -0.15 0.00 1.64 1.64 Col1 51 -1.70 0.00 -1.40 -1.40 Col1 52 -0.83 0.00 -1.40 -1.40 Col1 53 -1.70 0.00 1.64 1.64 Col1 54 -0.83 0.00 1.64 1.64 Col1 55 1.49 0.00 0.00 0.00 Col1 56 1.55 0.00 0.00 0.00 Col1 57 2.09 0.00 0.00 0.00 Col1 58 2.13 0.00 0.00 0.00 Col1 59 0.43 0.00 0.00 0.00 Col1 60 0.50 0.00 0.00 0.00 Col1 61 5.24 0.00 0.00 0.00 Col1 62 4.27 0.00 0.00 0.00 Col1 63 2.66 0.00 1.23 1.23 Col1 64 3.33 0.00 1.23 1.23 Col1 65 3.20 0.00 1.23 1.23 Col1 66 3.82 0.00 1.23 1.23 Col1 67 2.62 0.00 0.00 0.00 Col1 68 2.31 0.00 0.00 0.00 Col1 69 0.69 0.00 1.23 1.23 Col1 70 1.37 0.00 1.23 1.23 Col1 71 1.24 0.00 1.23 1.23 Col1 72 1.86 0.00 1.23 1.23 Col1 73 1.56 0.00 0.00 0.00 Col1 74 2.10 0.00 0.00 0.00 Col1 75 2.23 0.00 0.00 0.00 Col1 76 2.72 0.00 0.00 0.00 Col1 77 1.55 0.00 0.00 0.00 Col1 78 2.21 0.00 0.00 0.00 Col1 79 2.91 0.00 0.00 0.00 Col1 80 3.46 0.00 0.00 0.00 Col1 81 3.59 0.00 0.00 0.00 Col1 82 4.08 0.00 0.00 0.00 Col1 83 2.91 0.00 0.00 0.00 Col1 84 3.57 0.00 0.00 0.00 Col1 85 -1.70 0.00 0.00 0.00 Col1 86 -0.98 0.00 0.00 0.00 Col1 87 -0.80 0.00 0.00 0.00 Col1 88 -0.15 0.00 0.00 0.00 Col1 89 -1.70 0.00 0.00 0.00 Col1 90 -0.83 0.00 0.00 0.00 Col1 91 3.90 0.00 0.00 0.00 Col1 92 0.99 0.00 0.00 0.00 Col1 93 3.54 0.00 0.00 0.00 Col1 94 0.99 0.00 0.00 0.00 Col1 95 3.90 0.00 0.00 0.00 Col1 96 -0.07 0.00 -1.40 -1.40 Col1 97 -0.07 0.00 1.64 1.64 Col1 98 0.76 0.00 -1.40 -1.40 Page 156 Of 232 Col1 99 0.76 0.00 1.64 1.64 Col1 100 -0.80 0.00 -1.40 -1.40 Col1 101 0.08 0.00 -1.40 -1.40 Col1 102 -0.80 0.00 1.64 1.64 Col1 103 0.08 0.00 1.64 1.64 Col1 104 4.62 0.00 0.00 0.00 Col1 105 4.67 0.00 0.00 0.00 Col2 1 4.29 0.00 0.00 0.00 Col2 2 12.01 0.00 0.00 0.00 Col2 3 17.80 0.00 0.00 0.00 Col2 4 12.02 0.00 0.00 0.00 Col2 5 10.08 0.00 0.00 0.00 Col2 6 14.43 0.00 0.00 0.00 Col2 7 -4.64 0.00 -3.02 -3.02 Col2 8 -4.64 0.00 3.34 3.34 Col2 9 -1.73 0.00 -3.02 -3.02 Col2 10 -1.73 0.00 3.34 3.34 Col2 11 -2.58 0.00 -3.02 -3.02 Col2 12 -2.58 0.00 3.34 3.34 Col2 13 0.40 0.00 -3.02 -3.02 Col2 14 0.40 0.00 3.34 3.34 Col2 15 -4.69 0.00 -3.02 -3.02 Col2 16 -1.71 0.00 -3.02 -3.02 Col2 17 -4.69 0.00 3.34 3.34 Col2 18 -1.71 0.00 3.34 3.34 Col2 19 4.83 0.00 -2.27 -2.27 Col2 20 4.83 0.00 2.50 2.50 Col2 21 7.02 0.00 -2.27 -2.27 Col2 22 7.02 0.00 2.50 2.50 Col2 23 6.38 0.00 -2.27 -2.27 Col2 24 6.38 0.00 2.50 2.50 Col2 25 8.62 0.00 -2.27 -2.27 Col2 26 8.62 0.00 2.50 2.50 Col2 27 4.80 0.00 -2.27 -2.27 Col2 28 7.03 0.00 -2.27 -2.27 Col2 29 4.80 0.00 2.50 2.50 Col2 30 7.03 0.00 2.50 2.50 Col2 31 9.17 0.00 -2.27 -2.27 Col2 32 9.17 0.00 2.50 2.50 Col2 33 11.36 0.00 -2.27 -2.27 Col2 34 11.36 0.00 2.50 2.50 Col2 35 10.72 0.00 -2.27 -2.27 Col2 36 10.72 0.00 2.50 2.50 Col2 37 12.96 0.00 -2.27 -2.27 Col2 38 12.96 0.00 2.50 2.50 Col2 39 9.14 0.00 -2.27 -2.27 Col2 40 11.37 0.00 -2.27 -2.27 Col2 41 9.14 0.00 2.50 2.50 Col2 42 11.37 0.00 2.50 2.50 Col2 43 -5.58 0.00 -3.02 -3.02 Col2 44 -5.58 0.00 3.34 3.34 Col2 45 -2.67 0.00 -3.02 -3.02 Col2 46 -2.67 0.00 3.34 3.34 Col2 47 -3.52 0.00 -3.02 -3.02 Col2 48 -3.52 0.00 3.34 3.34 Col2 49 -0.54 0.00 -3.02 -3.02 Col2 50 -0.54 0.00 3.34 3.34 Col2 51 -5.64 0.00 -3.02 -3.02 Col2 52 -2.66 0.00 -3.02 -3.02 Col2 53 -5.64 0.00 3.34 3.34 Page 157 Of 232 Col2 54 -2.66 0.00 3.34 3.34 Col2 55 4.48 0.00 0.00 0.00 Col2 56 4.49 0.00 0.00 0.00 Col2 57 6.45 0.00 0.00 0.00 Col2 58 6.46 0.00 0.00 0.00 Col2 59 1.14 0.00 0.00 0.00 Col2 60 1.14 0.00 0.00 0.00 Col2 61 21.52 0.00 0.00 0.00 Col2 62 17.21 0.00 0.00 0.00 Col2 63 11.97 0.00 2.50 2.50 Col2 64 14.16 0.00 2.50 2.50 Col2 65 13.51 0.00 2.50 2.50 Col2 66 15.76 0.00 2.50 2.50 Col2 67 8.34 0.00 0.00 0.00 Col2 68 7.33 0.00 0.00 0.00 Col2 69 2.08 0.00 2.50 2.50 Col2 70 4.27 0.00 2.50 2.50 Col2 71 3.63 0.00 2.50 2.50 Col2 72 5.86 0.00 2.50 2.50 Col2 73 4.83 0.00 0.00 0.00 Col2 74 6.38 0.00 0.00 0.00 Col2 75 7.02 0.00 0.00 0.00 Col2 76 8.62 0.00 0.00 0.00 Col2 77 4.80 0.00 0.00 0.00 Col2 78 7.03 0.00 0.00 0.00 Col2 79 9.17 0.00 0.00 0.00 Col2 80 10.72 0.00 0.00 0.00 Col2 81 11.36 0.00 0.00 0.00 Col2 82 12.96 0.00 0.00 0.00 Col2 83 9.14 0.00 0.00 0.00 Col2 84 11.37 0.00 0.00 0.00 Col2 85 -5.58 0.00 0.00 0.00 Col2 86 -3.52 0.00 0.00 0.00 Col2 87 -2.67 0.00 0.00 0.00 Col2 88 -0.54 0.00 0.00 0.00 Col2 89 -5.64 0.00 0.00 0.00 Col2 90 -2.66 0.00 0.00 0.00 Col2 91 7.72 0.00 0.00 0.00 Col2 92 7.82 0.00 0.00 0.00 Col2 93 11.24 0.00 0.00 0.00 Col2 94 7.82 0.00 0.00 0.00 Col2 95 7.72 0.00 0.00 0.00 Col2 96 -0.64 0.00 -3.02 -3.02 Col2 97 -0.64 0.00 3.34 3.34 Col2 98 2.34 0.00 -3.02 -3.02 Col2 99 2.34 0.00 3.34 3.34 Col2 100 -2.76 0.00 -3.02 -3.02 Col2 101 0.22 0.00 -3.02 -3.02 Col2 102 -2.76 0.00 3.34 3.34 Col2 103 0.22 0.00 3.34 3.34 Col2 104 14.56 0.00 0.00 0.00 Col2 105 14.56 0.00 0.00 0.00 Col3 1 2.77 0.00 0.00 0.00 Col3 2 7.54 0.00 0.00 0.00 Col3 3 11.12 0.00 0.00 0.00 Col3 4 7.54 0.00 0.00 0.00 Col3 5 6.35 0.00 0.00 0.00 Col3 6 9.03 0.00 0.00 0.00 Col3 7 -1.46 0.00 -3.41 -3.41 Col3 8 -1.46 0.00 3.77 3.77 Page 158 Of 232 Col3 9 -1.46 0.00 -3.41 -3.41 Col3 10 -1.46 0.00 3.77 3.77 Col3 11 -0.16 0.00 -3.41 -3.41 Col3 12 -0.16 0.00 3.77 3.77 Col3 13 -0.16 0.00 -3.41 -3.41 Col3 14 -0.16 0.00 3.77 3.77 Col3 15 -1.81 0.00 -3.41 -3.41 Col3 16 -1.81 0.00 -3.41 -3.41 Col3 17 -1.81 0.00 3.77 3.77 Col3 18 -1.81 0.00 3.77 3.77 Col3 19 4.08 0.00 -2.56 -2.56 Col3 20 4.08 0.00 2.82 2.82 Col3 21 4.08 0.00 -2.56 -2.56 Col3 22 4.08 0.00 2.82 2.82 Col3 23 5.06 0.00 -2.56 -2.56 Col3 24 5.06 0.00 2.82 2.82 Col3 25 5.06 0.00 -2.56 -2.56 Col3 26 5.06 0.00 2.82 2.82 Col3 27 3.81 0.00 -2.56 -2.56 Col3 28 3.81 0.00 -2.56 -2.56 Col3 29 3.81 0.00 2.82 2.82 Col3 30 3.81 0.00 2.82 2.82 Col3 31 6.77 0.00 -2.56 -2.56 Col3 32 6.77 0.00 2.82 2.82 Col3 33 6.77 0.00 -2.56 -2.56 Col3 34 6.77 0.00 2.82 2.82 Col3 35 7.74 0.00 -2.56 -2.56 Col3 36 7.74 0.00 2.82 2.82 Col3 37 7.74 0.00 -2.56 -2.56 Col3 38 7.74 0.00 2.82 2.82 Col3 39 6.50 0.00 -2.56 -2.56 Col3 40 6.50 0.00 -2.56 -2.56 Col3 41 6.50 0.00 2.82 2.82 Col3 42 6.50 0.00 2.82 2.82 Col3 43 -2.08 0.00 -3.41 -3.41 Col3 44 -2.08 0.00 3.77 3.77 Col3 45 -2.08 0.00 -3.41 -3.41 Col3 46 -2.08 0.00 3.77 3.77 Col3 47 -0.78 0.00 -3.41 -3.41 Col3 48 -0.78 0.00 3.77 3.77 Col3 49 -0.78 0.00 -3.41 -3.41 Col3 50 -0.78 0.00 3.77 3.77 Col3 51 -2.44 0.00 -3.41 -3.41 Col3 52 -2.44 0.00 -3.41 -3.41 Col3 53 -2.44 0.00 3.77 3.77 Col3 54 -2.44 0.00 3.77 3.77 Col3 55 3.05 0.00 0.00 0.00 Col3 56 3.05 0.00 0.00 0.00 Col3 57 4.22 0.00 0.00 0.00 Col3 58 4.22 0.00 0.00 0.00 Col3 59 0.92 0.00 0.00 0.00 Col3 60 0.92 0.00 0.00 0.00 Col3 61 10.55 0.00 0.00 0.00 Col3 62 8.60 0.00 0.00 0.00 Col3 63 6.33 0.00 2.82 2.82 Col3 64 6.33 0.00 2.82 2.82 Col3 65 7.31 0.00 2.82 2.82 Col3 66 7.30 0.00 2.82 2.82 Col3 67 10.55 0.00 0.00 0.00 Col3 68 8.61 0.00 0.00 0.00 Page 159 Of 232 Col3 69 6.33 0.00 2.82 2.82 Col3 70 6.34 0.00 2.82 2.82 Col3 71 7.30 0.00 2.82 2.82 Col3 72 7.31 0.00 2.82 2.82 Col3 73 4.08 0.00 0.00 0.00 Col3 74 5.06 0.00 0.00 0.00 Col3 75 4.08 0.00 0.00 0.00 Col3 76 5.06 0.00 0.00 0.00 Col3 77 3.81 0.00 0.00 0.00 Col3 78 3.81 0.00 0.00 0.00 Col3 79 6.77 0.00 0.00 0.00 Col3 80 7.74 0.00 0.00 0.00 Col3 81 6.77 0.00 0.00 0.00 Col3 82 7.74 0.00 0.00 0.00 Col3 83 6.50 0.00 0.00 0.00 Col3 84 6.50 0.00 0.00 0.00 Col3 85 -2.08 0.00 0.00 0.00 Col3 86 -0.78 0.00 0.00 0.00 Col3 87 -2.08 0.00 0.00 0.00 Col3 88 -0.78 0.00 0.00 0.00 Col3 89 -2.44 0.00 0.00 0.00 Col3 90 -2.44 0.00 0.00 0.00 Col3 91 4.91 0.00 0.00 0.00 Col3 92 4.91 0.00 0.00 0.00 Col3 93 4.59 0.00 0.00 0.00 Col3 94 7.72 0.00 0.00 0.00 Col3 95 4.59 0.00 0.00 0.00 Col3 96 1.04 0.00 -3.41 -3.41 Col3 97 1.04 0.00 3.77 3.77 Col3 98 1.04 0.00 -3.41 -3.41 Col3 99 1.04 0.00 3.77 3.77 Col3 100 -0.61 0.00 -3.41 -3.41 Col3 101 -0.61 0.00 -3.41 -3.41 Col3 102 -0.61 0.00 3.77 3.77 Col3 103 -0.61 0.00 3.77 3.77 Col3 104 9.24 0.00 0.00 0.00 Col3 105 9.24 0.00 0.00 0.00 Col4 1 4.29 0.00 0.00 0.00 Col4 2 12.01 0.00 0.00 0.00 Col4 3 17.80 0.00 0.00 0.00 Col4 4 12.02 0.00 0.00 0.00 Col4 5 10.08 0.00 0.00 0.00 Col4 6 14.43 0.00 0.00 0.00 Col4 7 -1.73 0.00 -3.02 -3.02 Col4 8 -1.73 0.00 3.34 3.34 Col4 9 -4.64 0.00 -3.02 -3.02 Col4 10 -4.64 0.00 3.34 3.34 Col4 11 0.40 0.00 -3.02 -3.02 Col4 12 0.40 0.00 3.34 3.34 Col4 13 -2.58 0.00 -3.02 -3.02 Col4 14 -2.58 0.00 3.34 3.34 Col4 15 -1.71 0.00 -3.02 -3.02 Col4 16 -4.69 0.00 -3.02 -3.02 Col4 17 -1.71 0.00 3.34 3.34 Col4 18 -4.69 0.00 3.34 3.34 Col4 19 7.02 0.00 -2.27 -2.27 Col4 20 7.02 0.00 2.50 2.50 Col4 21 4.83 0.00 -2.27 -2.27 Col4 22 4.83 0.00 2.50 2.50 Col4 23 8.62 0.00 -2.27 -2.27 Page 160 Of 232 Col4 24 8.62 0.00 2.50 2.50 Col4 25 6.38 0.00 -2.27 -2.27 Col4 26 6.38 0.00 2.50 2.50 Col4 27 7.03 0.00 -2.27 -2.27 Col4 28 4.80 0.00 -2.27 -2.27 Col4 29 7.03 0.00 2.50 2.50 Col4 30 4.80 0.00 2.50 2.50 Col4 31 11.36 0.00 -2.27 -2.27 Col4 32 11.36 0.00 2.50 2.50 Col4 33 9.17 0.00 -2.27 -2.27 Col4 34 9.17 0.00 2.50 2.50 Col4 35 12.96 0.00 -2.27 -2.27 Col4 36 12.96 0.00 2.50 2.50 Col4 37 10.72 0.00 -2.27 -2.27 Col4 38 10.72 0.00 2.50 2.50 Col4 39 11.37 0.00 -2.27 -2.27 Col4 40 9.14 0.00 -2.27 -2.27 Col4 41 11.37 0.00 2.50 2.50 Col4 42 9.14 0.00 2.50 2.50 Col4 43 -2.67 0.00 -3.02 -3.02 Col4 44 -2.67 0.00 3.34 3.34 Col4 45 -5.58 0.00 -3.02 -3.02 Col4 46 -5.58 0.00 3.34 3.34 Col4 47 -0.54 0.00 -3.02 -3.02 Col4 48 -0.54 0.00 3.34 3.34 Col4 49 -3.52 0.00 -3.02 -3.02 Col4 50 -3.52 0.00 3.34 3.34 Col4 51 -2.66 0.00 -3.02 -3.02 Col4 52 -5.64 0.00 -3.02 -3.02 Col4 53 -2.66 0.00 3.34 3.34 Col4 54 -5.64 0.00 3.34 3.34 Col4 55 4.49 0.00 0.00 0.00 Col4 56 4.48 0.00 0.00 0.00 Col4 57 6.46 0.00 0.00 0.00 Col4 58 6.45 0.00 0.00 0.00 Col4 59 1.14 0.00 0.00 0.00 Col4 60 1.14 0.00 0.00 0.00 Col4 61 8.34 0.00 0.00 0.00 Col4 62 7.33 0.00 0.00 0.00 Col4 63 4.27 0.00 2.50 2.50 Col4 64 2.08 0.00 2.50 2.50 Col4 65 5.87 0.00 2.50 2.50 Col4 66 3.63 0.00 2.50 2.50 Col4 67 21.52 0.00 0.00 0.00 Col4 68 17.21 0.00 0.00 0.00 Col4 69 14.16 0.00 2.50 2.50 Col4 70 11.97 0.00 2.50 2.50 Col4 71 15.76 0.00 2.50 2.50 Col4 72 13.51 0.00 2.50 2.50 Col4 73 7.02 0.00 0.00 0.00 Col4 74 8.62 0.00 0.00 0.00 Col4 75 4.83 0.00 0.00 0.00 Col4 76 6.38 0.00 0.00 0.00 Col4 77 7.03 0.00 0.00 0.00 Col4 78 4.80 0.00 0.00 0.00 Col4 79 11.36 0.00 0.00 0.00 Col4 80 12.96 0.00 0.00 0.00 Col4 81 9.17 0.00 0.00 0.00 Col4 82 10.72 0.00 0.00 0.00 Col4 83 11.37 0.00 0.00 0.00 Page 161 Of 232 Col4 84 9.14 0.00 0.00 0.00 Col4 85 -2.67 0.00 0.00 0.00 Col4 86 -0.54 0.00 0.00 0.00 Col4 87 -5.58 0.00 0.00 0.00 Col4 88 -3.52 0.00 0.00 0.00 Col4 89 -2.66 0.00 0.00 0.00 Col4 90 -5.64 0.00 0.00 0.00 Col4 91 7.82 0.00 0.00 0.00 Col4 92 7.72 0.00 0.00 0.00 Col4 93 7.72 0.00 0.00 0.00 Col4 94 7.82 0.00 0.00 0.00 Col4 95 11.24 0.00 0.00 0.00 Col4 96 2.34 0.00 -3.02 -3.02 Col4 97 2.34 0.00 3.34 3.34 Col4 98 -0.64 0.00 -3.02 -3.02 Col4 99 -0.64 0.00 3.34 3.34 Col4 100 0.22 0.00 -3.02 -3.02 Col4 101 -2.76 0.00 -3.02 -3.02 Col4 102 0.22 0.00 3.34 3.34 Col4 103 -2.76 0.00 3.34 3.34 Col4 104 14.56 0.00 0.00 0.00 Col4 105 14.56 0.00 0.00 0.00 Col5 1 1.36 0.00 0.00 0.00 Col5 2 3.78 0.00 0.00 0.00 Col5 3 5.59 0.00 0.00 0.00 Col5 4 3.78 0.00 0.00 0.00 Col5 5 3.17 0.00 0.00 0.00 Col5 6 4.53 0.00 0.00 0.00 Col5 7 -0.50 0.00 -1.40 -1.40 Col5 8 -0.50 0.00 1.64 1.64 Col5 9 -1.40 0.00 -1.40 -1.40 Col5 10 -1.40 0.00 1.64 1.64 Col5 11 0.15 0.00 -1.40 -1.40 Col5 12 0.15 0.00 1.64 1.64 Col5 13 -0.68 0.00 -1.40 -1.40 Col5 14 -0.68 0.00 1.64 1.64 Col5 15 -0.52 0.00 -1.40 -1.40 Col5 16 -1.40 0.00 -1.40 -1.40 Col5 17 -0.52 0.00 1.64 1.64 Col5 18 -1.40 0.00 1.64 1.64 Col5 19 2.23 0.00 -1.05 -1.05 Col5 20 2.23 0.00 1.23 1.23 Col5 21 1.56 0.00 -1.05 -1.05 Col5 22 1.56 0.00 1.23 1.23 Col5 23 2.72 0.00 -1.05 -1.05 Col5 24 2.72 0.00 1.23 1.23 Col5 25 2.10 0.00 -1.05 -1.05 Col5 26 2.10 0.00 1.23 1.23 Col5 27 2.21 0.00 -1.05 -1.05 Col5 28 1.55 0.00 -1.05 -1.05 Col5 29 2.21 0.00 1.23 1.23 Col5 30 1.55 0.00 1.23 1.23 Col5 31 3.59 0.00 -1.05 -1.05 Col5 32 3.59 0.00 1.23 1.23 Col5 33 2.91 0.00 -1.05 -1.05 Col5 34 2.91 0.00 1.23 1.23 Col5 35 4.08 0.00 -1.05 -1.05 Col5 36 4.08 0.00 1.23 1.23 Col5 37 3.46 0.00 -1.05 -1.05 Col5 38 3.46 0.00 1.23 1.23 Page 162 Of 232 Col5 39 3.57 0.00 -1.05 -1.05 Col5 40 2.91 0.00 -1.05 -1.05 Col5 41 3.57 0.00 1.23 1.23 Col5 42 2.91 0.00 1.23 1.23 Col5 43 -0.80 0.00 -1.40 -1.40 Col5 44 -0.80 0.00 1.64 1.64 Col5 45 -1.70 0.00 -1.40 -1.40 Col5 46 -1.70 0.00 1.64 1.64 Col5 47 -0.15 0.00 -1.40 -1.40 Col5 48 -0.15 0.00 1.64 1.64 Col5 49 -0.98 0.00 -1.40 -1.40 Col5 50 -0.98 0.00 1.64 1.64 Col5 51 -0.83 0.00 -1.40 -1.40 Col5 52 -1.70 0.00 -1.40 -1.40 Col5 53 -0.83 0.00 1.64 1.64 Col5 54 -1.70 0.00 1.64 1.64 Col5 55 1.55 0.00 0.00 0.00 Col5 56 1.49 0.00 0.00 0.00 Col5 57 2.13 0.00 0.00 0.00 Col5 58 2.09 0.00 0.00 0.00 Col5 59 0.50 0.00 0.00 0.00 Col5 60 0.43 0.00 0.00 0.00 Col5 61 2.62 0.00 0.00 0.00 Col5 62 2.31 0.00 0.00 0.00 Col5 63 1.37 0.00 1.23 1.23 Col5 64 0.69 0.00 1.23 1.23 Col5 65 1.86 0.00 1.23 1.23 Col5 66 1.23 0.00 1.23 1.23 Col5 67 5.24 0.00 0.00 0.00 Col5 68 4.27 0.00 0.00 0.00 Col5 69 3.33 0.00 1.23 1.23 Col5 70 2.65 0.00 1.23 1.23 Col5 71 3.82 0.00 1.23 1.23 Col5 72 3.20 0.00 1.23 1.23 Col5 73 2.23 0.00 0.00 0.00 Col5 74 2.72 0.00 0.00 0.00 Col5 75 1.56 0.00 0.00 0.00 Col5 76 2.10 0.00 0.00 0.00 Col5 77 2.21 0.00 0.00 0.00 Col5 78 1.55 0.00 0.00 0.00 Col5 79 3.59 0.00 0.00 0.00 Col5 80 4.08 0.00 0.00 0.00 Col5 81 2.91 0.00 0.00 0.00 Col5 82 3.46 0.00 0.00 0.00 Col5 83 3.57 0.00 0.00 0.00 Col5 84 2.91 0.00 0.00 0.00 Col5 85 -0.80 0.00 0.00 0.00 Col5 86 -0.15 0.00 0.00 0.00 Col5 87 -1.70 0.00 0.00 0.00 Col5 88 -0.98 0.00 0.00 0.00 Col5 89 -0.83 0.00 0.00 0.00 Col5 90 -1.70 0.00 0.00 0.00 Col5 91 0.99 0.00 0.00 0.00 Col5 92 3.90 0.00 0.00 0.00 Col5 93 3.90 0.00 0.00 0.00 Col5 94 0.99 0.00 0.00 0.00 Col5 95 3.54 0.00 0.00 0.00 Col5 96 0.76 0.00 -1.40 -1.40 Col5 97 0.76 0.00 1.64 1.64 Col5 98 -0.07 0.00 -1.40 -1.40 Page 163 Of 232 Col5 99 -0.07 0.00 1.64 1.64 Col5 100 0.08 0.00 -1.40 -1.40 Col5 101 -0.80 0.00 -1.40 -1.40 Col5 102 0.08 0.00 1.64 1.64 Col5 103 -0.80 0.00 1.64 1.64 Col5 104 4.67 0.00 0.00 0.00 Col5 105 4.62 0.00 0.00 0.00 COLUMN DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Col1 106 0.00 1.64 Col1 107 0.00 1.64 Col1 108 0.00 1.64 Col1 109 0.00 1.64 Col1 110 0.00 1.64 Col1 111 0.00 1.64 Col1 112 0.00 1.64 Col1 113 0.00 1.64 Col1 114 0.00 1.64 Col1 115 0.00 1.64 Col1 116 0.00 1.64 Col1 117 0.00 1.64 Col1 118 0.00 1.64 Col1 119 -0.46 1.64 Col1 120 0.54 1.64 Col1 121 0.00 1.64 Col1 122 0.00 1.64 Col1 123 0.00 1.64 Col1 124 0.00 1.64 Col1 125 0.00 1.64 Col1 126 0.00 1.64 Col1 127 0.00 1.64 Col1 128 0.00 1.64 Col1 129 0.00 1.64 Col2 106 0.00 1.84 Col2 107 0.00 1.84 Col2 108 0.00 1.84 Col2 109 0.00 1.84 Col2 110 0.00 1.84 Col2 111 0.00 1.84 Col2 112 0.00 1.84 Col2 113 0.00 1.84 Col2 114 0.00 1.84 Col2 115 0.00 1.84 Col2 116 0.00 1.84 Col2 117 0.00 1.84 Col2 118 0.00 1.84 Col2 119 -0.64 1.84 Col2 120 0.70 1.84 Col2 121 0.00 1.84 Col2 122 0.00 1.84 Col2 123 0.00 1.84 Col2 124 0.00 1.84 Col2 125 0.00 1.84 Col2 126 0.00 1.84 Col2 127 0.00 1.84 Col2 128 0.00 1.84 Col2 129 0.00 1.84 Page 164 Of 232 Col3 106 0.00 2.05 Col3 107 0.00 2.05 Col3 108 0.00 2.05 Col3 109 0.00 2.05 Col3 110 0.00 2.05 Col3 111 0.00 2.05 Col3 112 0.00 2.05 Col3 113 0.00 2.05 Col3 114 0.00 2.05 Col3 115 0.00 2.05 Col3 116 0.00 2.05 Col3 117 0.00 2.05 Col3 118 0.00 2.05 Col3 119 -0.93 2.05 Col3 120 1.03 2.05 Col3 121 0.00 2.05 Col3 122 0.00 2.05 Col3 123 0.00 2.05 Col3 124 0.00 2.05 Col3 125 0.00 2.05 Col3 126 0.00 2.05 Col3 127 0.00 2.05 Col3 128 0.00 2.05 Col3 129 0.00 2.05 Col4 106 0.00 1.84 Col4 107 0.00 1.84 Col4 108 0.00 1.84 Col4 109 0.00 1.84 Col4 110 0.00 1.84 Col4 111 0.00 1.84 Col4 112 0.00 1.84 Col4 113 0.00 1.84 Col4 114 0.00 1.84 Col4 115 0.00 1.84 Col4 116 0.00 1.84 Col4 117 0.00 1.84 Col4 118 0.00 1.84 Col4 119 -0.64 1.84 Col4 120 0.70 1.84 Col4 121 0.00 1.84 Col4 122 0.00 1.84 Col4 123 0.00 1.84 Col4 124 0.00 1.84 Col4 125 0.00 1.84 Col4 126 0.00 1.84 Col4 127 0.00 1.84 Col4 128 0.00 1.84 Col4 129 0.00 1.84 Col5 106 0.00 1.64 Col5 107 0.00 1.64 Col5 108 0.00 1.64 Col5 109 0.00 1.64 Col5 110 0.00 1.64 Col5 111 0.00 1.64 Col5 112 0.00 1.64 Col5 113 0.00 1.64 Col5 114 0.00 1.64 Col5 115 0.00 1.64 Col5 116 0.00 1.64 Col5 117 0.00 1.64 Page 165 Of 232 Col5 118 0.00 1.64 Col5 119 -0.46 1.64 Col5 120 0.54 1.64 Col5 121 0.00 1.64 Col5 122 0.00 1.64 Col5 123 0.00 1.64 Col5 124 0.00 1.64 Col5 125 0.00 1.64 Col5 126 0.00 1.64 Col5 127 0.00 1.64 Col5 128 0.00 1.64 Col5 129 0.00 1.64 RAFTER DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Raf1 106 -0.12 1.63 Raf1 107 -0.35 1.63 Raf1 108 -0.53 1.63 Raf1 109 -0.35 1.63 Raf1 110 -0.23 1.63 Raf1 111 -0.40 1.63 Raf1 112 -0.23 1.63 Raf1 113 0.09 1.63 Raf1 114 0.03 1.63 Raf1 115 0.05 1.63 Raf1 116 -0.02 1.63 Raf1 117 0.09 1.63 Raf1 118 0.03 1.63 Raf1 119 -0.06 1.63 Raf1 120 -0.06 1.63 Raf1 121 -0.13 1.63 Raf1 122 -0.13 1.63 Raf1 123 -0.43 1.63 Raf1 124 -0.43 1.63 Raf1 125 -0.04 1.63 Raf1 126 -0.03 1.63 Raf1 127 0.00 1.63 Raf1 128 0.00 1.63 Raf1 129 -0.06 1.63 Raf2 106 -0.14 1.67 Raf2 107 -0.41 1.67 Raf2 108 -0.61 1.67 Raf2 109 -0.41 1.67 Raf2 110 -0.27 1.67 Raf2 111 -0.47 1.67 Raf2 112 -0.27 1.67 Raf2 113 0.10 1.67 Raf2 114 0.03 1.67 Raf2 115 0.04 1.67 Raf2 116 -0.03 1.67 Raf2 117 0.10 1.67 Raf2 118 0.03 1.67 Raf2 119 -0.07 1.67 Raf2 120 -0.07 1.67 Raf2 121 -0.16 1.67 Raf2 122 -0.15 1.67 Raf2 123 -0.50 1.67 Raf2 124 -0.50 1.67 Page 166 Of 232 Raf2 125 -0.04 1.67 Raf2 126 -0.04 1.67 Raf2 127 -0.01 1.67 Raf2 128 0.01 1.67 Raf2 129 -0.07 1.67 Raf3 106 -0.14 1.67 Raf3 107 -0.41 1.67 Raf3 108 -0.61 1.67 Raf3 109 -0.41 1.67 Raf3 110 -0.27 1.67 Raf3 111 -0.47 1.67 Raf3 112 -0.27 1.67 Raf3 113 0.03 1.67 Raf3 114 0.10 1.67 Raf3 115 -0.03 1.67 Raf3 116 0.04 1.67 Raf3 117 0.03 1.67 Raf3 118 0.10 1.67 Raf3 119 -0.07 1.67 Raf3 120 -0.07 1.67 Raf3 121 -0.15 1.67 Raf3 122 -0.16 1.67 Raf3 123 -0.50 1.67 Raf3 124 -0.50 1.67 Raf3 125 -0.04 1.67 Raf3 126 -0.04 1.67 Raf3 127 0.01 1.67 Raf3 128 -0.01 1.67 Raf3 129 -0.07 1.67 Raf4 106 -0.12 1.63 Raf4 107 -0.35 1.63 Raf4 108 -0.53 1.63 Raf4 109 -0.35 1.63 Raf4 110 -0.23 1.63 Raf4 111 -0.40 1.63 Raf4 112 -0.23 1.63 Raf4 113 0.03 1.63 Raf4 114 0.09 1.63 Raf4 115 -0.02 1.63 Raf4 116 0.05 1.63 Raf4 117 0.03 1.63 Raf4 118 0.09 1.63 Raf4 119 -0.06 1.63 Raf4 120 -0.06 1.63 Raf4 121 -0.13 1.63 Raf4 122 -0.13 1.63 Raf4 123 -0.43 1.63 Raf4 124 -0.43 1.63 Raf4 125 -0.03 1.63 Raf4 126 -0.04 1.63 Raf4 127 0.00 1.63 Raf4 128 0.00 1.63 Raf4 129 -0.06 1.63 UNBRACED LENGTH: Major Minor ----KL/R---- Id (ft) (ft) Major Minor ------ ------ ------ ----- ----- Col1 16.4 7.2 61 64 Col2 18.4 7.2 69 48 Page 167 Of 232 Col3 20.5 7.2 77 48 Col4 18.4 7.2 69 48 Col5 16.4 7.2 61 64 ------ ------ ------ ----- ----- Raf1 24.4 5.0 69 45 Raf2 25.1 5.0 71 45 Raf3 25.1 5.0 71 45 Raf4 24.4 5.0 69 45 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral 2 - Dead+Collateral+Live 3 - Dead+Collateral+Snow 4 - Dead+Collateral+MIN_SNOW 5 - Dead+Collateral+0.75Live 6 - Dead+Collateral+0.75Snow 7 - Dead+0.6Wind_Left1+0.6Wind_Pressure 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Pressure 10 - Dead+0.6Wind_Right1+0.6Wind_Suction 11 - Dead+0.6Wind_Left2+0.6Wind_Pressure 12 - Dead+0.6Wind_Left2+0.6Wind_Suction 13 - Dead+0.6Wind_Right2+0.6Wind_Pressure 14 - Dead+0.6Wind_Right2+0.6Wind_Suction 15 - Dead+0.6Wind_Pressure+0.6Wind_Long1 16 - Dead+0.6Wind_Pressure+0.6Wind_Long2 17 - Dead+0.6Wind_Suction+0.6Wind_Long1 18 - Dead+0.6Wind_Suction+0.6Wind_Long2 19 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Pressure 20 - Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 21 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Pressure 22 - Dead+Collateral+0.75Live+0.45Wind_Right1+0.45Wind_Suction 23 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 24 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 25 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 26 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 27 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long1 28 - Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long1 30 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 31 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Pressure 32 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Suction 33 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Pressure 34 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.45Wind_Suction 35 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Pressure 36 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction 37 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 38 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 39 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long1 40 - Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 41 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long1 42 - Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 43 - 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 45 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction Page 168 Of 232 47 - 0.6Dead+0.6Wind_Left2+0.6Wind_Pressure 48 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 49 - 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 50 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 51 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 52 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 55 - 1.07Dead+1.07Collateral+0.7Seismic_L 56 - 1.07Dead+1.07Collateral+0.7Seismic_R 57 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_L 58 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_R 59 - 0.53Dead+0.7Seismic_L 60 - 0.53Dead+0.7Seismic_R 61 - Dead+Collateral+E2UNB_SL_L 62 - Dead+Collateral+0.75E2UNB_SL_L 63 - Dead+Collateral+0.45Wind_Left1+0.45Wind_Suction+0.75E2UNB_SL_L 64 - Dead+Collateral+0.45Wind_Right1+0.45Wind_Suction+0.75E2UNB_SL_L 65 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction+0.75E2UNB_SL_L 66 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction+0.75E2UNB_SL_L 67 - Dead+Collateral+E2UNB_SL_R 68 - Dead+Collateral+0.75E2UNB_SL_R 69 - Dead+Collateral+0.45Wind_Left1+0.45Wind_Suction+0.75E2UNB_SL_R 70 - Dead+Collateral+0.45Wind_Right1+0.45Wind_Suction+0.75E2UNB_SL_R 71 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction+0.75E2UNB_SL_R 72 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction+0.75E2UNB_SL_R 73 - Dead+Collateral+0.75Live+0.45Wind_Left1 74 - Dead+Collateral+0.75Live+0.45Wind_Left2 75 - Dead+Collateral+0.75Live+0.45Wind_Right1 76 - Dead+Collateral+0.75Live+0.45Wind_Right2 77 - Dead+Collateral+0.75Live+0.45Wind_Long1 78 - Dead+Collateral+0.75Live+0.45Wind_Long2 79 - Dead+Collateral+0.75Snow+0.45Wind_Left1 80 - Dead+Collateral+0.75Snow+0.45Wind_Left2 81 - Dead+Collateral+0.75Snow+0.45Wind_Right1 82 - Dead+Collateral+0.75Snow+0.45Wind_Right2 83 - Dead+Collateral+0.75Snow+0.45Wind_Long1 84 - Dead+Collateral+0.75Snow+0.45Wind_Long2 85 - 0.6Dead+0.6Wind_Left1 86 - 0.6Dead+0.6Wind_Left2 87 - 0.6Dead+0.6Wind_Right1 88 - 0.6Dead+0.6Wind_Right2 89 - 0.6Dead+0.6Wind_Long1 90 - 0.6Dead+0.6Wind_Long2 91 - Dead+Collateral+E2PAT_LL_1 92 - Dead+Collateral+E2PAT_LL_2 93 - Dead+Collateral+E2PAT_LL_3 94 - Dead+Collateral+E2PAT_LL_4 95 - Dead+Collateral+E2PAT_LL_5 96 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Pressure 97 - Dead+Collateral+0.6Wind_Left2+0.6Wind_Suction 98 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure 99 - Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction 100 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long1 101 - Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 102 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long1 103 - Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 104 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_L 105 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_R Deflection Combinations Page 169 Of 232 106 - Dead+Collateral 107 - Dead+Collateral+Live 108 - Dead+Collateral+Snow 109 - Dead+Collateral+MIN_SNOW 110 - Live 111 - Snow 112 - MIN_SNOW 113 - Dead+0.44Wind_Left1 114 - Dead+0.44Wind_Right1 115 - Dead+0.44Wind_Left2 116 - Dead+0.44Wind_Right2 117 - Dead+0.44Wind_Long1 118 - Dead+0.44Wind_Long2 119 - Dead+0.44Wind_Pressure 120 - Dead+0.44Wind_Suction 121 - 1.07Dead+1.07Collateral+0.7Seismic_L 122 - 1.07Dead+1.07Collateral+0.7Seismic_R 123 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_L 124 - 1.05Dead+1.05Collateral+0.75Snow+0.52Seismic_R 125 - 0.53Dead+0.7Seismic_L 126 - 0.53Dead+0.7Seismic_R 127 - Seismic_L 128 - Seismic_R 129 - Dead ================================================================================ U19M0989A Wall 3 - Rafter Splice Design 11/25/19 1:56pm ================================================================================ DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) PLATE SIZE: ----------- -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ Spl1 FF 2 20.1 10.20 6.00 0.500 0.625 3.50 1 0.00 1 0.00 Spl2 S 3 0.0 10.20 0.00 0.250 0.500 2.87 2 4.00 0 0.00 Spl3 FF 3 30.1 10.20 6.00 0.500 0.625 3.50 1 0.00 1 0.00 PLATE REACTIONS: ---------------- Load Axial Shear Moment Id Side Id (k ) (k ) (f-k ) ------ ---- ---- ----- ----- ------ Spl1 Top 61 0.49 6.24 14.08 Bot 91 0.26 3.34 -2.46 Spl2 Top 67 0.68 7.71 0.00 Spl3 Top 67 0.49 6.24 14.08 Bot 93 0.31 3.34 -2.46 LOAD COMBINATIONS: ------------------ 61 - Dead+Collateral+E2UNB_SL_L Page 170 Of 232 67 - Dead+Collateral+E2UNB_SL_R 91 - Dead+Collateral+E2PAT_LL_1 93 - Dead+Collateral+E2PAT_LL_3 ================================================================================ U19M0989A Wall 3 - Base Plate Design 11/25/19 1:56pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.10(ksi ) Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) BASE SIZE: ---------- -----Base(in)----- --Plate_Size(in)-- -------Bolts(in)------- Id Type Depth Elev Width Thick Length Type Dia Gage Row ----- ---- ----- ----- ----- ----- ------ ----- ----- ---- --- Col1 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 Col2 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 Col3 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 Col4 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 Col5 S3 8.00 4.0 8.20 0.375 8.00 GR36 0.750 4.00 2 S3 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col1 3 5.59 44 -1.70 1.64 8 1.64 44 1.64 -1.70 Col2 61 21.52 53 -5.64 3.34 8 3.34 53 3.34 -5.64 Col3 3 11.12 54 -2.44 3.77 8 3.77 54 3.77 -2.44 Col4 67 21.52 54 -5.64 3.34 8 3.34 54 3.34 -5.64 Col5 3 5.59 46 -1.70 1.64 8 1.64 46 1.64 -1.70 LOAD COMBINATIONS: ------------------ 3 - Dead+Collateral+Snow 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 44 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 46 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 53 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 54 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 61 - Dead+Collateral+E2UNB_SL_L 67 - Dead+Collateral+E2UNB_SL_R ================================================================================ U19M0989A Wall 3 - Bypass Girt Layout 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Page 171 Of 232 Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.50 1 1 08Z054 0.00 25.00 24.67 0.00 3.50 74.7 WS 1.01 Moment D 2 08Z054 0.00 7.00 6.67 3.50 0.00 27.0 WS 1.00 Mom+Shr D 2 2 08Z054 19.00 25.00 5.67 0.00 3.50 24.3 WS 0.78 Mom+Shr D 3 08Z054 0.00 25.00 25.00 3.50 3.50 84.8 WS 0.96 Mom+Shr D 4 08Z075 0.00 25.00 24.67 3.50 0.00 92.6 WS 0.94 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 10.00 3 1 08Z075 0.00 25.00 24.67 0.00 0.00 81.1 WS 0.90 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 14.00 4 1 08Z105 0.00 25.00 24.67 0.00 0.00 119.9 WS 0.98 Moment D 5 2 08S099 0.00 25.00 25.00 0.00 0.00 138.3 WS 0.97 Moment U 6 3 08Z054 0.00 25.00 25.00 0.00 3.50 75.6 WS 0.93 Mom+Shr D 4 08Z075 0.00 25.00 24.67 3.50 0.00 92.6 WS 0.92 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 16.00 7 2 08Z054 0.00 25.00 25.00 0.00 3.50 75.6 WS 0.79 Moment D 3 08Z054 0.00 25.00 25.00 3.50 0.00 75.6 WS 0.79 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: No._Brace/Bay 1 2 3 4 --- --- --- --- 0 0 0 0 ================================================================================ U19M0989A Wall 3 - Girt Design 1 (Locate 7.50) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z054 7.5000 24.67 3.50 4.83 0 74.7 0.00 0.70 2 08Z054 7.5000 6.67 3.50 6.83 0 27.0 0.00 0.70 ------ 101.6 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.60 -0.77 -1.00 0.00 -2.80 9.26 1.82 4.92 2 1.05 0.89 0.43 4.92 3.31 2.01 3.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.77 1.8 0.42 MidS -2.80 4.41 0.63 RSup 0.62 -1.01 2 LLap 0.89 1.8 0.48 LLap 3.31 3.80 0.87 LLap 0.89 0.06 Page 172 Of 232 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 24.7 1.0 1.0 1.0 2.7 3.5 1.00 1.00 1.00 1.75 1.36 1.00 1.00 1.00-0.02 0.37 2 6.7 2.0 1.8 1.5 1.8 1.3 1.19 1.37 1.18 1.37 1.73 0.61 0.35 0.63 0.35 0.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.35 2.65 1.70 0.21 2 0.35 2.65 1.70 0.21 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.71 0.87 1.11 0.00 3.17 9.56 -2.06 -5.53 2 -1.17 -1.00 -0.49 -5.53 -3.72 -2.27 3.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.87 1.8 0.46 MidS 3.17 3.14 1.01 RSup 0.69 1.15 2 LLap -1.00 1.8 0.54 LLap -3.72 4.41 0.84 LLap 1.00 -0.06 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 24.7 9.7 9.7 9.7 1.0 1.0 1.26 1.26 1.26 1.00 1.00 0.00 0.00 0.00 1.00 1.00 2 6.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Page 173 Of 232 Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.39 2.65 1.70 0.23 2 0.39 2.65 1.70 0.23 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.93 3.29 1.02 3.29 2 0.05 0.89 -0.06 0.89 ================================================================================ U19M0989A Wall 3 - Girt Design 2 (Locate 7.50) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 7.5000 5.67 3.50 6.83 0 24.3 0.00 0.70 3 08Z054 7.5000 25.00 3.50 3.50 6.83 0 84.8 0.00 0.70 4 08Z075 7.5000 24.67 3.50 6.83 0 103.7 0.00 0.70 ------ 212.8 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.40 -0.79 -0.92 0.00 3.09 2.83 2.53 3.74 3 1.01 0.69 -0.95 -1.27 3.75 0.77 -1.86 11.10 3.06 6.94 4 1.40 1.09 -0.84 6.94 2.58 -3.89 15.42 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.79 1.8 0.42 RLap 2.53 3.63 0.70 RLap 0.71 0.03 3 RLap -0.95 1.8 0.51 RLap 3.06 3.68 0.83 RLap 0.86 -0.44 4 LLap 1.09 5.0 0.22 LSup 4.02 6.73 0.60 LSup 0.62 -1.03 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- Page 174 Of 232 --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 5.7 2.2 2.2 3.5 3.5 3.5 1.71 1.71 1.39 1.39 1.39 0.00 0.00 0.33 0.33 0.33 3 25.0 3.5 3.5 1.0 4.0 3.5 1.52 1.52 1.00 1.79 1.31 0.20 0.20 1.00 0.00 0.44 4 24.7 3.5 3.5 1.0 1.0 1.0 1.36 1.36 1.00 1.00 1.00 0.37 0.37 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.27 2.65 1.70 0.16 3 0.27 2.65 1.70 0.16 0.42 2.65 1.70 0.24 4 0.57 2.65 2.36 0.24 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.44 0.86 1.01 0.00 -3.39 2.83 -2.77 -4.09 3 -1.11 -0.76 1.05 1.40 -4.09 -0.82 2.04 11.05 -3.44 -7.73 4 -1.56 -1.21 0.99 -7.73 -2.88 4.42 15.09 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 0.86 1.8 0.46 RLap -2.77 4.41 0.63 RLap 0.78 -0.03 3 RLap 1.05 1.8 0.56 RLap -3.44 4.41 0.78 RLap 0.96 0.48 4 LLap -1.21 5.0 0.24 MidS 4.42 4.71 0.94 LSup 0.69 1.18 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 5.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 12.7 1.0 1.0 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 24.7 1.0 1.0 18.4 18.4 18.4 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 Page 175 Of 232 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.29 2.65 1.70 0.17 3 0.29 2.65 1.70 0.17 0.46 2.65 1.70 0.27 4 0.64 2.65 2.36 0.27 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 0.02 -0.02 3 -0.32 3.33 0.36 3.33 4 -0.76 3.29 0.84 3.29 ================================================================================ U19M0989A Wall 3 - Girt Design 3 (Locate 10.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z075 10.0000 24.67 3.25 0 90.8 0.00 0.61 ------ 90.8 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.53 -0.53 0.00 -3.29 12.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.53 5.0 0.11 MidS -3.29 6.73 0.49 LLap 0.37 -1.20 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL Page 176 Of 232 RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 24.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.62 0.59 0.00 3.69 12.60 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.62 5.0 0.12 MidS 3.69 4.11 0.90 LLap 0.42 1.35 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 24.7 24.7 24.7 24.7 24.7 24.7 1.13 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.88 3.29 0.97 3.29 ================================================================================ U19M0989A Wall 3 - Girt Design 4 (Locate 14.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 08Z105 14.0000 24.67 5.20 0 127.1 0.00 0.61 ------ 127.1 LOAD ID : 0.6Wind_Pressure --------------------------------------- Page 177 Of 232 GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.85 -0.85 0.00 -5.27 12.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.85 12.1 0.07 MidS -5.27 9.80 0.54 RLap 0.40 -1.38 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 24.7 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.99 0.95 0.00 5.91 12.60 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.99 12.1 0.08 MidS 5.91 6.04 0.98 LLap 0.46 1.55 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 24.7 24.7 24.7 24.7 24.7 24.7 1.13 1.13 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Page 178 Of 232 Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -1.01 3.29 1.12 3.29 ================================================================================ U19M0989A Wall 3 - Girt Design 5 (Locate 14.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08S099 14.0000 25.00 4.25 0 138.3 0.00 0.61 ------ 138.3 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 1.15 -1.18 0.00 -6.64 12.37 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -1.18 10.8 0.11 MidS -6.64 9.84 0.67 LLap 0.62 -1.68 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 25.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -1.27 1.30 0.00 7.33 12.37 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 179 Of 232 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 1.30 10.8 0.12 MidS 7.33 7.53 0.97 LLap 0.69 1.85 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 25.0 7.0 7.0 12.0 12.0 6.0 1.57 1.57 1.02 1.02 1.59 0.00 0.00 0.90 0.90 0.00 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -1.63 3.33 1.80 3.33 ================================================================================ U19M0989A Wall 3 - Girt Design 6 (Locate 14.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 3 08Z054 14.0000 25.00 3.50 4.25 0 75.6 0.00 0.70 4 08Z075 14.0000 24.67 3.50 6.45 0 103.7 0.00 0.70 ------ 179.3 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 0.46 -0.76 -0.96 0.00 -1.86 8.11 3.21 6.21 4 1.31 1.01 -0.81 6.21 2.15 -3.80 15.26 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RLap -0.76 1.8 0.41 RLap 3.21 3.63 0.88 RLap 0.83 -0.42 4 LLap 1.01 5.0 0.20 MidS -3.80 6.73 0.56 LSup 0.56 -1.05 UNBRACE LENGTHS --------------- Page 180 Of 232 Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 1.0 1.0 1.0 5.3 3.5 1.00 1.00 1.00 1.79 1.25 1.00 1.00 1.00 0.00 0.52 4 24.7 3.5 3.5 1.0 1.0 1.0 1.38 1.38 1.00 1.00 1.00 0.35 0.35 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 0.37 2.65 1.70 0.22 4 0.51 2.65 2.36 0.22 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.50 0.84 1.06 0.00 2.04 8.07 -3.60 -6.91 4 -1.46 -1.13 0.95 -6.91 -2.38 4.32 14.93 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RLap 0.84 1.8 0.45 RLap -3.60 4.41 0.82 RLap 0.93 0.44 4 LLap -1.13 5.0 0.22 MidS 4.32 4.71 0.92 LSup 0.62 1.19 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 25.0 16.1 16.1 16.1 1.0 1.0 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 24.7 1.0 1.0 18.8 18.8 18.8 1.00 1.00 1.13 1.13 1.13 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Page 181 Of 232 Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 3 0.41 2.65 1.70 0.24 4 0.57 2.65 2.36 0.24 DEFLECTION: (Working Load) -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 3 -0.31 3.33 0.34 3.33 4 -0.77 3.29 0.85 3.29 ================================================================================ U19M0989A Wall 3 - Girt Design 7 (Locate 16.00) 11/25/19 1:56pm ================================================================================ GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 2 08Z054 16.0000 25.00 3.50 4.24 0 75.6 0.00 0.70 3 08Z054 16.0000 25.00 3.50 4.24 0 75.6 0.00 0.70 ------ 151.1 LOAD ID : 0.6Wind_Pressure --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.50 -0.71 -0.91 0.00 -2.22 8.86 2.29 5.13 3 0.91 0.71 -0.50 5.13 2.29 -2.22 16.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap -0.71 1.8 0.38 RLap 2.29 3.70 0.62 RLap 0.65 -0.73 3 LLap 0.71 1.8 0.38 LLap 2.29 3.70 0.62 LLap 0.65 -0.73 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 25.0 1.0 1.0 1.0 3.8 3.5 1.00 1.00 1.00 1.75 1.30 1.00 1.00 1.00 0.00 0.45 Page 182 Of 232 3 25.0 3.5 3.8 1.0 1.0 1.0 1.30 1.75 1.00 1.00 1.00 0.45 0.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.37 2.65 1.70 0.22 3 0.37 2.65 1.70 0.22 LOAD ID : 0.6Wind_Suction --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.55 0.79 1.01 0.00 2.45 8.86 -2.53 -5.67 3 -1.01 -0.79 0.55 -5.67 -2.53 2.45 16.14 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RLap 0.79 1.8 0.42 MidS 2.45 3.09 0.79 RLap 0.71 0.80 3 LLap -0.79 1.8 0.42 MidS 2.45 3.09 0.79 LLap 0.71 0.80 UNBRACE LENGTHS --------------- Bay ---------Minor---------- -----------Cb----------- --------Mom1/Mom2------- Id Major LS LL MS RL RS LS LL MS RL RS LS LL MS RL RS --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 25.0 17.7 17.7 17.7 1.0 1.0 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 25.0 1.0 1.0 17.7 17.7 17.7 1.00 1.00 1.14 1.14 1.14 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -------Left_Lap------- -------Right_Lap------ Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 2 0.40 2.65 1.70 0.24 3 0.40 2.65 1.70 0.24 DEFLECTION: (Working Load) Page 183 Of 232 -------------------------- Span Wind_Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Allow Calc Allow Calc Allow Calc Allow ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.53 3.33 0.59 3.33 3 -0.53 3.33 0.59 3.33 ================================================================================ U19M0989A Wall 3 - Door Jamb & Header Design 11/25/19 1:56pm ================================================================================ LAYOUT: Open Bay Load Id Id Locate Part Length Width Weight ---- --- ------ -------- ------ ----- ------ 4 1 JambL F08C060 7.17 2.50 21.1 JambR F08C060 7.17 2.50 21.1 Header F08C060 5.00 3.00 14.7 Sill F08C060 5.00 0.00 14.7 5 2 JambL F08C060 7.17 1.67 21.1 JambR F08C060 7.17 1.67 21.1 6 2 JambL F08C060 13.67 6.00 40.2 JambR F08C060 13.67 6.00 40.2 STRENGTH/DEFLECTION: Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 4 JambL WP 0.12 2.56 3.58 -0.21 4.43 0.00 0.05 0.00 0.96 WS -0.13 2.56 3.58 0.24 4.06 0.00 0.06 0.00 0.96 JambR WP 0.12 2.56 3.58 -0.21 4.43 0.00 0.05 0.00 0.96 WS -0.13 2.56 3.58 0.24 4.06 0.00 0.06 0.00 0.96 Header WP -0.07 2.56 2.50 -0.09 4.86 0.02 0.03 0.00 0.67 WS 0.08 2.56 2.50 0.10 4.06 0.02 0.03 0.00 0.67 Sill WP -0.10 2.56 2.50 -0.12 4.86 0.03 0.04 0.00 0.67 WS 0.11 2.56 2.50 0.14 4.06 0.03 0.04 0.00 0.67 5 JambL WP 0.08 2.56 3.58 -0.14 4.43 0.00 0.03 0.00 0.96 WS -0.09 2.56 3.58 0.16 4.06 0.00 0.04 0.00 0.96 JambR WP 0.08 2.56 3.58 -0.14 4.43 0.00 0.03 0.00 0.96 WS -0.09 2.56 3.58 0.16 4.06 0.00 0.04 0.00 0.96 6 JambL WP -0.71 2.56 7.17 -2.95 4.60 0.00 0.64 -0.12 1.82 WS 0.79 2.56 7.17 3.25 4.31 0.00 0.75 0.13 1.82 JambR WP -0.69 2.56 7.17 -2.79 4.59 0.00 0.61 -0.12 1.82 WS 0.76 2.56 7.17 3.08 4.31 0.00 0.71 0.13 1.82 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction UNBRACED LENGTHS: Available Open -----Minor---- ------Cb----- ReductionFactor Id Member Major Outside Inside Outside Inside Outside Inside ---- ------ ------ ------- ------ ------- ------ ------- ------ 4 JambL 7.17 7.17 7.17 1.14 1.14 0.00 0.00 JambR 7.17 7.17 7.17 1.14 1.14 0.00 0.00 Header 5.00 1.00 5.00 1.14 1.14 0.00 0.61 Sill 5.00 1.00 5.00 1.14 1.14 0.00 0.61 5 JambL 7.17 7.17 7.17 1.14 1.14 0.00 0.00 JambR 7.17 7.17 7.17 1.14 1.14 0.00 0.00 6 JambL 13.67 7.17 7.17 1.39 1.39 0.00 0.00 Page 184 Of 232 JambR 13.67 7.17 7.17 1.38 1.38 0.00 0.00 JAMB/GIRT LAYOUT: Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 4 JambL Base 7.50 JambR Base 7.50 5 JambL Base 7.50 JambR Base 7.50 6 JambL Base 14.00 7.50 JambR Base 14.00 7.50 JAMB/GIRT LOADING: Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Loads_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------ 4 JambL WP 0.12 0.12 -0.033 WS -0.13 -0.13 0.037 JambR WP 0.12 0.12 -0.033 WS -0.13 -0.13 0.037 5 JambL WP 0.08 0.08 -0.022 WS -0.09 -0.09 0.024 JambR WP 0.08 0.08 -0.022 WS -0.09 -0.09 0.024 6 JambL WP 0.70 0.71 -0.080 -0.32 WS -0.77 -0.79 0.088 0.35 JambR WP 0.68 0.69 -0.080 -0.27 WS -0.75 -0.76 0.088 0.30 JAMB MOMENTS: Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) ---- ------ ---- ------ ------- ---------------------------------------- 4 JambL WP 3.58 -0.21 WS 3.58 0.24 JambR WP 3.58 -0.21 WS 3.58 0.24 5 JambL WP 3.58 -0.14 WS 3.58 0.16 JambR WP 3.58 -0.14 WS 3.58 0.16 6 JambL WP 7.17 -2.95 -2.95 WS 7.17 3.25 3.25 JambR WP 7.17 -2.79 -2.79 WS 7.17 3.08 3.08 ================================================================================ U19M0989A Wall 3 - Diagonal Bracing Design 11/25/19 1:56pm ================================================================================ PANEL SHEAR WITH NO BRACING: Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 0.00 9 0.0 55 0.0 Open Wall Page 185 Of 232 DIAGONAL BRACE LAYOUT: Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- -------- ----- ----- 1 0.00 24.00 24.33 34.18 R(R) 0.625 RDB- 4 0.00 24.00 24.33 34.18 R(L) 0.625 RDB- DIAGONAL BRACE STRENGTH: Bay Brace_Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 1 0.00 24.00 45 1.95 7.34 60 8.91 8.81 1.01 4 0.00 24.00 45 1.95 7.34 60 8.91 8.81 1.01 EW REACTION TO FRAME: Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- Id Id Load Horz Horz(OP) Load Horz Horz(OP) --- --- ---- ----- --------- ---- ----- --------- 1 1 7 -1.39 1.35 59 -4.12 4.01 1 2 45 1.39 1.35 60 4.12 4.01 4 4 7 -1.39 1.35 59 -4.12 4.01 4 5 45 1.39 1.35 60 4.12 4.01 DEFLECTION AT RAFTER: Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ----- ------- ----- ----- ----- ----- 23.0 0.03 0.30 999. 60. 919. 60. LOAD COMBINATIONS: ------------------ 7 - Dead+0.6Wind_Left1+0.6Wind_Pressure 9 - Dead+0.6Wind_Right1+0.6Wind_Pressure 45 - 0.6Dead+0.6Wind_Right1+0.6Wind_Pressure 55 - 1.07Dead+1.07Collateral+0.7Seismic_L 59 - 0.53Dead+0.7Seismic_L 60 - 0.53Dead+0.7Seismic_R ================================================================================ U19M0989A Wall 3 - Wall Panel Design 11/25/19 1:56pm ================================================================================ PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 CW6-80 CW 26.00 80.0 0.44 20.40 MOMENTS & DEFLECTION: --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.33 7.50 WP 0.0 138.5 -68.4 118.4 83.3 138.5 0.60 -0.27 1.43 WS 0.0 138.5 90.8 138.5 -110.7 118.4 0.93 0.35 1.43 2 7.50 10.00 WP 83.3 138.5 23.1 138.5 -11.3 118.4 0.60 0.02 0.50 Page 186 Of 232 WS -110.7 118.4 -30.7 118.4 15.1 138.5 0.93 -0.02 0.50 3 10.00 14.00 WP -11.3 118.4 -16.8 118.4 66.9 138.5 0.48 0.00 0.80 WS 15.1 138.5 22.3 138.5 -88.8 118.4 0.75 0.00 0.80 4 14.00 20.40 WP 66.9 138.5 -54.4 118.4 0.0 138.5 0.48 -0.17 1.28 WS -88.8 118.4 72.2 138.5 0.0 118.4 0.75 0.22 1.28 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ U19M0989A Wall 3 - Panel Zones 11/25/19 1:56pm ================================================================================ PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- CW6-80 0.018 80.00 62.00 GIRT SCREWS: Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.45 2.80 PANEL ZONE LAYOUT: --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 7.33 92.67 2 7.50 6.83 0.054 7.17 2 Lt Edge 0.00 7.33 1 14.00 5.20 0.054 7.17 3 Rt Edge 92.67 100.00 4 7.50 6.83 0.075 7.17 GIRT SCREW CHECK: Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 17.82 0.12 0.23 0.24 0.75 0.53 2 1.00 21.92 0.11 0.23 0.24 0.75 0.49 3 1.00 21.92 0.15 0.32 0.24 0.75 0.61 ================================================================================ U19M0989A Wall 3 - Weight Summary 11/25/19 1:56pm ================================================================================ Columns = 810.97 Rafters = 2207.63 Girts = 1001.11 Framed Openings = 194.37 Bracing = 103.23 Clips = 72.60 -------- Total Weight = 4389.91 ================================================================================ U19M0989A Wall 3 - Warning Summary 11/25/19 1:56pm Page 187 Of 232 ================================================================================ .. No Warnings Page 188 Of 232 *=============================================================================== *U19M0989A Rigid Frame Design Input 11/25/19 1:52pm *=============================================================================== *( 1)JOBID: 'U19M0989A' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 1 'RF ' 24.0000 24.0000 24.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'Y' 'T ' 12.00 58.00 'T ' 12.00 58.00 'T ' 16.00 58.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS12 ' 'AISC10' '----' 'IBC ' '15' 'IBC 15 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.03 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- * Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 40.0 100.0 0.0 60.0 40.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'Y' 'Y' '4' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 18.3333 8.000 50.0000 22.5000 10.000 100.0000 18.3333 10.000 100.0000 0.0000 8.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- --Interior_Depth- * Id Start End No. Locate Depth 1 19.000 39.000 0 2 36.000 30.000 2 20.0000 22.000 35.0000 28.000 3 30.000 36.000 2 15.1733 28.000 30.1733 22.000 4 39.000 19.000 0 Page 189 Of 232 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VEE ' 20.0000 '-EE ' 3 2 0.0000 '-EE ' 30.1733 '-EE ' 4 1 0.0000 'VEE ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 8 1 1 1 0.0000 '--------' 8.000 0.3125 0.3750 0.6250 2 2 2 0.0000 '--------' 8.000 0.3125 0.7500 0.6250 2 3 3 0.0000 '--------' 8.000 0.2200 0.5000 0.3750 2 4 4 0.0000 '--------' 8.000 0.2200 0.7500 0.5000 3 5 5 0.0000 '--------' 8.000 0.2200 0.7500 0.5000 3 6 6 0.0000 '--------' 8.000 0.2200 0.5000 0.3750 3 7 7 0.0000 '--------' 8.000 0.3125 0.7500 0.6250 4 8 8 0.0000 '--------' 8.000 0.3125 0.3750 0.6250 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 4.0000 0.0000 '-' Left Column 2 'P ' '-' 4.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' '08C060 ' 8.000 0.000 1.2500 5 2 7.5000 'ZB' 14.0000 'ZB' 4 'ZB' '08C060 ' 8.000 0.000 1.2500 2 2 7.5000 'ZB' 14.0000 'ZB' Page 190 Of 232 *(20)ROOF PURLIN: *Surf Peak No. -Purlin_Set- * Id Type Part Depth Proj Lap No. Space Sets Space Quan 2 'ZB' '10Z067 ' 10.000 0.000 3.5000 11 1.3333 4 3.3400 1 5.0000 1 5.0000 3 4.2500 6 3 'ZB' '10Z067 ' 10.000 0.000 3.5000 11 1.3333 4 4.2500 6 5.0000 3 5.0000 1 3.3400 1 *(21)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 2 1 '1' 2 'N' 2 11 1 'N' 2 '2' 3 'N' 4 '2' 5 '2' 6 'N' 7 'N' 8 '1' 9 'N' 10 'N' 11 '2' 3 11 1 '2' 2 'N' 3 'N' 4 '1' 5 'N' 6 'N' 7 '2' 8 '2' 9 'N' 10 '2' 11 'N' 4 2 1 '1' 2 'N' *(22)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 4 0 *(23)EXTENSION BASIC LOADS: *Ext ----Wind1--- ----Wind2--- Long_Wind Facia_Wind Seis * Id Dead Collat Live Snow Drift Slide Rain Left Right Left Right 1 2 Left Right Load *(24)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change Page 191 Of 232 3.75 5.00 12.00 35.00 0.00 25.42 1.00 0.44 1.00 0.0 *(25)BASIC LOAD AT EAVE: *Seismic Weak_Axis_L Weak_Axis_R --Torsion-- -EW_Brace-- * Load Wind Seis Wind Seis Wind Seis Wind Seis 4.93 0.00 0.00 0.00 0.00 0.00 0.00 2.31 5.89 *(26)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.25 -0.53 0.65 -0.12 -0.63 -0.63 0.00 2 -0.87 -0.55 -0.51 -0.19 -0.87 -0.55 0.00 3 -0.55 -0.87 -0.19 -0.51 -0.55 -0.87 0.00 4 -0.53 0.25 -0.12 0.65 -0.63 -0.63 0.00 *(27)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 9.56 6.78 30.61 21.70 Left Column 9.56 6.78 30.61 21.70 Right Column *(28)DESIGN LOADS:Strength * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 Page 192 Of 232 0.00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.70 0.00 0 0.00 46 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 193 Of 232 0.00 -0.40 -0.70 0.00 0 0.00 47 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 0.21 0.00 0 0.00 56 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.35 -0.21 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 58 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 59 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 60 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 3 0.75 *(29)DESIGN LOADS:Deflection * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load Page 194 Of 232 *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 30 73 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 80 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 81 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 84 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 85 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 86 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 87 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 90 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 91 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 92 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 93 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 94 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 95 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 96 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 97 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 98 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 99 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 100 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 101 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 Page 195 Of 232 102 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 *(30)DESIGN LOADS:Special * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 12 103 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 104 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 105 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 106 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 107 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 108 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 109 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0.00 0 0.00 110 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0.00 0 0.00 111 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 112 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 113 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 114 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 *(31)AUXILIARY LOAD: * No._Add --Add_Comb- *No. Id Name Loads Id Coeff 3 1 'MIN_SNOW ' 2 1 1.00 2 1.00 2 'F1UNB_SL_L' 3 3 0.30 4 1.00 5 0.49 3 'F1UNB_SL_R' 3 4 0.30 3 1.00 6 0.49 *(32)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 'U_SNOW ' 'D ' -0.477 -0.477 0.08 0.0000 50.1733 2 3 'U_SNOW ' 'D ' -0.477 -0.477 -0.08 0.0000 50.1733 3 3 'U_SNOW ' 'D ' -0.834 -0.834 -0.08 0.0000 50.1733 4 2 'U_SNOW ' 'D ' -0.834 -0.834 0.08 0.0000 50.1733 5 2 'U_SNOW ' 'D ' -0.834 -0.834 0.08 23.3074 50.1733 6 3 'U_SNOW ' 'D ' -0.834 -0.834 -0.08 0.0000 26.8659 Page 196 Of 232 *(33)FLOOR BEAMS: *Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(34)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(35)CRANE BRACKET: * Span ----Crane---- ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No. Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(36)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame *Frame Option Option_Id No. Frame_Line_Id 'OMF' '-' ' ' 4 2 3 4 5 *(37)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 2 'FLG_KNEE' 1 8.00 0.7500 0.000 0.00 0 0.00 0 0.00 0.00 'FLG_KNEE' 2 8.00 0.7500 0.000 0.00 0 0.00 0 0.00 0.00 *(38)SPECIAL FAB DATA * Piece *No. Id Key 0 *(39)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 20.000 0 3 'N ' 0.000 0 *(40)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 *(41)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(42)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1' 2 2 45.8332 1.000 50.1733 0.632 'WINDR1' 3 2 4.3401 0.632 50.1733 1.000 'WINDL2' 2 2 45.8332 1.000 50.1733 0.373 'WINDR2' 3 2 4.3401 0.373 50.1733 1.000 *(43)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 Page 197 Of 232 *(44)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Unbalanced snow load left * 3 Unbalanced snow load right * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * 2 Minimum snow load surface3 * 3 Unbalanced load surface 3 * 4 Unbalanced load surface 2 * 5 Unbalanced load surface 2 * 6 Unbalanced load surface 3 * * Code files used: * IBC.15 * RF_IBC.15 Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 18.0 No record selected * 2 1 C 50.0 C 50.0 2 1 * 3 1 C 50.0 C 50.0 2 1 * 4 1 W 18.0 No record selected ================================================================================ U19M0989A Frame 1 - Design Code 11/25/19 1:53pm ================================================================================ STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12 BUILDING CODE: Wind Code : IBC 15 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U19M0989A Frame 1 - Base Plates and Anchor Bolt 11/25/19 1:53pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.10 (ksi ) Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) Page 198 Of 232 BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- Left P 20.0 4.0 8.0 20.00 0.375 4 1.000 4.00 50.6 0.96 0.365 Right P 20.0 4.0 8.0 20.00 0.375 4 1.000 4.00 50.6 0.96 0.357 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 5 56.2 55 -25.5 41.4 6 48.6 55 41.4 -25.5 Right 6 56.2 55 -24.5 41.6 5 48.6 55 41.6 -24.5 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 F1 1.60 4.18 0.250 F1 1.60 5.57 0.188 F1 2.56 2.78 Right 0.188 F1 1.53 4.18 0.250 F1 1.53 5.57 0.188 F1 2.56 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 55 - 0.53Dead+0.21Seismic+1.35Seismic_Long ================================================================================ U19M0989A Frame 1 - Bolted-End-Plates 11/25/19 1:53pm ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VEE 1- 2 36.00 10.0 1.000 1.250 4.00 4.00 2 5.25 2 5.25 0 2 -EE 2- 3 22.00 8.0 0.625 0.750 3.50 3.50 2 4.25 2 4.25 0 3 -EE 4- 5 30.10 8.0 0.750 0.875 3.50 3.50 2 4.50 2 4.50 0 4 -EE 6- 7 22.00 8.0 0.625 0.750 3.50 3.50 2 4.25 2 4.25 0 Page 199 Of 232 5 VEE 7- 8 36.00 10.0 1.000 1.250 4.00 4.00 2 5.25 2 5.25 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VEE Top 5 48.6 51.2 665.3 5 48.6 51.2 665.3 0.969 1.130 0.85 Bot 37 -7.7 -9.7 -124.4 37 -7.7 -9.7 -124.4 0.973 0.552 0.19 2 -EE Top 65 44.6 23.2 189.3 5 51.2 29.1 75.8 0.567 0.717 0.95 Bot 53 3.4 0.2 -48.9 58 45.0 29.2 -39.0 0.570 0.407 0.31 3 -EE Top 42 -10.6 1.5 44.5 42 -10.6 1.5 44.5 0.669 0.808 0.20 Bot 5 48.6 -0.1 -315.6 57 42.6 -11.5 -288.3 0.676 0.822 0.88 4 -EE Top 57 44.6 -23.2 189.3 6 51.2 -29.1 75.8 0.567 0.717 0.95 Bot 54 3.4 -0.2 -48.9 66 45.0 -29.2 -39.0 0.570 0.407 0.31 5 VEE Top 6 48.6 -51.2 665.3 6 48.6 -51.2 665.3 0.969 1.130 0.85 Bot 39 -7.7 9.7 -124.4 39 -7.7 9.7 -124.4 0.973 0.552 0.19 ---Unity_Check--- Splice Thick Dia_Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot ------ ----- ----- ----- ----- ----- ----- 1 VEE 0.97 1.130 0.552 0.95 0.85 0.19 2 -EE 0.57 0.717 0.407 0.83 0.95 0.31 3 -EE 0.68 0.808 0.822 0.81 0.20 0.88 4 -EE 0.57 0.717 0.407 0.83 0.95 0.31 5 VEE 0.97 1.130 0.552 0.95 0.85 0.19 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.500 F2 10.12 11.14 0.313 F2 1.96 6.96 0.188 F1 1.42 2.78 1 R 0.500 F2 10.12 11.14 0.313 F2 1.96 6.96 0.188 F1 1.42 2.78 2 L 0.313 F2 4.67 6.96 0.313 F2 1.28 6.96 0.188 F1 1.33 2.78 2 R 0.250 F2 4.67 5.57 0.188 F2 1.22 4.18 0.188 F1 1.33 2.78 3 L 0.313 F2 1.23 6.96 0.250 F2 5.15 5.57 0.188 F1 0.38 2.78 3 R 0.313 F2 1.23 6.96 0.250 F2 5.15 5.57 0.188 F1 0.38 2.78 4 L 0.250 F2 4.67 5.57 0.188 F2 1.22 4.18 0.188 F1 1.33 2.78 4 R 0.313 F2 4.67 6.96 0.313 F2 1.28 6.96 0.188 F1 1.33 2.78 5 L 0.500 F2 10.12 11.14 0.313 F2 1.96 6.96 0.188 F1 1.42 2.78 5 R 0.500 F2 10.12 11.14 0.313 F2 1.96 6.96 0.188 F1 1.42 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 42 - 0.6Dead-0.6Wind_Long1 53 - 0.53Dead+0.7Seismic 54 - 0.53Dead-0.7Seismic 57 - Dead+Collateral+F1UNB_SL_L 58 - Dead+Collateral+F1UNB_SL_L 65 - Dead+Collateral+F1UNB_SL_R 66 - Dead+Collateral+F1UNB_SL_R Page 200 Of 232 ================================================================================ U19M0989A Frame 1 - Bearing Stiffeners 11/25/19 1:53pm ================================================================================ Stiffener Yield = 36.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 39.00 0.375 6.00 0.500 38.80 1 Rt Col 100.0 39.00 0.375 6.00 0.500 38.80 1 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 37 31.6 129.3 5 170.7 205.1 0.83 Rt Col 39 31.6 129.3 6 170.7 205.1 0.83 WELDS: ------ ---Stiff_To_Flg/EP--- -----Stiff_To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.313 F1 3.16 6.96 0.188 F1 2.20 2.78 Rt Col 0.313 F1 3.16 6.96 0.188 F1 2.20 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 ================================================================================ U19M0989A Frame 1 - Flange Braces 11/25/19 1:53pm ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 55.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A325 (2 Washers) Bolt Shear Stress = 27.00 ksi Flange Brace Force Inside flange, max of bending compression & axial LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ Page 201 Of 232 ----- 1 1 1 L2525105 1 28.94 28.50 41.9 38.20 0.500 0.500 Clip Web 2 2 2 L2525105 2 31.98 28.50 44.8 37.77 0.500 0.500 0.500 Clip Clip 4 2 L2525105 2 23.42 28.50 55.6 32.27 0.500 0.500 0.500 Clip Clip 5 2 L2525105 3 23.34 28.50 56.1 32.09 0.500 0.500 0.500 Clip Clip 8 1 L2525105 4 28.15 28.50 49.2 35.16 0.500 0.500 0.500 Clip Clip 11 2 L2525105 4 29.86 28.50 47.2 36.30 0.500 0.500 0.500 Clip Clip 3 1 2 L2525105 5 29.86 28.50 47.2 36.30 0.500 0.500 0.500 Clip Clip 4 1 L2525105 5 28.15 28.50 49.2 35.16 0.500 0.500 0.500 Clip Clip 7 2 L2525105 6 23.34 28.50 56.1 32.09 0.500 0.500 0.500 Clip Clip 8 2 L2525105 7 23.42 28.50 55.6 32.27 0.500 0.500 0.500 Clip Clip 10 2 L2525105 7 31.98 28.50 44.8 37.77 0.500 0.500 0.500 Clip Clip 4 1 1 L2525105 8 28.94 28.50 41.9 38.20 0.500 0.500 Clip Web DESIGN: ------- Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 1 1 5 1.97 0.66 0.45 0.37 0.78 2 2 65 1.01 0.34 0.23 0.19 0.10 0.19 4 65 0.63 0.20 0.14 0.12 0.08 0.12 5 65 0.33 0.11 0.07 0.06 0.04 0.06 8 42 0.20 0.06 0.04 0.04 0.02 0.04 11 42 0.08 0.03 0.02 0.01 0.01 0.01 3 1 44 0.08 0.03 0.02 0.01 0.01 0.01 4 44 0.20 0.06 0.04 0.04 0.02 0.04 7 57 0.33 0.11 0.07 0.06 0.04 0.06 8 57 0.63 0.20 0.14 0.12 0.08 0.12 10 57 1.01 0.34 0.23 0.19 0.10 0.19 4 1 6 1.97 0.66 0.45 0.37 0.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 42 - 0.6Dead-0.6Wind_Long1 44 - 0.6Dead-0.6Wind_Long2 57 - Dead+Collateral+F1UNB_SL_L 65 - Dead+Collateral+F1UNB_SL_R ================================================================================ U19M0989A Frame 1 - Web To Flange Weld 11/25/19 1:53pm ================================================================================ ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 5 46.3 41.9 913 0.250 F1 2.12 3.71 2 2 2 25 58 27.5 64.3 1686 0.250 F1 1.05 3.71 2 3 3 26 58 29.8 41.1 1066 0.188 F1 1.15 2.78 2 4 4 40 65 15.7 75.4 2402 0.250 F1 0.49 3.71 3 5 5 69 57 15.7 75.4 2402 0.250 F1 0.49 3.71 3 6 6 83 66 29.8 41.1 1066 0.188 F1 1.15 2.78 3 7 7 84 66 27.5 64.3 1686 0.250 F1 1.05 3.71 4 8 8 108 6 46.3 41.9 913 0.250 F1 2.12 3.71 LOAD COMBINATIONS: ------------------ Page 202 Of 232 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 57 - Dead+Collateral+F1UNB_SL_L 58 - Dead+Collateral+F1UNB_SL_L 65 - Dead+Collateral+F1UNB_SL_R 66 - Dead+Collateral+F1UNB_SL_R ================================================================================ U19M0989A Frame 1 - Special Segments 11/25/19 1:53pm ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 8.0 0.375 8.0 0.750 Rt Col 8.0 0.375 8.0 0.750 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 5 54.4 665.3 194.5 0.313 140.2 0.375 236.9 0.82 AISC G2-1 Rt Col 6 54.4 665.3 194.5 0.313 140.2 0.375 236.9 0.82 AISC G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 39.00 34.50 11.39 0.82 Rt Col 39.00 34.50 11.39 0.82 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow ================================================================================ U19M0989A Frame 1 - Design Summary 11/25/19 1:53pm ================================================================================ FRAME: ------ Id = 1 Type = RF Line Id = 2 3 4 5 Load Width= 24.00 UC Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -------- Page 203 Of 232 -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 17.2 8.0 19.0 39.0 0.313 0.375 0.625 11 5 0.73 11 5 0.94 11 5 1.03 59 2 2 2 16.4 8.0 36.0 22.0 0.313 0.750 0.625 12 58 0.65 12 5 0.70 12 5 0.99 71 2 3 3 15.0 8.0 22.0 28.0 0.220 0.500 0.375 26 58 0.75 39 57 1.03 26 65 0.91 90 2 4 4 15.1 8.0 28.0 30.0 0.220 0.750 0.500 40 65 0.50 44 57 0.78 45 57 0.69 85 3 5 5 15.1 8.0 30.0 28.0 0.220 0.750 0.500 69 57 0.50 65 65 0.78 64 65 0.69 85 3 6 6 15.0 8.0 28.0 22.0 0.220 0.500 0.375 83 66 0.75 70 65 1.03 83 57 0.91 90 3 7 7 16.4 8.0 22.0 36.0 0.313 0.750 0.625 97 66 0.65 97 6 0.70 97 6 0.99 71 4 8 8 17.2 8.0 39.0 19.0 0.313 0.375 0.625 98 6 0.73 98 6 0.94 98 6 1.03 59 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1 - Dead+Collateral 2 - Dead+Collateral 3 - Dead+Collateral+Live 4 - Dead+Collateral+Live 5#- Dead+Collateral+Snow 6#- Dead+Collateral+Snow 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW 9 - Dead+Collateral+0.75Live 10 - Dead+Collateral+0.75Live 11 - Dead+Collateral+0.75Snow 12 - Dead+Collateral+0.75Snow 13 - Dead+0.6Wind_Left1 14 - Dead+0.6Wind_Left2 15 - Dead+0.6Wind_Right1 16 - Dead+0.6Wind_Right2 17 - Dead+0.6Wind_Long1 18 - Dead-0.6Wind_Long1 19 - Dead+0.6Wind_Long2 20 - Dead-0.6Wind_Long2 21 - Dead+Collateral+0.75Live+0.45Wind_Left1 22 - Dead+Collateral+0.75Live+0.45Wind_Left2 23 - Dead+Collateral+0.75Live+0.45Wind_Right1 24 - Dead+Collateral+0.75Live+0.45Wind_Right2 25 - Dead+Collateral+0.75Live+0.45Wind_Long1 26 - Dead+Collateral+0.75Live-0.45Wind_Long1 27 - Dead+Collateral+0.75Live+0.45Wind_Long2 28 - Dead+Collateral+0.75Live-0.45Wind_Long2 29 - Dead+Collateral+0.75Snow+0.45Wind_Left1 30 - Dead+Collateral+0.75Snow+0.45Wind_Left2 Page 204 Of 232 31 - Dead+Collateral+0.75Snow+0.45Wind_Right1 32 - Dead+Collateral+0.75Snow+0.45Wind_Right2 33 - Dead+Collateral+0.75Snow+0.45Wind_Long1 34 - Dead+Collateral+0.75Snow-0.45Wind_Long1 35 - Dead+Collateral+0.75Snow+0.45Wind_Long2 36 - Dead+Collateral+0.75Snow-0.45Wind_Long2 37 - 0.6Dead+0.6Wind_Left1 38 - 0.6Dead+0.6Wind_Left2 39 - 0.6Dead+0.6Wind_Right1 40 - 0.6Dead+0.6Wind_Right2 41 - 0.6Dead+0.6Wind_Long1 42 - 0.6Dead-0.6Wind_Long1 43 - 0.6Dead+0.6Wind_Long2 44 - 0.6Dead-0.6Wind_Long2 45 - 1.07Dead+1.07Collateral+0.7Seismic+0.4Seismic_Long 46 - 1.07Dead+1.07Collateral-0.7Seismic-0.4Seismic_Long 47 - 1.07Dead+1.07Collateral+0.7Seismic_Long 48 - 1.07Dead+1.07Collateral-0.7Seismic_Long 49 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic 50 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic 51 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_Long 52 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic_Long 53 - 0.53Dead+0.7Seismic 54 - 0.53Dead-0.7Seismic 55 - 0.53Dead+0.21Seismic+1.35Seismic_Long 56 - 0.53Dead-0.21Seismic-1.35Seismic_Long 57#- Dead+Collateral+F1UNB_SL_L 58#- Dead+Collateral+F1UNB_SL_L 59 - Dead+Collateral+0.75F1UNB_SL_L 60 - Dead+Collateral+0.75F1UNB_SL_L 61 - Dead+Collateral+0.45Wind_Left1+0.75F1UNB_SL_L 62 - Dead+Collateral+0.45Wind_Left2+0.75F1UNB_SL_L 63 - Dead+Collateral+0.45Wind_Right1+0.75F1UNB_SL_L 64 - Dead+Collateral+0.45Wind_Right2+0.75F1UNB_SL_L 65#- Dead+Collateral+F1UNB_SL_R 66#- Dead+Collateral+F1UNB_SL_R 67 - Dead+Collateral+0.75F1UNB_SL_R 68 - Dead+Collateral+0.75F1UNB_SL_R 69 - Dead+Collateral+0.45Wind_Left1+0.75F1UNB_SL_R 70 - Dead+Collateral+0.45Wind_Left2+0.75F1UNB_SL_R 71 - Dead+Collateral+0.45Wind_Right1+0.75F1UNB_SL_R 72 - Dead+Collateral+0.45Wind_Right2+0.75F1UNB_SL_R 73 - Dead+Collateral 74 - Dead+Collateral 75 - Dead+Collateral+Live 76 - Dead+Collateral+Live 77 - Dead+Collateral+Snow 78 - Dead+Collateral+Snow 79 - Dead+Collateral+MIN_SNOW 80 - Dead+Collateral+MIN_SNOW 81 - Live 82 - Live 83 - Snow 84 - Snow 85 - MIN_SNOW 86 - MIN_SNOW 87 - Dead+0.44Wind_Left1 88 - Dead+0.44Wind_Left2 89 - Dead+0.44Wind_Right1 90 - Dead+0.44Wind_Right2 Page 205 Of 232 91 - Dead+0.44Wind_Long1 92 - Dead-0.44Wind_Long1 93 - Dead+0.44Wind_Long2 94 - Dead-0.44Wind_Long2 95 - 1.07Dead+1.07Collateral+0.7Seismic 96 - 1.07Dead+1.07Collateral-0.7Seismic 97 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic 98 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic 99 - 0.53Dead+0.7Seismic 100 - 0.53Dead-0.7Seismic 101 - Seismic 102 - -Seismic PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 124.8 260.0 10.7 0.375 0.313 4.1 10.0 2 115.2 260.0 6.4 0.625 0.313 2.2 10.0 3 127.3 260.0 10.7 0.375 0.220 2.1 10.0 4 136.4 260.0 8.0 0.500 0.220 1.6 10.0 5 136.4 260.0 8.0 0.500 0.220 1.6 10.0 6 127.3 260.0 10.7 0.375 0.220 2.1 10.0 7 115.2 260.0 6.4 0.625 0.313 2.2 10.0 8 124.8 260.0 10.7 0.375 0.313 4.1 10.0 FRAME AREA: ---------- Frame Area= 314.34 Building Area= 2041.67 Ratio= 0.15 WEIGHTS: -------- Member 1 2 3 4 5 6 7 8 ---------- ----- ----- ----- ----- ----- ----- ----- ----- Weight (lb) 1019 1118 638 837 837 638 1118 1019 Total Weight (lb) Frame = 7222 Splice Plate = 803 Base Plate = 34 -------- 8060 REACTIONS: (Sidewall Columns) ------------------------------ Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 11.62 14.14 0.00 0.00 -11.62 14.11 0.00 0.00 2 11.62 14.11 0.00 0.00 -11.62 14.14 0.00 0.00 3 24.32 28.56 0.00 0.00 -24.32 28.50 0.00 0.00 Page 206 Of 232 4 24.32 28.50 0.00 0.00 -24.32 28.56 0.00 0.00 5 48.57 56.19 0.00 0.00 -48.57 56.07 0.00 0.00 6 48.57 56.07 0.00 0.00 -48.57 56.19 0.00 0.00 7 32.77 38.18 0.00 0.00 -32.77 38.10 0.00 0.00 8 32.77 38.10 0.00 0.00 -32.77 38.18 0.00 0.00 9 21.15 24.96 0.00 0.00 -21.15 24.90 0.00 0.00 10 21.15 24.90 0.00 0.00 -21.15 24.96 0.00 0.00 11 39.36 45.68 0.00 0.00 -39.36 45.58 0.00 0.00 12 39.36 45.58 0.00 0.00 -39.36 45.68 0.00 0.00 13 -7.38 -6.74 0.00 0.00 1.30 -2.52 0.00 0.00 14 -2.88 -0.15 0.00 0.00 -3.14 4.06 0.00 0.00 15 -1.30 -2.52 0.00 0.00 7.38 -6.74 0.00 0.00 16 3.14 4.06 0.00 0.00 2.88 -0.15 0.00 0.00 17 -2.81 -10.37 5.74 0.00 3.30 -7.54 5.74 0.00 18 -2.64 -2.23 0.00 0.00 3.13 0.59 0.00 0.00 19 -3.30 -7.54 5.74 0.00 2.81 -10.37 5.74 0.00 20 -3.13 0.59 0.00 0.00 2.64 -2.23 0.00 0.00 21 10.91 13.78 0.00 0.00 -15.47 16.96 0.00 0.00 22 14.27 18.73 0.00 0.00 -18.78 21.90 0.00 0.00 23 15.47 16.96 0.00 0.00 -10.91 13.78 0.00 0.00 24 18.78 21.90 0.00 0.00 -14.27 18.73 0.00 0.00 25 14.33 11.08 4.30 0.00 -13.96 13.18 4.30 0.00 26 14.45 17.18 0.00 0.00 -14.09 19.29 0.00 0.00 27 13.96 13.18 4.30 0.00 -14.33 11.08 4.30 0.00 28 14.09 19.29 0.00 0.00 -14.45 17.18 0.00 0.00 29 29.14 34.48 0.00 0.00 -33.70 37.67 0.00 0.00 30 32.49 39.42 0.00 0.00 -37.00 42.61 0.00 0.00 31 33.70 37.67 0.00 0.00 -29.14 34.48 0.00 0.00 32 37.00 42.61 0.00 0.00 -32.49 39.42 0.00 0.00 33 32.57 31.79 4.30 0.00 -32.20 33.88 4.30 0.00 34 32.68 37.89 0.00 0.00 -32.32 39.98 0.00 0.00 35 32.20 33.88 4.30 0.00 -32.57 31.79 4.30 0.00 36 32.32 39.98 0.00 0.00 -32.68 37.89 0.00 0.00 37 -9.90 -9.99 0.00 0.00 3.82 -5.77 0.00 0.00 38 -5.40 -3.39 0.00 0.00 -0.61 0.82 0.00 0.00 39 -3.82 -5.77 0.00 0.00 9.90 -9.99 0.00 0.00 40 0.61 0.82 0.00 0.00 5.40 -3.39 0.00 0.00 41 -5.34 -13.61 5.74 0.00 5.83 -10.78 5.74 0.00 42 -5.17 -5.48 0.00 0.00 5.66 -2.65 0.00 0.00 43 -5.83 -10.78 5.74 0.00 5.34 -13.61 5.74 0.00 44 -5.66 -2.65 0.00 0.00 5.17 -5.48 0.00 0.00 45 6.91 4.61 12.24 0.00 -17.94 8.27 12.24 0.00 46 18.29 25.65 0.00 0.00 -7.26 21.95 0.00 0.00 47 12.43 -0.07 21.43 0.00 -12.43 -0.07 21.43 0.00 48 13.05 30.31 0.00 0.00 -13.05 30.31 0.00 0.00 49 13.66 19.77 0.00 0.00 -21.85 22.50 0.00 0.00 50 21.85 22.50 0.00 0.00 -13.66 19.77 0.00 0.00 51 17.76 9.85 15.92 0.00 -17.76 9.85 15.92 0.00 52 18.21 32.42 0.00 0.00 -18.21 32.42 0.00 0.00 53 -2.18 2.49 0.00 0.00 -8.84 6.10 0.00 0.00 54 8.84 6.10 0.00 0.00 2.18 2.49 0.00 0.00 55 1.69 -25.54 41.32 0.00 -5.00 -24.46 41.32 0.00 56 6.19 34.15 0.00 0.00 -2.89 33.03 0.00 0.00 57 42.41 55.74 0.00 0.00 -42.54 38.10 0.00 0.00 58 42.36 55.84 0.00 0.00 -42.49 38.01 0.00 0.00 59 34.71 45.36 0.00 0.00 -34.81 32.09 0.00 0.00 60 34.67 45.44 0.00 0.00 -34.77 32.01 0.00 0.00 61 24.47 34.27 0.00 0.00 -29.12 24.06 0.00 0.00 62 27.82 39.20 0.00 0.00 -32.43 29.02 0.00 0.00 63 29.04 37.46 0.00 0.00 -24.58 20.88 0.00 0.00 Page 207 Of 232 64 32.34 42.38 0.00 0.00 -27.93 25.83 0.00 0.00 65 42.54 38.10 0.00 0.00 -42.41 55.74 0.00 0.00 66 42.49 38.01 0.00 0.00 -42.36 55.84 0.00 0.00 67 34.81 32.09 0.00 0.00 -34.71 45.36 0.00 0.00 68 34.77 32.01 0.00 0.00 -34.67 45.44 0.00 0.00 69 24.58 20.88 0.00 0.00 -29.04 37.46 0.00 0.00 70 27.93 25.83 0.00 0.00 -32.34 42.38 0.00 0.00 71 29.12 24.06 0.00 0.00 -24.47 34.27 0.00 0.00 72 32.43 29.02 0.00 0.00 -27.82 39.20 0.00 0.00 DEFLECTIONS : ------------------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 -0.10 0.09 -1.20 74 -0.09 0.10 -1.20 75 -0.21 0.19 -2.53 76 -0.19 0.21 -2.53 77 -0.43 0.38 -5.06 78 -0.38 0.43 -5.06 79 -0.29 0.26 -3.41 80 -0.26 0.29 -3.41 81 -0.11 0.10 -1.32 82 -0.10 0.11 -1.32 83 -0.32 0.29 -3.86 84 -0.29 0.32 -3.86 85 -0.19 0.17 -2.20 86 -0.17 0.19 -2.20 87 0.09 0.06 0.17 88 0.05 0.09 -0.24 89 -0.06 -0.09 0.17 90 -0.09 -0.05 -0.24 91 -0.11 -0.14 0.24 92 -0.11 -0.14 0.24 93 0.14 0.11 0.24 94 0.14 0.11 0.24 95 0.57 0.78 -1.42 96 -0.78 -0.57 -1.42 97 0.36 0.65 -1.90 98 -0.65 -0.36 -1.90 99 0.64 0.69 -0.54 100 -0.69 -0.64 -0.54 101 0.95 0.95 -0.32 102 -0.95 -0.95 -0.32 DEFLECTIONS RATIO: ------------------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 2024 2267 996 74 2267 2024 996 75 966 1077 475 Page 208 Of 232 76 1077 966 475 77 482 537 237 78 537 482 237 79 716 798 352 80 798 716 352 81 1851 2056 908 82 2056 1851 908 83 634 704 311 84 704 634 311 85 1110 1233 544 86 1233 1110 544 87 2369 3367 6892 88 3793 2254 4952 89 3367 2369 6892 90 2254 3793 4952 91 1807 1507 5050 92 1805 1498 5032 93 1507 1807 5050 94 1498 1805 5032 95 359 264 842 96 264 359 842 97 574 315 632 98 315 574 632 99 322 296 2206 100 296 322 2206 101 217 217 3790 102 217 217 3790 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -3.85 311. 180. Horizontal Drift 101 0.95 217. 40. Horizontal Total 101 0.95 217. 40. Horizontal Spring Constant= 16.63 k/in P-DELTA:(Direct Analysis) --------------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0495 Right 0.0495 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 1 0.10 0.10 1.06 ================================================================================ U19M0989A Frame 1 - Flange Hole Check 11/25/19 1:53pm Page 209 Of 232 ================================================================================ (a)FuAfn/YtFyAfg - If < 1, tension rupture calcs are implemented LOAD COMBINATIONS: ------------------ ================================================================================ U19M0989A Frame 1 - Rigid Frame Clearances 11/25/19 1:53pm ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 14'08-08" 4'00-00" 14'08-08" Right 14'08-08" 96'00-00" 14'08-08" Midspan 19'00-10" 50'00-00" 19'00-10" HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 92'00-02" 3'11-15" 96'00-01" ================================================================================ U19M0989A Frame 1 - Weight Summary 11/25/19 1:53pm ================================================================================ Total Weight (lb) Frame = 7222 Splice Plate = 803 Base Plate = 34 -------- 8060 ================================================================================ U19M0989A Frame 1 - Warning Summary 11/25/19 1:53pm ================================================================================ .. No Warnings Page 210 Of 232 *=============================================================================== *U19M0989A Rigid Frame Design Input 11/25/19 1:54pm *=============================================================================== *( 1)JOBID: 'U19M0989A' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 2 'RFE' 24.0000 24.0000 24.0000 2.0000 1.00 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'Y' 'T ' 12.00 58.00 'T ' 12.00 58.00 'T ' 16.00 58.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS12 ' 'AISC10' '----' 'IBC ' '15' 'IBC 15 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.03 1.03 1.03 1.03 1.0000 1.0000 1.2000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- * Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 40.0 100.0 0.0 60.0 40.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'Y' 'Y' '4' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 18.3333 8.000 50.0000 22.5000 10.000 100.0000 18.3333 10.000 100.0000 0.0000 8.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- --Interior_Depth- * Id Start End No. Locate Depth 1 19.000 39.000 0 2 36.000 30.000 2 20.0000 22.000 35.0000 28.000 3 30.000 36.000 2 15.1733 28.000 30.1733 22.000 4 39.000 19.000 0 Page 211 Of 232 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VEE ' 20.0000 '-EE ' 3 2 0.0000 '-EE ' 30.1733 '-EE ' 4 1 0.0000 'VEE ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 8 1 1 1 0.0000 '--------' 8.000 0.3125 0.3750 0.6250 2 2 2 0.0000 '--------' 8.000 0.3125 0.7500 0.6250 2 3 3 0.0000 '--------' 8.000 0.2200 0.5000 0.3750 2 4 4 0.0000 '--------' 8.000 0.2200 0.7500 0.5000 3 5 5 0.0000 '--------' 8.000 0.2200 0.7500 0.5000 3 6 6 0.0000 '--------' 8.000 0.2200 0.5000 0.3750 3 7 7 0.0000 '--------' 8.000 0.3125 0.7500 0.6250 4 8 8 0.0000 '--------' 8.000 0.3125 0.3750 0.6250 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 4.0000 0.0000 '-' Left Column 2 'P ' '-' 4.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' '08Z075 ' 8.000 0.000 1.2500 5 2 7.5000 'ZB' 14.0000 'ZB' 4 'ZB' '08Z075 ' 8.000 0.000 1.2500 1 2 7.5000 'ZB' 14.0000 'ZB' Page 212 Of 232 *(20)ROOF PURLIN: *Surf Peak No. -Purlin_Set- * Id Type Part Depth Proj Lap No. Space Sets Space Quan 2 'ZB' '10Z075 ' 10.000 0.000 3.5000 11 1.3333 4 3.3400 1 5.0000 1 5.0000 3 4.2500 6 3 'ZB' '10Z075 ' 10.000 0.000 3.5000 11 1.3333 4 4.2500 6 5.0000 3 5.0000 1 3.3400 1 *(21)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 2 1 'R' 2 'N' 2 11 1 'N' 2 'R' 3 'N' 4 'R' 5 'R' 6 'R' 7 'N' 8 'N' 9 'R' 10 'N' 11 'R' 3 11 1 'R' 2 'N' 3 'R' 4 'N' 5 'N' 6 'R' 7 'R' 8 'R' 9 'N' 10 'R' 11 'N' 4 2 1 'R' 2 'N' *(22)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 4 0 *(23)EXTENSION BASIC LOADS: *Ext ----Wind1--- ----Wind2--- Long_Wind Facia_Wind Seis * Id Dead Collat Live Snow Drift Slide Rain Left Right Left Right 1 2 Left Right Load *(24)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change Page 213 Of 232 3.75 5.00 12.00 35.00 0.00 25.42 1.00 0.44 1.00 0.0 *(25)BASIC LOAD AT EAVE: *Seismic Weak_Axis_L Weak_Axis_R --Torsion-- -EW_Brace-- * Load Wind Seis Wind Seis Wind Seis Wind Seis 4.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(26)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.40 -0.59 0.76 -0.23 -0.66 -0.66 0.00 2 -1.19 -0.69 -0.83 -0.33 -1.19 -0.69 0.00 3 -0.69 -1.19 -0.33 -0.83 -0.69 -1.19 0.00 4 -0.59 0.40 -0.23 0.76 -0.66 -0.66 0.00 *(27)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 9.56 6.78 30.61 21.70 Left Column 9.56 6.78 30.61 21.70 Right Column *(28)DESIGN LOADS:Strength * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 72 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 Page 214 Of 232 0.00 0.00 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.70 0.00 0 0.00 46 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 215 Of 232 0.00 -0.40 -0.70 0.00 0 0.00 47 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 0.21 0.00 0 0.00 56 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.35 -0.21 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 58 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 59 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 60 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 61 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 62 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 63 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.75 64 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 2 0.75 65 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 66 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 67 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 68 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 69 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 70 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 71 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.75 72 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 3 0.75 *(29)DESIGN LOADS:Deflection * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load Page 216 Of 232 *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 30 73 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 80 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 81 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 84 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 85 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 86 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 87 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 90 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 91 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 92 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 93 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 94 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 95 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 96 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 97 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 98 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 99 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 100 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 101 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 Page 217 Of 232 102 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 *(30)DESIGN LOADS:Special * -----------------------------------------Load_Coefficients------------------------------ ----------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 12 103 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 104 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 105 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 106 'EP' '---------' 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 107 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 108 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 109 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0.00 0 0.00 110 'EP' '---------' 1.05 1.05 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0.00 0 0.00 111 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 112 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 113 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 114 'EP' '---------' 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 *(31)AUXILIARY LOAD: * No._Add --Add_Comb- *No. Id Name Loads Id Coeff 3 1 'MIN_SNOW ' 2 1 1.00 2 1.00 2 'F2UNB_SL_L' 3 3 0.30 4 1.00 5 0.49 3 'F2UNB_SL_R' 3 4 0.30 3 1.00 6 0.49 *(32)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 6 1 2 'U_SNOW ' 'D ' -0.477 -0.477 0.08 0.0000 50.1733 2 3 'U_SNOW ' 'D ' -0.477 -0.477 -0.08 0.0000 50.1733 3 3 'U_SNOW ' 'D ' -0.834 -0.834 -0.08 0.0000 50.1733 4 2 'U_SNOW ' 'D ' -0.834 -0.834 0.08 0.0000 50.1733 5 2 'U_SNOW ' 'D ' -0.834 -0.834 0.08 23.3074 50.1733 6 3 'U_SNOW ' 'D ' -0.834 -0.834 -0.08 0.0000 26.8659 Page 218 Of 232 *(33)FLOOR BEAMS: *Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(34)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(35)CRANE BRACKET: * Span ----Crane---- ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No. Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(36)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame *Frame Option Option_Id No. Frame_Line_Id 'OMF' '-' ' ' 1 1 *(37)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 2 'FLG_KNEE' 1 8.00 0.7500 0.000 0.00 0 0.00 0 0.00 0.00 'FLG_KNEE' 2 8.00 0.7500 0.000 0.00 0 0.00 0 0.00 0.00 *(38)SPECIAL FAB DATA * Piece *No. Id Key 0 *(39)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 20.000 3 25.0000 16.000 'C' 0.000 0.000 50.0000 16.000 'C' 0.000 0.000 75.0000 16.000 'C' 0.000 0.000 3 'N ' 0.000 0 *(40)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 *(41)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(42)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1' 2 2 45.8332 1.000 50.1733 0.575 'WINDR1' 3 2 4.3401 0.575 50.1733 1.000 'WINDL2' 2 2 45.8332 1.000 50.1733 0.391 'WINDR2' 3 2 4.3401 0.391 50.1733 1.000 *(43)ADDITIONAL COLUMNS: Page 219 Of 232 *No. Id Type Rot Opt Part Elev 0 *(44)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Unbalanced snow load left * 3 Unbalanced snow load right * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * 2 Minimum snow load surface3 * 3 Unbalanced load surface 3 * 4 Unbalanced load surface 2 * 5 Unbalanced load surface 2 * 6 Unbalanced load surface 3 * * Code files used: * IBC.15 * RF_IBC.15 Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 18.0 No record selected * 2 1 C 50.0 C 50.0 2 1 * 3 1 C 50.0 C 50.0 2 1 * 4 1 W 18.0 No record selected ================================================================================ U19M0989A Frame 2 - Design Code 11/25/19 1:55pm ================================================================================ STRUCTURAL CODE: Design Basis : WS - Working Stress Hot Rolled Steel : AISC10 Cold Formed Steel : NAUS12 BUILDING CODE: Wind Code : IBC 15 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ U19M0989A Frame 2 - Base Plates and Anchor Bolt 11/25/19 1:55pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.10 (ksi ) Page 220 Of 232 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- Left P 20.0 4.0 8.0 20.00 0.375 4 1.000 4.00 50.6 0.96 0.363 Right P 20.0 4.0 8.0 20.00 0.375 4 1.000 4.00 50.6 0.96 0.358 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 5 56.2 55 -25.3 41.4 6 48.6 55 41.4 -25.3 Right 6 56.2 55 -24.7 41.6 5 48.6 55 41.6 -24.7 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.188 F1 1.58 4.18 0.250 F1 1.58 5.57 0.188 F1 2.56 2.78 Right 0.188 F1 1.54 4.18 0.250 F1 1.54 5.57 0.188 F1 2.56 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 55 - 0.53Dead+0.21Seismic+1.35Seismic_Long ================================================================================ U19M0989A Frame 2 - Bolted-End-Plates 11/25/19 1:55pm ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VEE 1- 2 36.00 10.0 1.000 1.250 4.00 4.00 2 5.25 2 5.25 0 2 -EE 2- 3 22.00 8.0 0.625 0.750 3.50 3.50 2 4.25 2 4.25 0 Page 221 Of 232 3 -EE 4- 5 30.10 8.0 0.750 0.875 3.50 3.50 2 4.50 2 4.50 0 4 -EE 6- 7 22.00 8.0 0.625 0.750 3.50 3.50 2 4.25 2 4.25 0 5 VEE 7- 8 36.00 10.0 1.000 1.250 4.00 4.00 2 5.25 2 5.25 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VEE Top 5 48.6 51.2 665.3 5 48.6 51.2 665.3 0.969 1.130 0.85 Bot 37 -10.9 -14.1 -164.4 37 -10.9 -14.1 -164.4 0.973 0.636 0.26 2 -EE Top 65 44.6 23.2 189.3 5 51.2 29.1 75.8 0.567 0.717 0.95 Bot 63 24.6 17.9 -47.4 58 45.0 29.2 -39.0 0.570 0.296 0.31 3 -EE Top 42 -14.8 2.4 68.0 42 -14.8 2.4 68.0 0.669 0.808 0.30 Bot 5 48.6 -0.1 -315.6 57 42.6 -11.5 -288.3 0.676 0.822 0.88 4 -EE Top 57 44.6 -23.2 189.3 6 51.2 -29.1 75.8 0.567 0.717 0.95 Bot 69 24.6 -17.9 -47.4 66 45.0 -29.2 -39.0 0.570 0.296 0.31 5 VEE Top 6 48.6 -51.2 665.3 6 48.6 -51.2 665.3 0.969 1.130 0.85 Bot 39 -10.9 14.1 -164.4 39 -10.9 14.1 -164.4 0.973 0.636 0.26 ---Unity_Check--- Splice Thick Dia_Required EP Bolt Bolt Id Typ Req Top Bot Bend Top Bot ------ ----- ----- ----- ----- ----- ----- 1 VEE 0.97 1.130 0.636 0.95 0.85 0.26 2 -EE 0.57 0.717 0.296 0.83 0.95 0.31 3 -EE 0.68 0.808 0.822 0.81 0.30 0.88 4 -EE 0.57 0.717 0.296 0.83 0.95 0.31 5 VEE 0.97 1.130 0.636 0.95 0.85 0.26 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.500 F2 10.12 11.14 0.313 F2 2.60 6.96 0.188 F1 1.42 2.78 1 R 0.500 F2 10.12 11.14 0.313 F2 2.60 6.96 0.188 F1 1.42 2.78 2 L 0.313 F2 4.67 6.96 0.313 F2 0.87 6.96 0.188 F1 1.33 2.78 2 R 0.250 F2 4.67 5.57 0.188 F2 0.85 4.18 0.188 F1 1.33 2.78 3 L 0.313 F2 1.85 6.96 0.250 F2 5.15 5.57 0.188 F1 0.38 2.78 3 R 0.313 F2 1.85 6.96 0.250 F2 5.15 5.57 0.188 F1 0.38 2.78 4 L 0.250 F2 4.67 5.57 0.188 F2 0.85 4.18 0.188 F1 1.33 2.78 4 R 0.313 F2 4.67 6.96 0.313 F2 0.87 6.96 0.188 F1 1.33 2.78 5 L 0.500 F2 10.12 11.14 0.313 F2 2.60 6.96 0.188 F1 1.42 2.78 5 R 0.500 F2 10.12 11.14 0.313 F2 2.60 6.96 0.188 F1 1.42 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 42 - 0.6Dead-0.6Wind_Long1 57 - Dead+Collateral+F2UNB_SL_L 58 - Dead+Collateral+F2UNB_SL_L 63 - Dead+Collateral+0.45Wind_Right1+0.75F2UNB_SL_L 65 - Dead+Collateral+F2UNB_SL_R Page 222 Of 232 66 - Dead+Collateral+F2UNB_SL_R 69 - Dead+Collateral+0.45Wind_Left1+0.75F2UNB_SL_R ================================================================================ U19M0989A Frame 2 - Bearing Stiffeners 11/25/19 1:55pm ================================================================================ Stiffener Yield = 36.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 39.00 0.375 6.00 0.500 38.80 1 Rt Col 100.0 39.00 0.375 6.00 0.500 38.80 1 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 37 42.0 129.3 5 170.7 205.1 0.83 Rt Col 39 42.0 129.3 6 170.7 205.1 0.83 WELDS: ------ ---Stiff_To_Flg/EP--- -----Stiff_To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.313 F1 4.20 6.96 0.188 F1 2.20 2.78 Rt Col 0.313 F1 4.20 6.96 0.188 F1 2.20 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 37 - 0.6Dead+0.6Wind_Left1 39 - 0.6Dead+0.6Wind_Right1 ================================================================================ U19M0989A Frame 2 - Flange Braces 11/25/19 1:55pm ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 55.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A325 (2 Washers) Bolt Shear Stress = 27.00 ksi Flange Brace Force Inside flange, max of bending compression & axial LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Page 223 Of 232 Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 1 1 L2525105 1 28.94 28.50 41.9 38.20 0.500 0.500 Clip Web 2 2 1 L2525105 2 31.98 28.50 44.8 37.77 0.500 0.500 0.500 Clip Clip 4 1 L2525105 2 23.42 28.50 55.6 32.27 0.500 0.500 0.500 Clip Clip 5 1 L2525105 3 23.34 28.50 56.1 32.09 0.500 0.500 0.500 Clip Clip 6 1 L2525105 3 25.04 28.50 53.6 33.06 0.500 0.500 0.500 Clip Clip 9 1 L2525105 4 28.72 28.50 48.5 35.54 0.500 0.500 0.500 Clip Clip 11 1 L2525105 4 29.86 28.50 47.2 36.30 0.500 0.500 0.500 Clip Clip 3 1 1 L2525105 5 29.86 28.50 47.2 36.30 0.500 0.500 0.500 Clip Clip 3 1 L2525105 5 28.72 28.50 48.5 35.54 0.500 0.500 0.500 Clip Clip 6 1 L2525105 6 25.04 28.50 53.6 33.06 0.500 0.500 0.500 Clip Clip 7 1 L2525105 6 23.34 28.50 56.1 32.09 0.500 0.500 0.500 Clip Clip 8 1 L2525105 7 23.42 28.50 55.6 32.27 0.500 0.500 0.500 Clip Clip 10 1 L2525105 7 31.98 28.50 44.8 37.77 0.500 0.500 0.500 Clip Clip 4 1 1 L2525105 8 28.94 28.50 41.9 38.20 0.500 0.500 Clip Web DESIGN: ------- Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 1 1 5 1.97 0.66 0.45 0.37 0.63 2 2 65 2.02 0.67 0.46 0.38 0.35 0.38 4 65 1.26 0.41 0.29 0.24 0.26 0.24 5 65 0.66 0.21 0.15 0.12 0.13 0.12 6 69 0.28 0.09 0.06 0.05 0.06 0.05 9 42 0.31 0.10 0.07 0.06 0.06 0.06 11 42 0.25 0.08 0.06 0.05 0.04 0.05 3 1 44 0.25 0.08 0.06 0.05 0.04 0.05 3 44 0.31 0.10 0.07 0.06 0.06 0.06 6 63 0.28 0.09 0.06 0.05 0.06 0.05 7 57 0.66 0.21 0.15 0.12 0.13 0.12 8 57 1.26 0.41 0.29 0.24 0.26 0.24 10 57 2.02 0.67 0.46 0.38 0.35 0.38 4 1 6 1.97 0.66 0.45 0.37 0.63 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 42 - 0.6Dead-0.6Wind_Long1 44 - 0.6Dead-0.6Wind_Long2 57 - Dead+Collateral+F2UNB_SL_L 63 - Dead+Collateral+0.45Wind_Right1+0.75F2UNB_SL_L 65 - Dead+Collateral+F2UNB_SL_R 69 - Dead+Collateral+0.45Wind_Left1+0.75F2UNB_SL_R ================================================================================ U19M0989A Frame 2 - Web To Flange Weld 11/25/19 1:55pm ================================================================================ ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 5 46.3 41.9 913 0.250 F1 2.12 3.71 2 2 2 25 58 27.5 64.3 1686 0.250 F1 1.05 3.71 2 3 3 26 58 29.8 41.1 1066 0.188 F1 1.15 2.78 Page 224 Of 232 2 4 4 40 65 15.7 75.4 2402 0.250 F1 0.49 3.71 3 5 5 69 57 15.7 75.4 2402 0.250 F1 0.49 3.71 3 6 6 83 66 29.8 41.1 1066 0.188 F1 1.15 2.78 3 7 7 84 66 27.5 64.3 1686 0.250 F1 1.05 3.71 4 8 8 108 6 46.3 41.9 913 0.250 F1 2.12 3.71 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow 57 - Dead+Collateral+F2UNB_SL_L 58 - Dead+Collateral+F2UNB_SL_L 65 - Dead+Collateral+F2UNB_SL_R 66 - Dead+Collateral+F2UNB_SL_R ================================================================================ U19M0989A Frame 2 - Special Segments 11/25/19 1:55pm ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 8.0 0.375 8.0 0.750 Rt Col 8.0 0.375 8.0 0.750 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 5 54.4 665.3 194.5 0.313 140.2 0.375 236.9 0.82 AISC G2-1 Rt Col 6 54.4 665.3 194.5 0.313 140.2 0.375 236.9 0.82 AISC G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 39.00 34.50 11.39 0.82 Rt Col 39.00 34.50 11.39 0.82 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 6 - Dead+Collateral+Snow ================================================================================ U19M0989A Frame 2 - Design Summary 11/25/19 1:55pm ================================================================================ FRAME: ------ Id = 2 Page 225 Of 232 Type = RF Line Id = 1 Load Width= 24.00 UC Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -------- -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 17.2 8.0 19.0 39.0 0.313 0.375 0.625 11 5 0.73 11 5 0.94 11 5 1.03 59 2 2 2 16.4 8.0 36.0 22.0 0.313 0.750 0.625 12 58 0.65 12 5 0.70 12 5 0.99 71 2 3 3 15.0 8.0 22.0 28.0 0.220 0.500 0.375 26 58 0.75 39 57 1.03 26 65 0.91 90 2 4 4 15.1 8.0 28.0 30.0 0.220 0.750 0.500 40 65 0.50 44 57 0.78 45 57 0.69 84 3 5 5 15.1 8.0 30.0 28.0 0.220 0.750 0.500 69 57 0.50 65 65 0.78 64 65 0.69 84 3 6 6 15.0 8.0 28.0 22.0 0.220 0.500 0.375 83 66 0.75 70 65 1.03 83 57 0.91 90 3 7 7 16.4 8.0 22.0 36.0 0.313 0.750 0.625 97 66 0.65 97 6 0.70 97 6 0.99 71 4 8 8 17.2 8.0 39.0 19.0 0.313 0.375 0.625 98 6 0.73 98 6 0.94 98 6 1.03 59 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1 - Dead+Collateral 2 - Dead+Collateral 3 - Dead+Collateral+Live 4 - Dead+Collateral+Live 5#- Dead+Collateral+Snow 6#- Dead+Collateral+Snow 7 - Dead+Collateral+MIN_SNOW 8 - Dead+Collateral+MIN_SNOW 9 - Dead+Collateral+0.75Live 10 - Dead+Collateral+0.75Live 11 - Dead+Collateral+0.75Snow 12 - Dead+Collateral+0.75Snow 13 - Dead+0.6Wind_Left1 14 - Dead+0.6Wind_Left2 15 - Dead+0.6Wind_Right1 16 - Dead+0.6Wind_Right2 17 - Dead+0.6Wind_Long1 18 - Dead-0.6Wind_Long1 19 - Dead+0.6Wind_Long2 20 - Dead-0.6Wind_Long2 21 - Dead+Collateral+0.75Live+0.45Wind_Left1 22 - Dead+Collateral+0.75Live+0.45Wind_Left2 Page 226 Of 232 23 - Dead+Collateral+0.75Live+0.45Wind_Right1 24 - Dead+Collateral+0.75Live+0.45Wind_Right2 25 - Dead+Collateral+0.75Live+0.45Wind_Long1 26 - Dead+Collateral+0.75Live-0.45Wind_Long1 27 - Dead+Collateral+0.75Live+0.45Wind_Long2 28 - Dead+Collateral+0.75Live-0.45Wind_Long2 29 - Dead+Collateral+0.75Snow+0.45Wind_Left1 30 - Dead+Collateral+0.75Snow+0.45Wind_Left2 31 - Dead+Collateral+0.75Snow+0.45Wind_Right1 32 - Dead+Collateral+0.75Snow+0.45Wind_Right2 33 - Dead+Collateral+0.75Snow+0.45Wind_Long1 34 - Dead+Collateral+0.75Snow-0.45Wind_Long1 35 - Dead+Collateral+0.75Snow+0.45Wind_Long2 36 - Dead+Collateral+0.75Snow-0.45Wind_Long2 37 - 0.6Dead+0.6Wind_Left1 38 - 0.6Dead+0.6Wind_Left2 39 - 0.6Dead+0.6Wind_Right1 40 - 0.6Dead+0.6Wind_Right2 41 - 0.6Dead+0.6Wind_Long1 42 - 0.6Dead-0.6Wind_Long1 43 - 0.6Dead+0.6Wind_Long2 44 - 0.6Dead-0.6Wind_Long2 45 - 1.07Dead+1.07Collateral+0.7Seismic+0.4Seismic_Long 46 - 1.07Dead+1.07Collateral-0.7Seismic-0.4Seismic_Long 47 - 1.07Dead+1.07Collateral+0.7Seismic_Long 48 - 1.07Dead+1.07Collateral-0.7Seismic_Long 49 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic 50 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic 51 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic_Long 52 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic_Long 53 - 0.53Dead+0.7Seismic 54 - 0.53Dead-0.7Seismic 55 - 0.53Dead+0.21Seismic+1.35Seismic_Long 56 - 0.53Dead-0.21Seismic-1.35Seismic_Long 57#- Dead+Collateral+F2UNB_SL_L 58#- Dead+Collateral+F2UNB_SL_L 59 - Dead+Collateral+0.75F2UNB_SL_L 60 - Dead+Collateral+0.75F2UNB_SL_L 61 - Dead+Collateral+0.45Wind_Left1+0.75F2UNB_SL_L 62 - Dead+Collateral+0.45Wind_Left2+0.75F2UNB_SL_L 63 - Dead+Collateral+0.45Wind_Right1+0.75F2UNB_SL_L 64 - Dead+Collateral+0.45Wind_Right2+0.75F2UNB_SL_L 65#- Dead+Collateral+F2UNB_SL_R 66#- Dead+Collateral+F2UNB_SL_R 67 - Dead+Collateral+0.75F2UNB_SL_R 68 - Dead+Collateral+0.75F2UNB_SL_R 69 - Dead+Collateral+0.45Wind_Left1+0.75F2UNB_SL_R 70 - Dead+Collateral+0.45Wind_Left2+0.75F2UNB_SL_R 71 - Dead+Collateral+0.45Wind_Right1+0.75F2UNB_SL_R 72 - Dead+Collateral+0.45Wind_Right2+0.75F2UNB_SL_R 73 - Dead+Collateral 74 - Dead+Collateral 75 - Dead+Collateral+Live 76 - Dead+Collateral+Live 77 - Dead+Collateral+Snow 78 - Dead+Collateral+Snow 79 - Dead+Collateral+MIN_SNOW 80 - Dead+Collateral+MIN_SNOW 81 - Live 82 - Live Page 227 Of 232 83 - Snow 84 - Snow 85 - MIN_SNOW 86 - MIN_SNOW 87 - Dead+0.44Wind_Left1 88 - Dead+0.44Wind_Left2 89 - Dead+0.44Wind_Right1 90 - Dead+0.44Wind_Right2 91 - Dead+0.44Wind_Long1 92 - Dead-0.44Wind_Long1 93 - Dead+0.44Wind_Long2 94 - Dead-0.44Wind_Long2 95 - 1.07Dead+1.07Collateral+0.7Seismic 96 - 1.07Dead+1.07Collateral-0.7Seismic 97 - 1.05Dead+1.05Collateral+0.15Snow+0.52Seismic 98 - 1.05Dead+1.05Collateral+0.15Snow-0.52Seismic 99 - 0.53Dead+0.7Seismic 100 - 0.53Dead-0.7Seismic 101 - Seismic 102 - -Seismic PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 124.8 260.0 10.7 0.375 0.313 4.1 10.0 2 115.2 260.0 6.4 0.625 0.313 2.2 10.0 3 127.3 260.0 10.7 0.375 0.220 2.1 10.0 4 136.4 260.0 8.0 0.500 0.220 1.6 10.0 5 136.4 260.0 8.0 0.500 0.220 1.6 10.0 6 127.3 260.0 10.7 0.375 0.220 2.1 10.0 7 115.2 260.0 6.4 0.625 0.313 2.2 10.0 8 124.8 260.0 10.7 0.375 0.313 4.1 10.0 FRAME AREA: ---------- Frame Area= 314.34 Building Area= 2041.67 Ratio= 0.15 WEIGHTS: -------- Member 1 2 3 4 5 6 7 8 ---------- ----- ----- ----- ----- ----- ----- ----- ----- Weight (lb) 1019 1118 638 837 837 638 1118 1019 Total Weight (lb) Frame = 7222 Splice Plate = 803 Base Plate = 34 -------- 8060 REACTIONS: (Sidewall Columns) Page 228 Of 232 ------------------------------ Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 11.62 14.14 0.00 0.00 -11.62 14.11 0.00 0.00 2 11.62 14.11 0.00 0.00 -11.62 14.14 0.00 0.00 3 24.32 28.56 0.00 0.00 -24.32 28.50 0.00 0.00 4 24.32 28.50 0.00 0.00 -24.32 28.56 0.00 0.00 5 48.57 56.19 0.00 0.00 -48.57 56.07 0.00 0.00 6 48.57 56.07 0.00 0.00 -48.57 56.19 0.00 0.00 7 32.77 38.18 0.00 0.00 -32.77 38.10 0.00 0.00 8 32.77 38.10 0.00 0.00 -32.77 38.18 0.00 0.00 9 21.15 24.96 0.00 0.00 -21.15 24.90 0.00 0.00 10 21.15 24.90 0.00 0.00 -21.15 24.96 0.00 0.00 11 39.36 45.68 0.00 0.00 -39.36 45.58 0.00 0.00 12 39.36 45.58 0.00 0.00 -39.36 45.68 0.00 0.00 13 -10.91 -11.51 0.00 0.00 5.08 -5.89 0.00 0.00 14 -6.29 -4.92 0.00 0.00 0.47 0.70 0.00 0.00 15 -5.08 -5.89 0.00 0.00 10.91 -11.51 0.00 0.00 16 -0.47 0.70 0.00 0.00 6.29 -4.92 0.00 0.00 17 -6.28 -15.38 5.74 0.00 7.05 -10.95 5.74 0.00 18 -6.11 -7.24 0.00 0.00 6.88 -2.82 0.00 0.00 19 -7.05 -10.95 5.74 0.00 6.28 -15.38 5.74 0.00 20 -6.88 -2.82 0.00 0.00 6.11 -7.24 0.00 0.00 21 8.26 10.22 0.00 0.00 -12.63 14.43 0.00 0.00 22 11.72 15.16 0.00 0.00 -16.09 19.37 0.00 0.00 23 12.63 14.43 0.00 0.00 -8.26 10.22 0.00 0.00 24 16.09 19.37 0.00 0.00 -11.72 15.16 0.00 0.00 25 11.73 7.33 4.30 0.00 -11.16 10.62 4.30 0.00 26 11.86 13.43 0.00 0.00 -11.28 16.72 0.00 0.00 27 11.16 10.62 4.30 0.00 -11.73 7.33 4.30 0.00 28 11.28 16.72 0.00 0.00 -11.86 13.43 0.00 0.00 29 26.51 30.92 0.00 0.00 -30.88 35.13 0.00 0.00 30 29.95 35.86 0.00 0.00 -34.32 40.07 0.00 0.00 31 30.88 35.13 0.00 0.00 -26.51 30.92 0.00 0.00 32 34.32 40.07 0.00 0.00 -29.95 35.86 0.00 0.00 33 29.98 28.04 4.30 0.00 -29.41 31.31 4.30 0.00 34 30.10 34.15 0.00 0.00 -29.53 37.41 0.00 0.00 35 29.41 31.31 4.30 0.00 -29.98 28.04 4.30 0.00 36 29.53 37.41 0.00 0.00 -30.10 34.15 0.00 0.00 37 -13.44 -14.75 0.00 0.00 7.61 -9.13 0.00 0.00 38 -8.82 -8.16 0.00 0.00 2.99 -2.54 0.00 0.00 39 -7.61 -9.13 0.00 0.00 13.44 -14.75 0.00 0.00 40 -2.99 -2.54 0.00 0.00 8.82 -8.16 0.00 0.00 41 -8.81 -18.62 5.74 0.00 9.57 -14.19 5.74 0.00 42 -8.64 -10.48 0.00 0.00 9.40 -6.06 0.00 0.00 43 -9.57 -14.19 5.74 0.00 8.81 -18.62 5.74 0.00 44 -9.40 -6.06 0.00 0.00 8.64 -10.48 0.00 0.00 45 8.98 5.29 12.24 0.00 -15.88 7.58 12.24 0.00 46 16.23 24.95 0.00 0.00 -9.33 22.64 0.00 0.00 47 12.43 -0.07 21.43 0.00 -12.43 -0.07 21.43 0.00 48 13.05 30.31 0.00 0.00 -13.05 30.31 0.00 0.00 49 15.19 20.28 0.00 0.00 -20.32 21.99 0.00 0.00 50 20.32 21.99 0.00 0.00 -15.19 20.28 0.00 0.00 51 17.76 9.85 15.92 0.00 -17.76 9.85 15.92 0.00 52 18.21 32.42 0.00 0.00 -18.21 32.42 0.00 0.00 53 -0.11 3.17 0.00 0.00 -6.79 5.43 0.00 0.00 54 6.79 5.43 0.00 0.00 0.11 3.17 0.00 0.00 55 2.31 -25.34 41.32 0.00 -4.38 -24.66 41.32 0.00 Page 229 Of 232 56 5.58 33.94 0.00 0.00 -3.51 33.24 0.00 0.00 57 42.41 55.74 0.00 0.00 -42.54 38.10 0.00 0.00 58 42.36 55.84 0.00 0.00 -42.49 38.01 0.00 0.00 59 34.71 45.36 0.00 0.00 -34.81 32.09 0.00 0.00 60 34.67 45.44 0.00 0.00 -34.77 32.01 0.00 0.00 61 21.82 30.72 0.00 0.00 -26.29 21.52 0.00 0.00 62 25.26 35.65 0.00 0.00 -29.73 26.48 0.00 0.00 63 26.22 34.93 0.00 0.00 -21.95 17.31 0.00 0.00 64 29.66 39.86 0.00 0.00 -25.39 22.26 0.00 0.00 65 42.54 38.10 0.00 0.00 -42.41 55.74 0.00 0.00 66 42.49 38.01 0.00 0.00 -42.36 55.84 0.00 0.00 67 34.81 32.09 0.00 0.00 -34.71 45.36 0.00 0.00 68 34.77 32.01 0.00 0.00 -34.67 45.44 0.00 0.00 69 21.95 17.31 0.00 0.00 -26.22 34.93 0.00 0.00 70 25.39 22.26 0.00 0.00 -29.66 39.86 0.00 0.00 71 26.29 21.52 0.00 0.00 -21.82 30.72 0.00 0.00 72 29.73 26.48 0.00 0.00 -25.26 35.65 0.00 0.00 DEFLECTIONS : ------------------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 -0.10 0.09 -1.20 74 -0.09 0.10 -1.20 75 -0.21 0.19 -2.53 76 -0.19 0.21 -2.53 77 -0.43 0.38 -5.06 78 -0.38 0.43 -5.06 79 -0.29 0.26 -3.41 80 -0.26 0.29 -3.41 81 -0.11 0.10 -1.32 82 -0.10 0.11 -1.32 83 -0.32 0.29 -3.86 84 -0.29 0.32 -3.86 85 -0.19 0.17 -2.20 86 -0.17 0.19 -2.20 87 0.01 -0.05 0.46 88 -0.02 -0.02 0.07 89 0.05 -0.01 0.46 90 0.02 0.02 0.07 91 -0.16 -0.23 0.54 92 -0.16 -0.23 0.54 93 0.23 0.16 0.54 94 0.23 0.16 0.54 95 0.32 0.53 -1.34 96 -0.53 -0.32 -1.34 97 0.17 0.46 -1.86 98 -0.46 -0.17 -1.86 99 0.39 0.44 -0.46 100 -0.44 -0.39 -0.46 101 0.59 0.59 -0.20 102 -0.59 -0.59 -0.20 DEFLECTIONS RATIO: ------------------------------ Page 230 Of 232 Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 73 2024 2267 996 74 2267 2024 996 75 966 1077 475 76 1077 966 475 77 482 537 237 78 537 482 237 79 716 798 352 80 798 716 352 81 1851 2056 908 82 2056 1851 908 83 634 704 311 84 704 634 311 85 1110 1233 544 86 1233 1110 544 87 13807 3878 2597 88 12173 9652 16574 89 3878 13807 2597 90 9652 12173 16574 91 1274 901 2233 92 1271 897 2229 93 901 1274 2233 94 897 1271 2229 95 643 391 895 96 391 643 895 97 1217 443 643 98 443 1217 643 99 528 462 2605 100 462 528 2605 101 347 347 6057 102 347 347 6057 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -3.85 311. 180. Horizontal Drift 77 -0.43 483. 60. Horizontal Total 101 0.59 347. 40. Horizontal Spring Constant= 16.63 k/in P-DELTA:(Direct Analysis) --------------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0497 Right 0.0497 MAXIMUM DRIFT CHECK: Page 231 Of 232 Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 1 0.10 0.10 1.06 ENDWALL VERTICAL DEFLECTION: Column --Vertical_Down(in)- ---Vertical_Up(in)-- Locate Use Load Deflect Limit Load Deflect Limit ------- ------ ---- ------- ----- ---- ------- ----- 25.00 Column 78 2.89 0.00 92 0.46 0.00 50.00 Column 77 5.06 0.00 94 0.46 0.00 75.00 Column 77 2.89 0.00 94 0.46 0.00 ================================================================================ U19M0989A Frame 2 - Flange Hole Check 11/25/19 1:55pm ================================================================================ (a)FuAfn/YtFyAfg - If < 1, tension rupture calcs are implemented LOAD COMBINATIONS: ------------------ ================================================================================ U19M0989A Frame 2 - Rigid Frame Clearances 11/25/19 1:55pm ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 14'08-08" 4'00-00" 14'08-08" Right 14'08-08" 96'00-00" 14'08-08" Midspan 19'00-10" 50'00-00" 19'00-10" HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 92'00-02" 3'11-15" 96'00-01" ================================================================================ U19M0989A Frame 2 - Weight Summary 11/25/19 1:55pm ================================================================================ Total Weight (lb) Frame = 7222 Splice Plate = 803 Base Plate = 34 -------- 8060 ================================================================================ U19M0989A Frame 2 - Warning Summary 11/25/19 1:55pm ================================================================================ .. No Warnings Page 232 Of 232