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HomeMy WebLinkAboutSTRUCTURAL CALCULATIONS - 20-00363 - BYUI Manwaring - RemodelStructural Calculations for: BYUI Career Center - Manwaring 2020 May Project Number 20006 05/19/2020 Project Number: 20006 Project Name: BYUI Career Center - Manwaring Engineer: DLB Date: 2020 May Project Information Architectural Firm / Client: FFKR Contacts: Jackson Ferguson, Tyler Smith Project Address: Rexburg, ID Code (IBC unless noted otherwise): 2018 Engineer Notes:Scope of project is to build a storage mezzanine in the current BYUI Manwary center. This will help with the creation of a Career Center. The building had an addition previously that was modeled in Ram Structural System. That model was used and a mezzanine added. A storage live load of 125psf was used. A single additional column was added. It lands on an existing girder. Therefore, the new framing, new column, exsting girder and existing columns were checked using Ram Structural System. Project Number: 20006 Project Name: BYUI Career Center - Manwaring Engineer: DLB Date: 2020 May Project Loading ID DL LL Seismic Roof Roofing 3 Roof LL 20 Roofing 3 Deck 2 Deck 2 Joist 3 Roof SL 40 Joist 3 Insulation 1 Insulation 1 Mechanical 2 Mechanical 2 Ceiling 5 Ceiling 5 Misc. 3 Misc. 3 Partition 8 Partition 8 Equipment 3 Equipment 3 30 Controlling 40 30 Total Load 70 Floor1 DL LL Seismic Flooring/Concrete 48 LL 125 Flooring/Concrete 48 Deck 0 Deck 0 Joist 4 Roof SL 0 Joist 4 Mechanical 3 Mechanical 3 Ceiling 5 Ceiling 5 Misc. Misc. 0 Partition 10 ?? Partition EQ ?? Equipment 40 70 Controlling 125 100 Total Load 195 Floor2 DL LL Seismic Flooring/Concrete Roof LL Flooring/Concrete 0 Deck Deck 0 Joist Roof SL Joist 0 Mechanical Mechanical 0 Ceiling Ceiling 0 Misc. Misc. 0 Partition ?? Partition EQ ?? Equipment 0 Controlling 00 Total Load 0 Floor3 DL LL Seismic Flooring/Concrete Roof LL Flooring/Concrete 0 Deck Deck 0 Joist Roof SL Joist 0 Mechanical Mechanical 0 Ceiling Ceiling 0 Misc. Misc. 0 Partition ?? Partition EQ ?? Equipment 0 Controlling 00 Total Load 0 Project Number: 20006 Project Name: BYUI Career Center - Manwaring Engineer: DLB Date: 2020 May Snow Loading Groung Snow Load Reference: 2015 Idaho Ground Snow Load Map Provide screen shot of map below: Groung Snow Load, pg = 51 psf Exposue: B Importane Factor, Ig = 1.10 Ce = 1.00 Ct = 1.00 pf = 39.27 psf Project Number: 20006 Project Name: BYUI Career Center - Manwaring Engineer: DLB Date: 2020 May Snow Unbalanced beg norm beg sli End Pf 39.27 warm 30 5 70 Ct 1.00 Ct 1.1 37.5 10 70 gama 20.63 Ct 1.2 45 15 70 Used 30 5 70 Cs 1 0 W S / NS Pitch S Angle Beg Angle End Angle hd Cs Ps Pub1 Lub1 Sliding Sliding L Snow Drift Pg 51.00 Pf 39.27 (P)rojection lu ll ht lu used hdl hdw hp hb hc hd Drift W Delta/ft Project Number: 20006 Project Name: BYUI Career Center - Manwaring Engineer: DLB Date: 2020 May Deflection Criteria ROOF Steel DL L/240 LL L/360 TL L/240 Concrete DL L/240 LL L/360 TL L/240 Wood DL L/240 LL L/360 TL L/240 Floor Steel DL L/360 Beams with Veneer L/600, Otherwise Chart Below LL L/360 TL L/240 Concrete DL L/360 LL L/360 TL L/240 Wood DL L/360 LL L/360 TL L/240 Wall WL L/240 Veneer and masonry L/600, Otherwise Chart Below EQ L/180 Project Number: 20006 Project Name: BYUI Career Center - Manwaring Engineer: DLB Date: 2020 May Vertical Deck Design: 5.25" Lt. Wt. Concrete on Metal Deck "W2" Deck 2.0" Typical spans from 9ft To 12ft LL or SL Min of Stress Min of ID Deck Max. Min. #DL Including Drift TL or L/360 Stress or Gage Span (t) of Spans psf psf psf D+(LL or SL) D+(LL or SL)Check F1 20 10 3 80 125 205 259 0.792 OK 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 Manual input for non-3 span conditions Roof B226.51303060 85 0.706 OK Roof B226.51303060 85 0.706 OK 0 0 0 Lookup Charts Limited by L/360 Gage IndeSpan IndexIndex Deck Gage Span Stress L/240 L/180 F1 2 3 10 1 B 22 9 275.0 0 Error 1 #VALUE! 2 B 22 9.5 245.0 0.0 0.0 0 Error 1 #VALUE! 3 B 22 10 215.0 0 Error 1 #VALUE! 4 B 22 10.5 192.5 0.0 0.0 0 Error 1 #VALUE! 5 B 22 11 170.0 0 Error 1 #VALUE! 6 B 22 11.5 153.0 0.0 0.0 0 Error 1 #VALUE! 7 B 22 12 136.0 0 Error 1 #VALUE! 8 B 20 9 329.0 0 Error 1 #VALUE! 9 B 20 9.5 294.0 0 Error 1 #VALUE! 10 B 20 10 259.0 0 Error 1 #VALUE! 11 B 20 10.5 233.0 12 B 20 11 207.0 13 B 20 11.5 187.0 14 B 20 12 167.0 15 B 18 9 424.0 16 B 18 9.5 380.0 17 B 18 10 336.0 18 B 18 10.5 303.0 19 B 18 11 270.0 20 B 18 11.5 239.0 18 12 208.0 16 9 522.0 16 9.5 458.5 16 10 395.0 16 10.5 345.5 16 11 296.0 16 11.5 262.0 16 12 228.0 Allowables Unity Floor Map RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: 3rd Beam Numbers 2 3 4 5 6 7 8 9 10 12 13 15 H G F E D B 12 3 13 12 2 12 1 134 33 9 4 18 3 16 7 17 8 18 4 18 5 16 8 17 9 18 6 136 10 5 18 7 16 9 18 0 18 8 18 9 14 17 0 18 1 19 0 19 1 17 1 18 2 19 2 13 0 220 42 221 17 2 22 2 219 238 15 21 7 218 17 3 21 4 23 4 2 41 17 4 22 8 138205 229 2 4 0 23 9 17 5 21 1 20 7 97 17 6 21 2 20 8 17 7 21 3 20 9 12 7 19 3 Floor Map RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: 3rd Beam Designs 2 3 4 5 6 7 8 9 10 12 13 15 H G F E D B W1 2 x 1 9 ( 1 4 ) 20 k 20 k W24x55 (39)36k 41k W8 x 1 0 ( 6 ) 8k 8k W21x44 (34)38k 64k W2 7 x 8 4 22 k 20 k W21x44 (35)38k 57k W24x6829k 33k W1 6 x 3 1 13 k 11 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W1 4 x 2 2 ( 1 0 ) 21 k 21 k W1 6 x 3 1 13 k 11 k W1 6 x 3 1 13 k 11 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W1 4 x 2 2 ( 1 0 ) 21 k 21 k W1 6 x 3 1 13 k 11 k W24x55 (82)59k 76k W24x62 (68)65k 72k W1 6 x 3 1 14 k 11 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W1 4 x 2 2 ( 1 0 ) 21 k 21 k W1 8 x 3 5 14 k 12 k W1 8 x 3 5 14 k 13 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W1 4 x 2 2 ( 1 0 ) 21 k 21 k W1 8 x 3 5 15 k 15 k W1 8 x 4 0 17 k 17 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W1 0 x 1 2 ( 1 8 ) c = 3 / 4 " 13 k 13 k W1 8 x 3 5 12 k 12 k W2 1 x 4 4 17 k 17 k W8x101k1k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W8 x 1 0 1k 1k W8x100k0k W18x40 (42)40k 36k W1 2 x 1 4 ( 1 0 ) 16 k 6k W8x10 (10)11k 5k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W8 x 1 0 1k 1k W1 2 x 1 4 ( 1 0 ) 15 k 15 k W8 x 1 0 0k 0 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W2 4 x 6 8 69 k 79 k W24x55 (62) c=3/4"39k 38kW24x55 (30)42k 33k W24x68 (30)74k 31k W 8 x 1 0 0 k0 k W8 x 1 5 ( 8 ) 11 k 15 k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W8 x 1 0 1k 1k W1 2 x 1 9 ( 2 0 ) 18 k 18 k W16x31 (35)32k 22k W1 6 x 3 1 ( 1 6 ) 26 k 26 k W8 x 1 0 1k 1k W1 2 x 1 9 ( 2 0 ) 21 k 21 k W1 6 x 2 6 ( 3 6 ) 26 k 26 k W8 x 1 0 1k 1k W1 2 x 1 9 ( 2 0 ) 20 k 20 k W1 2 x 1 9 ( 1 6 ) 43 k 13 k Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. STEEL BEAM DESIGN SUMMARY: DEMAND/CAPACITY LIMIT FOR STRENGTH : 1.000 Floor Type: Roof Bm # Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi 9 22.67 107.3 0.0 93.0 50.0 W21X48 10 29.00 179.3 0.0 213.0 50.0 W27X84 13 37.17 186.0 0.0 93.0 50.0 W21X48 15 29.00 116.6 0.0 57.6 50.0 W18X35 18 19.54 3.9 0.0 7.8 50.0 W8X10 30 30.00 165.1 0.0 68.4 50.0 W18X40 41 29.00 439.0 0.0 359.0 50.0 W33X118 42 30.00 382.1 0.0 329.0 50.0 W30X116 95 39.08 400.3 0.0 600.0 50.0 W40X167 97 24.42 80.0 0.0 38.4 50.0 W16X26 98 19.54 3.9 0.0 7.8 50.0 W8X10 99 29.00 398.3 0.0 154.0 50.0 W24X68 100 30.00 437.6 0.0 176.0 50.0 W24X76 120 38.92 396.8 0.0 600.0 50.0 W40X167 122 8.38 8.9 0.0 7.8 50.0 W8X10 123 20.00 51.4 0.0 29.0 50.0 W14X22 124 30.00 165.1 0.0 68.4 50.0 W18X40 125 20.00 68.2 0.0 38.4 50.0 W16X26 126 21.63 223.1 0.0 93.0 50.0 W21X48 138 38.92 218.6 0.0 93.0 50.0 W21X48 157 29.00 187.5 0.0 72.7 50.0 W16X45 158 22.67 115.6 0.0 57.6 50.0 W18X35 Floor Type: 3rd Bm # Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi 4 22.67 190.9 0.0 154.0 50.0 W24X68 9 22.67 312.8 0.0 117.6 50.0 W21X44 35 10 29.00 516.1 0.0 192.2 50.0 W24X62 68 13 37.17 443.9 0.0 162.1 50.0 W24X55 39 15 29.00 291.1 0.0 106.2 50.0 W18X40 42 33 30.00 152.7 0.0 213.0 50.0 W27X84 42 30.00 126.0 0.0 81.6 50.0 W21X44 97 24.42 204.2 0.0 74.9 50.0 W16X31 35 122 8.38 16.9 0.0 14.1 50.0 W8X10 6 123 20.00 96.6 0.0 35.3 50.0 W12X19 14 134 22.67 332.1 0.0 120.8 50.0 W21X44 34 136 29.00 503.7 0.0 183.4 50.0 W24X55 82 138 38.92 485.9 0.0 177.6 50.0 W24X55 62 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Bm # Length +M -M Seff Fy Beam Size Studs 167 28.38 184.2 0.0 67.7 50.0 W16X31 16 168 28.38 184.2 0.0 67.7 50.0 W16X31 16 169 28.38 184.2 0.0 67.7 50.0 W16X31 16 170 28.38 184.2 0.0 67.7 50.0 W16X31 16 171 28.38 184.2 0.0 67.7 50.0 W16X31 16 172 28.38 184.2 0.0 67.7 50.0 W16X31 16 173 28.38 184.2 0.0 67.7 50.0 W16X31 16 174 28.38 184.2 0.0 67.7 50.0 W16X31 16 175 28.38 184.2 0.0 67.7 50.0 W16X31 16 176 28.38 184.2 0.0 67.7 50.0 W16X31 16 177 28.38 180.8 0.0 69.8 50.0 W16X26 36 178 21.63 113.2 0.0 42.5 50.0 W14X22 10 179 21.63 113.2 0.0 42.5 50.0 W14X22 10 180 21.63 113.2 0.0 42.5 50.0 W14X22 10 181 21.63 113.2 0.0 42.5 50.0 W14X22 10 182 21.63 67.2 0.0 24.8 50.0 W10X12 18 183 30.00 85.0 0.0 47.2 50.0 W16X31 184 30.00 85.0 0.0 47.2 50.0 W16X31 185 30.00 85.0 0.0 47.2 50.0 W16X31 186 30.00 84.9 0.0 47.2 50.0 W16X31 187 30.00 85.6 0.0 47.2 50.0 W16X31 188 30.00 89.9 0.0 57.6 50.0 W18X35 189 30.00 97.9 0.0 57.6 50.0 W18X35 190 30.00 109.1 0.0 57.6 50.0 W18X35 191 30.00 122.6 0.0 68.4 50.0 W18X40 192 30.00 89.7 0.0 57.6 50.0 W18X35 193 21.63 78.8 0.0 34.4 50.0 W12X19 u 16 205 38.92 414.8 0.0 158.2 50.0 W24X55 u 30 207 20.62 90.9 0.0 39.5 50.0 W12X19 u 20 208 20.63 104.7 0.0 39.5 50.0 W12X19 u 20 209 20.63 102.5 0.0 39.5 50.0 W12X19 u 20 211 1.00 0.2 0.0 7.8 50.0 W8X10 212 1.00 0.2 0.0 7.8 50.0 W8X10 213 1.00 0.2 0.0 7.8 50.0 W8X10 214 1.00 0.2 0.0 7.8 50.0 W8X10 217 21.63 34.3 0.0 25.4 50.0 W12X14 u 10 218 13.85 40.9 0.0 16.4 50.0 W8X10 10 221 10.00 0.1 0.0 7.8 50.0 W8X10 222 21.63 0.7 0.0 7.8 50.0 W8X10 228 24.63 244.2 0.0 154.0 50.0 W24X68 u 229 13.85 0.0 -237.0 38.92 375.1 -237.0 195.0 50.0 W24X68 u 30 234 20.63 72.6 0.0 26.5 50.0 W12X14 10 238 5.15 0.0 0.0 7.8 50.0 W8X10 239 20.63 55.3 -12.5 21.6 50.0 W8X15 8 Page 2/8 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Bm # Length +M -M Seff Fy Beam Size Studs 6.75 0.0 -12.5 240 4.25 0.0 0.0 7.8 50.0 W8X10 241 4.24 0.0 0.0 7.8 50.0 W8X10 Floor Type: 2nd Bm # Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi 4 22.67 133.5 0.0 52.9 50.0 W16X26 12 6 29.00 159.0 0.0 77.6 50.0 W18X35 u 16 9 22.67 105.2 0.0 40.9 50.0 W14X22 10 10 29.00 165.6 0.0 60.4 50.0 W16X26 26 13 37.17 442.1 0.0 161.7 50.0 W24X55 52 15 29.00 414.9 0.0 151.2 50.0 W24X55 26 18 19.54 42.5 0.0 15.6 50.0 W8X10 10 19 22.67 137.9 0.0 51.7 50.0 W16X26 12 20 29.00 261.1 0.0 95.5 50.0 W18X40 32 30 30.00 299.2 0.0 132.6 50.0 W21X50 38 32 29.00 361.2 0.0 143.7 50.0 W21X50 83 33 30.00 285.4 0.0 106.5 50.0 W18X40 68 39 30.00 628.2 0.0 238.8 50.0 W24X84 u 42 40 29.00 445.7 0.0 223.8 50.0 W24X76 u 38 41 29.00 613.8 0.0 493.2 50.0 W33X130 u 44 42 30.00 409.6 0.0 224.1 50.0 W24X76 u 38 47 30.00 367.3 0.0 169.8 50.0 W24X55 53 48 29.00 599.0 0.0 338.6 50.0 W27X94 140 73 29.00 161.2 0.0 77.6 50.0 W18X35 u 16 74 29.00 160.3 0.0 58.7 50.0 W16X26 22 75 22.67 101.8 0.0 40.9 50.0 W14X22 10 76 29.00 161.2 0.0 77.6 50.0 W18X35 u 16 77 29.00 160.3 0.0 58.7 50.0 W16X26 22 78 22.67 101.8 0.0 40.9 50.0 W14X22 10 79 29.00 156.8 0.0 77.6 50.0 W18X35 u 16 80 29.00 300.3 0.0 110.2 50.0 W18X40 53 81 22.67 152.3 0.0 56.1 50.0 W16X26 18 82 29.00 156.8 0.0 77.6 50.0 W18X35 u 16 83 29.00 300.3 0.0 110.2 50.0 W18X40 53 84 22.67 149.0 0.0 55.1 50.0 W16X26 16 89 38.92 277.3 0.0 148.8 50.0 W24X55 u 24 90 39.08 276.7 0.0 101.5 50.0 W18X40 38 91 38.92 290.5 0.0 148.8 50.0 W24X55 u 24 92 39.08 290.0 0.0 105.6 50.0 W18X40 45 95 39.08 494.3 0.0 179.9 50.0 W24X62 43 97 24.42 66.8 0.0 31.5 50.0 W12X16 20 98 19.54 42.5 0.0 15.6 50.0 W8X10 10 99 29.00 503.8 0.0 267.8 50.0 W24X84 u 80 Page 3/8 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Bm # Length +M -M Seff Fy Beam Size Studs 100 30.00 536.5 0.0 276.1 50.0 W24X84 u 98 104 38.92 273.5 0.0 148.8 50.0 W24X55 u 24 105 38.92 273.5 0.0 148.8 50.0 W24X55 u 24 106 38.92 281.2 0.0 148.8 50.0 W24X55 u 24 107 38.92 281.2 0.0 148.8 50.0 W24X55 u 24 112 39.08 272.8 0.0 99.7 50.0 W18X40 34 113 39.08 272.8 0.0 99.7 50.0 W18X40 34 114 39.08 280.6 0.0 102.9 50.0 W18X40 40 115 39.08 280.6 0.0 102.9 50.0 W18X40 40 120 38.92 490.2 0.0 179.9 50.0 W24X62 42 122 8.38 8.2 0.0 13.0 50.0 W8X10 4 123 20.00 139.2 0.0 51.9 50.0 W16X26 10 124 30.00 307.6 0.0 126.0 50.0 W21X50 35 125 20.00 164.8 0.0 60.1 50.0 W16X26 26 126 21.63 335.8 0.0 164.0 50.0 W24X62 u 20 127 28.38 489.9 0.0 208.9 50.0 W24X68 73 128 21.63 260.6 0.0 144.9 50.0 W24X55 u 18 129 28.38 432.0 0.0 185.0 50.0 W24X62 67 131 28.38 374.5 0.0 157.3 50.0 W24X55 46 132 21.63 233.1 0.0 85.3 50.0 W18X35 26 133 28.38 338.3 0.0 123.5 50.0 W21X50 25 134 22.67 98.5 0.0 40.9 50.0 W14X22 10 135 22.67 95.1 0.0 40.9 50.0 W14X22 10 136 29.00 154.9 0.0 65.0 50.0 W16X26 34 138 38.92 269.0 0.0 98.5 50.0 W18X40 u 32 139 39.08 271.1 0.0 99.4 50.0 W18X40 34 140 29.00 149.5 0.0 61.3 50.0 W16X26 28 141 29.00 149.5 0.0 61.3 50.0 W16X26 28 142 38.92 258.6 0.0 94.5 50.0 W18X35 46 143 39.08 260.7 0.0 95.6 50.0 W18X35 48 145 22.67 101.8 0.0 40.9 50.0 W14X22 10 146 29.00 160.3 0.0 58.7 50.0 W16X26 22 147 29.00 160.3 0.0 58.7 50.0 W16X26 22 148 38.92 278.3 0.0 101.5 50.0 W18X40 38 149 39.08 280.6 0.0 102.9 50.0 W18X40 40 150 38.92 299.8 0.0 148.8 50.0 W24X55 u 24 151 39.08 299.3 0.0 109.3 50.0 W18X40 50 152 29.00 170.9 0.0 62.6 50.0 W16X26 30 153 22.67 108.5 0.0 40.9 50.0 W14X22 10 154 21.63 95.9 0.0 40.1 50.0 W14X22 8 155 19.00 78.7 0.0 40.6 50.0 W14X22 u 10 156 10.00 11.3 0.0 35.5 50.0 W12X22 u 8 157 19.00 76.1 0.0 40.6 50.0 W14X22 u 10 158 10.00 9.5 0.0 13.3 50.0 W8X10 6 159 19.00 71.1 0.0 88.7 50.0 W18X40 u 18 Page 4/8 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Floor Type: 1st Bm # Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi 4 22.67 100.5 0.0 40.9 50.0 W14X22 10 5 29.00 158.1 0.0 57.7 50.0 W16X26 20 6 29.00 158.1 0.0 57.7 50.0 W16X26 20 9 22.67 105.2 0.0 40.9 50.0 W14X22 10 10 29.00 165.6 0.0 60.4 50.0 W16X26 26 13 37.17 442.1 0.0 161.7 50.0 W24X55 52 15 29.00 289.2 0.0 151.4 50.0 W24X62 10 19 22.67 110.2 0.0 41.0 50.0 W14X22 12 20 29.00 181.3 0.0 66.7 50.0 W16X31 22 32 29.00 267.8 0.0 106.2 50.0 W18X40 68 33 30.00 285.4 0.0 106.5 50.0 W18X40 68 39 30.00 485.8 0.0 209.5 50.0 W24X68 53 40 29.00 454.7 0.0 200.9 50.0 W24X62 110 41 29.00 381.2 0.0 178.8 50.0 W24X55 89 42 30.00 405.9 0.0 169.8 50.0 W24X55 53 47 30.00 367.3 0.0 169.8 50.0 W24X55 53 48 29.00 344.4 0.0 149.6 50.0 W21X50 83 73 29.00 160.3 0.0 58.7 50.0 W16X26 22 74 29.00 160.3 0.0 58.7 50.0 W16X26 22 75 22.67 101.8 0.0 40.9 50.0 W14X22 10 76 29.00 160.3 0.0 58.7 50.0 W16X26 22 77 29.00 160.3 0.0 58.7 50.0 W16X26 22 78 22.67 101.8 0.0 40.9 50.0 W14X22 10 79 29.00 155.9 0.0 65.0 50.0 W16X26 34 80 29.00 155.9 0.0 65.0 50.0 W16X26 34 81 22.67 99.1 0.0 40.9 50.0 W14X22 10 82 29.00 155.9 0.0 65.0 50.0 W16X26 34 83 29.00 155.9 0.0 65.0 50.0 W16X26 34 84 22.67 99.1 0.0 40.9 50.0 W14X22 10 97 24.42 66.8 0.0 31.5 50.0 W12X16 20 120 38.92 490.2 0.0 179.9 50.0 W24X62 42 122 8.38 8.2 0.0 13.0 50.0 W8X10 4 123 20.00 139.2 0.0 51.9 50.0 W16X26 10 128 21.63 267.9 0.0 97.8 50.0 W18X40 28 131 28.38 364.0 0.0 172.6 50.0 W24X55 87 132 21.63 233.1 0.0 85.3 50.0 W18X35 26 133 28.38 338.3 0.0 123.5 50.0 W21X50 25 134 22.67 98.5 0.0 40.9 50.0 W14X22 10 135 22.67 95.1 0.0 40.9 50.0 W14X22 10 136 29.00 154.9 0.0 65.0 50.0 W16X26 34 138 38.92 403.7 0.0 167.5 50.0 W24X55 65 140 29.00 149.5 0.0 61.3 50.0 W16X26 28 Page 5/8 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Bm # Length +M -M Seff Fy Beam Size Studs 145 22.67 101.8 0.0 40.9 50.0 W14X22 10 146 29.00 160.3 0.0 58.7 50.0 W16X26 22 152 29.00 170.9 0.0 62.6 50.0 W16X26 30 153 22.67 108.5 0.0 40.9 50.0 W14X22 10 154 21.63 95.6 0.0 40.1 50.0 W14X22 8 155 19.00 78.4 0.0 28.7 50.0 W12X16 12 156 28.38 386.2 0.0 171.5 50.0 W24X55 87 157 35.00 212.0 0.0 78.0 50.0 W16X31 40 164 35.00 142.3 0.0 52.6 50.0 W16X26 12 166 10.00 1.1 0.0 13.2 50.0 W8X10 4 167 41.50 304.9 0.0 111.1 50.0 W18X40 55 168 41.50 304.9 0.0 111.1 50.0 W18X40 55 169 38.92 274.5 0.0 100.6 50.0 W18X40 36 170 41.50 314.5 0.0 115.3 50.0 W21X44 30 171 41.50 314.5 0.0 115.3 50.0 W21X44 30 172 38.92 287.7 0.0 105.6 50.0 W18X40 44 173 41.50 335.5 0.0 122.3 50.0 W21X44 43 174 35.50 217.6 0.0 79.2 50.0 W16X31 43 175 35.50 234.0 0.0 85.7 50.0 W18X35 30 176 19.00 76.1 0.0 40.6 50.0 W14X22 u 10 177 10.00 11.1 0.0 13.3 50.0 W8X10 6 178 19.00 69.9 0.0 26.0 50.0 W12X14 12 180 10.00 9.5 0.0 13.3 50.0 W8X10 6 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. Page 6/8 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. JOIST SELECTION SUMMARY: DEMAND/CAPACITY LIMIT FOR STRENGTH : 1.000 Floor Type: Roof Standard Joists: Joist # Length WDL WLL WTL Joist 159 39.08 180.0 246.0 426.0 28K10 160 39.08 180.0 246.0 426.0 28K10 161 39.08 180.0 246.0 426.0 28K10 162 39.08 180.0 246.0 426.0 28K10 163 39.08 180.0 246.0 426.0 28K10 164 39.08 180.0 246.0 426.0 28K10 165 39.08 180.0 246.0 426.0 28K10 166 39.08 180.0 246.0 426.0 28K10 167 39.08 180.0 246.0 426.0 28K10 168 39.08 180.0 246.0 426.0 28K10 169 39.08 180.0 246.0 426.0 28K10 170 39.08 180.0 246.0 426.0 28K10 171 39.08 180.0 246.0 426.0 28K10 172 39.08 180.0 246.0 426.0 28K10 173 39.08 180.0 246.0 426.0 28K10 174 39.08 180.0 246.0 426.0 28K10 175 39.08 180.0 246.0 426.0 28K10 176 39.08 105.0 143.5 248.5 26K6 177 67.92 180.0 246.0 426.0 52DLH11 178 67.92 180.0 246.0 426.0 52DLH11 179 67.92 180.0 246.0 426.0 52DLH11 180 67.92 180.0 246.0 426.0 52DLH11 181 67.92 180.0 246.0 426.0 52DLH11 182 67.92 180.0 246.0 426.0 52DLH11 183 67.92 180.0 246.0 426.0 52DLH11 184 67.92 180.0 246.0 426.0 52DLH11 185 67.92 180.0 246.0 426.0 52DLH11 186 67.92 180.0 246.0 426.0 52DLH11 187 67.92 180.0 246.0 426.0 52DLH11 188 67.92 180.0 246.0 426.0 52DLH11 189 67.92 129.4 176.8 306.2 44LH10 190 21.63 180.0 246.0 426.0 20K3 191 21.63 180.0 246.0 426.0 20K3 192 21.63 180.0 246.0 426.0 20K3 193 21.63 180.0 246.0 426.0 20K3 194 21.63 180.0 246.0 426.0 20K3 195 21.63 180.0 246.0 426.0 20K3 196 21.63 180.0 246.0 426.0 20K3 197 21.63 145.0 198.2 343.2 16K3 Page 7/8 Beam Summary RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 10:46:37 Building Code: IBC Steel Code: ASD 9th Ed. Joist # Length WDL WLL WTL Joist 198 28.38 180.0 246.0 426.0 26K5 199 28.38 180.0 246.0 426.0 26K5 200 28.38 180.0 246.0 426.0 26K5 201 28.38 180.0 246.0 426.0 26K5 202 28.38 180.0 246.0 426.0 26K5 203 28.38 180.0 246.0 426.0 26K5 204 28.38 180.0 246.0 426.0 26K5 205 28.38 145.0 198.2 343.2 20K5 206 28.38 180.0 246.0 426.0 26K5 207 28.38 180.0 246.0 426.0 26K5 208 28.38 180.0 246.0 426.0 26K5 209 28.38 180.0 246.0 426.0 26K5 210 28.38 180.0 246.0 426.0 26K5 211 28.38 180.0 246.0 426.0 26K5 212 28.38 180.0 246.0 426.0 26K5 213 28.38 180.0 246.0 426.0 26K5 214 28.38 180.0 246.0 426.0 26K5 215 28.38 180.0 246.0 426.0 26K5 216 28.38 118.7 162.3 281.0 20K4 217 28.38 180.0 246.0 426.0 26K5 * after Size denotes joist is inadequate. u after Size denotes this size has been assigned by the User. Page 8/8 Gravity Column Design RAM Steel 17.00.01.09 DataBase: BYU ID Manwaring Area 2 Career Center 05/19/20 11:01:16 Building Code: IBC Steel Code: ASD 9th Ed. Story level Third, Column Line 81.67ft-53.00ft, Column # 64 Fy (ksi) = 50.00 Column Size = HSS6X6X1/4 Orientation (degrees) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft)14.00 14.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 0.50 0.50 Bottom 0.00 0.00 CONTROLLING COMBINED COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kips)29.85 49.33 0.00 Moments Top Mx (kip-ft)-0.00 0.00 0.00 My (kip-ft)1.22 2.06 0.00 Bot Mx (kip-ft)0.00 0.00 0.00 My (kip-ft)0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL + LL + RF) fa (ksi) = 15.06 Fa (ksi) = 20.58 fbx (ksi) = 0.00 Fbx (ksi) = 33.00 fby (ksi) = 4.12 Fby (ksi) = 33.00 KL/Rx = 71.91 KL/Ry = 71.91 F'ex = 28.88 F'ey = 28.88 Cmx = 0.60 Cmy = 0.60 INTERACTION EQUATION fa/Fa = 0.73 Eq H1-1: 0.732 + 0.000 + 0.157 = 0.889 Eq H1-2: 0.502 + 0.000 + 0.125 = 0.627