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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORT - 21-00549 - 1802 N 7th E - T-Mobile Cell Tower<<w=175; h=175; n=BLANK - SIG; a=11>> ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :195 ft Self Supported Tower ATC Site Name :ID6 Egin ID, ID ATC Asset Number :414903 Engineering Number :13330346_C3_02 Proposed Carrier :T-MOBILE Carrier Site Name :ATC Sugar City Carrier Site Number :SL02446A Site Location :4488 North 2000 East SUGAR CITY, ID 83448-5018 43.894000,-111.740000 County :Madison Date :November 5, 2020 Max Usage :78% Result :Pass Prepared By: Isaiah Coleman Engineer Intern Reviewed By: COA: C-3229 Eng. Number 13330346_C3_02 November 5, 2020 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion ....................................................................................................................................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 2 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number 13330346_C3_02 November 5, 2020 Page 1 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 195 ft self supported tower to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Sabre Job #0703171, dated April 5, 2007 Foundation Drawing Sabre Job #0703171, dated March 23, 2007 Geotechnical Report WT Job #2136JT302, dated January 11, 2007 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:105 mph (3-Second Gust) Basic Wind Speed w/ Ice:50 mph (3-Second Gust) w/ 1/4" radial ice concurrent Code:ANSI/TIA-222-H / 2015 IBC Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 0.37, S1 = 0.14 Site Class:D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Eng. Number 13330346_C3_02 November 5, 2020 Page 2 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Generic RRU (Model TBD) 2 Generic 48" x 12" x 7" Panel 4 Generic 96" x 4" Panel 3 Generic 72" x 12" x 7" Panel 189.0 1 VZW Unused Reserve (15787.50 sqin) 187.0 1 Generic 20" x 15" x 10" BOB Sector Frame (12) 1 5/8" Coax (1) 1 1/4" Hybriflex Cable VERIZON WIRELESS 4 Cambium Networks C050045A102A 2 Radio Waves HP3-11180.0 2 Cambium Networks PTP 820C Sector Frame (19) 0.26" (6.6mm) Cat 5e JAB WIRELESS INC Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Ericsson Radio 4449 B71 B85A 3 Ericsson RRUS 4415 B66 3 Ericsson 4424 B25 3 Ericsson Air6449 B41 3 RFS APX17DWV-17DWVS-E-A20 165.0 3 RFS APXVAALL24 43-U-NA20 Sector Frame (3) 1 5/8" (1.63"- 41.3mm) Fiber T-MOBILE 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed coax on any empty face. Eng. Number 13330346_C3_02 November 5, 2020 Page 3 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structure Usages Structural Component Controlling Usage Pass/Fail Legs 72%Pass Diagonals 78%Pass Horizontals 6%Pass Anchor Bolts 41%Pass Leg Bolts 38%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Uplift (Kips)215.2 290.5 163.2 56% Axial (Kips)257.4 347.5 193.9 56% Shear (Kips)23.1 31.2 18.3 59% * The design reactions are factored by 1.35 per ANSI/TIA-222-H, Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft)Twist (°)Sway (Rotation) (°) 180.0 Radio Waves HP3-11 JAB WIRELESS INC 0.478 0.008 0.410 Ericsson 4424 B25 Ericsson Air6449 B41 Ericsson Radio 4449 B71 B85A Ericsson RRUS 4415 B66 RFS APX17DWV-17DWVS-E- A20 165.0 RFS APXVAALL24 43-U-NA20 T-MOBILE 0.384 0.004 0.337 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Job Information Tower : Code : Client : Location :ID6 Egin ID, ID T-MOBILE ANSI/TIA-222-H 414903 © 2007 - 2020 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :21.00 ft 5.00 ft Top Width :Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :195.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:105 mph no ice 50 mph w/ 1/4" radial ice Site Class: D Ss: 0.37 S1: 0.14 60 mph Serviceability 1 - 2 SAE 36 ksi 3.5x3.5x0.25PST 50 ksi 8" DIA PIPE 3 SAE 36 ksi 3X3X0.1875PSP 50 ksi 5.563" OD x 0.5" 4 SAE 36 ksi 3X3X0.1875PX 50 ksi 5" DIA PIPE 5 SAE 36 ksi 2.5X2.5X0.1875PSP 50 ksi 4.5" OD x 0.438" 6 SAE 36 ksi 2.5X2.5X0.1875PX 50 ksi 4" DIA PIPE 7 SAE 36 ksi 2X2X0.125PSP 50 ksi 3.5" OD x 0.437" 8 SAE 36 ksi 2X2X0.125SAE 36 ksi 2X2X0.125PSP 50 ksi 2.875" OD x 9 SAE 36 ksi 2X2X0.125SAE 36 ksi 2X2X0.125PST 50 ksi 2-1/2" DIA PIPE 10 SAE 36 ksi 2X2X0.125SAE 36 ksi 2X2X0.125PST 50 ksi 2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 189.00 VZW Unused Reserve (15787.50 s1Other 189.00 Generic 72" x 12" x 7" Panel3Panel 189.00 Generic 96" x 4" Panel4Panel 189.00 Generic 48" x 12" x 7" Panel2Panel 189.00 Generic RRU (Model TBD)3 187.00 Generic 20" x 15" x 10" BOB1 186.00 Flat Light Sector Frame3Mounting Frame 180.00 Flat Light Sector Frame3Mounting Frame 180.00 Radio Waves HP3-112Dish 180.00 Cambium Networks C050045A102A4 180.00 Cambium Networks PTP 820C2 165.00 Generic Flat Light Sector Fram3Mounting Frame 165.00 RFS APXVAALL24 43-U-NA203Panel 165.00 RFS APX17DWV-17DWVS-E-A203Panel 165.00 Ericsson Air6449 B413Panel 165.00 Ericsson 4424 B253 165.00 Ericsson RRUS 4415 B663 165.00 Ericsson Radio 4449 B71 B85A3 Linear Appurtenance Elev (ft) From DescriptionToQty 0.00 195.00 Waveguide1 0.00 189.00 1 5/8" Coax12 0.00 187.00 1 1/4" Hybriflex Cab1 0.00 180.00 Waveguide1 0.00 180.00 0.26" (6.6mm) Cat 5e19 0.00 165.00 Waveguide1 0.00 165.00 1 5/8" (1.63"-41.3mm3 Vertical (kip) Global Base Foundation Design Loads Horizontal (kip)Load Case Moment (k-ft) DL + WL DL + WL + IL 3,299.50 850.68 37.47 45.00 28.66 7.47 Job Information Tower : Code : Client : Location :ID6 Egin ID, ID T-MOBILE ANSI/TIA-222-H 414903 © 2007 - 2020 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :21.00 ft 5.00 ft Top Width :Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :195.00 ft Uplift (kip) Individual Base Foundation Design Loads Horizontal (kip)Vertical (kip) 163.23 18.31193.92 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Analysis Parameters Height (ft): Bottom Face Width (ft):21.00 Top Face Width (ft):5.00 Shape:Triangle Tower Type:Self Support 195 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-H Tower Manufacturer:Sabre Madison County, ID Anchor Bolt Detail Type d Kd:0.85 Ke:0.84 Ice & Wind Parameters Design Ice Thickness:0.25 inTopographic Category:1 0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 105 mph 50 mph 60 mph Risk Category: Exposure Category:C II Method 1Topographic Factor Procedure: HMSL:4906.00 ft Seismic Parameters (sec):6 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.372 :d1S 0.223 :1S p:1.3 1.13Period Based on Rayleigh Method (sec): F 2.310F1.503 , Min:0.030 , Max:0.066 :0.066TL a :S : ds : V :CS CS CS0.371 0.145 Load Cases 1.2D + 1.0W Normal 105 mph Normal with No Ice 1.2D + 1.0W 60 deg 105 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 105 mph 90 degree with No Ice 0.9D + 1.0W Normal 105 mph Normal with No Ice (Reduced DL) 0.9D + 1.0W 60 deg 105 mph 60 deg with No Ice (Reduced DL) 0.9D + 1.0W 90 deg 105 mph 90 deg with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi Normal 50 mph Normal with 0.25 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 50 mph 60 deg with 0.25 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 50 mph 90 deg with 0.25 in Radial Ice 1.2D + 1.0Ev + 1.0Eh Normal Seismic Normal 1.2D + 1.0Ev + 1.0Eh 60 deg Seismic 60 deg 1.2D + 1.0Ev + 1.0Eh 90 deg Seismic 90 deg 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) Normal 0.9D - 1.0Ev + 1.0Eh 60 deg Seismic (Reduced DL) 60 deg 0.9D - 1.0Ev + 1.0Eh 90 deg Seismic (Reduced DL) 90 deg 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg Page 1 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Tower Loading (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 189.0 Generic 48" x 12" x 2 35 5.1 0.80 0.76 -2.04.0 12.0 7.0 303.8 29.00 152 84 189.0 Generic 72" x 12" x 3 45 8.1 0.80 0.69 -2.06.0 12.0 7.0 664.0 29.00 332 162 189.0 Generic 96" x 4" 4 45 5.2 0.80 0.65 -2.08.0 4.0 2.0 537.4 29.00 269 216 189.0 Generic RRU (Model 3 55 4.6 0.80 0.50 -2.01.8 25.0 7.4 270.0 29.00 135 198 189.0 VZW Unused 1 1338 109.6 0.80 0.90 0.00.0 0.0 0.0 0.0 29.07 1950 1605 187.0 Generic 20" x 15" x 1 30 2.5 0.80 0.50 0.01.7 15.0 10.0 0.0 29.00 25 36 186.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 28.97 664 1440 180.0 Cambium Networks 4 31 4.3 0.80 0.50 0.02.1 20.3 4.4 0.0 28.77 170 149 180.0 Cambium Networks 2 14 0.7 0.80 0.50 0.00.8 9.0 3.8 0.0 28.77 13 34 180.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 28.77 739 1440 180.0 Radio Waves HP3-11 2 50 8.9 1.00 1.00 0.03.0 36.0 0.0 0.0 28.77 436 120 165.0 Ericsson 4424 B25 3 86 2.1 0.80 0.50 0.01.4 14.4 11.3 0.0 28.25 59 310 165.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 28.25 206 374 165.0 Ericsson Radio 4449 3 75 1.6 0.80 0.50 0.01.3 13.2 10.5 0.0 28.25 48 270 165.0 Ericsson RRUS 4415 3 46 1.6 0.80 0.50 0.01.3 13.2 5.4 0.0 28.25 48 166 165.0 Generic Flat Light 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 28.25 648 1440 165.0 RFS APX17DWV-3 40 9.4 0.80 0.60 0.06.3 13.3 3.1 0.0 28.25 325 143 165.0 RFS APXVAALL24 3 123 20.2 0.80 0.63 0.08.0 24.0 8.5 0.0 28.25 735 442 Totals 49 7190 501.0 86286954 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 0.9D + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 189.0 Generic 48" x 12" x 2 35 5.1 0.80 0.76 -2.04.0 12.0 7.0 303.8 29.00 152 63 189.0 Generic 72" x 12" x 3 45 8.1 0.80 0.69 -2.06.0 12.0 7.0 664.0 29.00 332 122 189.0 Generic 96" x 4" 4 45 5.2 0.80 0.65 -2.08.0 4.0 2.0 537.4 29.00 269 162 189.0 Generic RRU (Model 3 55 4.6 0.80 0.50 -2.01.8 25.0 7.4 270.0 29.00 135 149 189.0 VZW Unused 1 1338 109.6 0.80 0.90 0.00.0 0.0 0.0 0.0 29.07 1950 1204 187.0 Generic 20" x 15" x 1 30 2.5 0.80 0.50 0.01.7 15.0 10.0 0.0 29.00 25 27 186.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 28.97 664 1080 180.0 Cambium Networks 4 31 4.3 0.80 0.50 0.02.1 20.3 4.4 0.0 28.77 170 112 180.0 Cambium Networks 2 14 0.7 0.80 0.50 0.00.8 9.0 3.8 0.0 28.77 13 26 180.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 28.77 739 1080 180.0 Radio Waves HP3-11 2 50 8.9 1.00 1.00 0.03.0 36.0 0.0 0.0 28.77 436 90 165.0 Ericsson 4424 B25 3 86 2.1 0.80 0.50 0.01.4 14.4 11.3 0.0 28.25 59 232 165.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 28.25 206 281 165.0 Ericsson Radio 4449 3 75 1.6 0.80 0.50 0.01.3 13.2 10.5 0.0 28.25 48 203 165.0 Ericsson RRUS 4415 3 46 1.6 0.80 0.50 0.01.3 13.2 5.4 0.0 28.25 48 124 165.0 Generic Flat Light 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 28.25 648 1080 165.0 RFS APX17DWV-3 40 9.4 0.80 0.60 0.06.3 13.3 3.1 0.0 28.25 325 107 165.0 RFS APXVAALL24 3 123 20.2 0.80 0.63 0.08.0 24.0 8.5 0.0 28.25 735 332 Totals 49 7190 501.0 64716954 (ft) Orient.Ice EPAIce Wt Factor Elevation (ft) Description (lb)(sf) K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0Di + 1.0Wi M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 189.0 Generic 48" x 12" x 2 0.80565.4 0.76 -2.04.0 12.0 7.0 73.2 6.58 37 125 189.0 Generic 72" x 12" x 3 0.80758.6 0.69 -2.06.0 12.0 7.0 159.4 6.58 80 251 Page 2 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Tower Loading 189.0 Generic 96" x 4" 4 0.80585.8 0.65 -2.08.0 4.0 2.0 133.8 6.58 67 269 189.0 Generic RRU (Model 3 0.80734.8 0.50 -2.01.8 25.0 7.4 64.4 6.58 32 253 189.0 VZW Unused 1 0.801497122.7 0.90 0.00.0 0.0 0.0 0.0 6.59 495 1764 187.0 Generic 20" x 15" x 1 0.80432.7 0.50 0.01.7 15.0 10.0 0.0 6.58 6 49 186.0 Flat Light Sector 3 0.7545120.5 0.67 0.00.0 0.0 0.0 0.0 6.57 172 1594 180.0 Cambium Networks 4 0.80464.6 0.50 0.02.1 20.3 4.4 0.0 6.52 41 208 180.0 Cambium Networks 2 0.80180.8 0.50 0.00.8 9.0 3.8 0.0 6.52 3 41 180.0 Flat Light Sector 3 0.7545120.5 0.75 0.00.0 0.0 0.0 0.0 6.52 191 1593 180.0 Radio Waves HP3-11 2 1.00819.2 1.00 0.03.0 36.0 0.0 0.0 6.52 102 182 165.0 Ericsson 4424 B25 3 0.80982.2 0.50 0.01.4 14.4 11.3 0.0 6.41 14 347 165.0 Ericsson Air6449 3 0.801276.0 0.63 0.02.8 20.6 8.6 0.0 6.41 49 444 165.0 Ericsson Radio 4449 3 0.80851.8 0.50 0.01.3 13.2 10.5 0.0 6.41 12 301 165.0 Ericsson RRUS 4415 3 0.80531.8 0.50 0.01.3 13.2 5.4 0.0 6.41 12 188 165.0 Generic Flat Light 3 0.7545120.5 0.67 0.00.0 0.0 0.0 0.0 6.41 168 1593 165.0 RFS APX17DWV-3 0.80669.9 0.60 0.06.3 13.3 3.1 0.0 6.41 78 222 165.0 RFS APXVAALL24 3 0.8018920.9 0.63 0.08.0 24.0 8.5 0.0 6.41 172 640 Totals 49 8624 549.3 100621730 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.0D + 1.0W Service M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 189.0 Generic 48" x 12" x 2 35 5.1 0.80 0.76 -2.04.0 12.0 7.0 99.2 9.47 50 70 189.0 Generic 72" x 12" x 3 45 8.1 0.80 0.69 -2.06.0 12.0 7.0 216.8 9.47 108 135 189.0 Generic 96" x 4" 4 45 5.2 0.80 0.65 -2.08.0 4.0 2.0 175.5 9.47 88 180 189.0 Generic RRU (Model 3 55 4.6 0.80 0.50 -2.01.8 25.0 7.4 88.2 9.47 44 165 189.0 VZW Unused 1 1338 109.6 0.80 0.90 0.00.0 0.0 0.0 0.0 9.49 637 1338 187.0 Generic 20" x 15" x 1 30 2.5 0.80 0.50 0.01.7 15.0 10.0 0.0 9.47 8 30 186.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.46 217 1200 180.0 Cambium Networks 4 31 4.3 0.80 0.50 0.02.1 20.3 4.4 0.0 9.39 56 124 180.0 Cambium Networks 2 14 0.7 0.80 0.50 0.00.8 9.0 3.8 0.0 9.39 4 29 180.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 9.39 241 1200 180.0 Radio Waves HP3-11 2 50 8.9 1.00 1.00 0.03.0 36.0 0.0 0.0 9.39 142 100 165.0 Ericsson 4424 B25 3 86 2.1 0.80 0.50 0.01.4 14.4 11.3 0.0 9.22 19 258 165.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 9.22 67 312 165.0 Ericsson Radio 4449 3 75 1.6 0.80 0.50 0.01.3 13.2 10.5 0.0 9.22 16 225 165.0 Ericsson RRUS 4415 3 46 1.6 0.80 0.50 0.01.3 13.2 5.4 0.0 9.22 16 138 165.0 Generic Flat Light 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.22 212 1200 165.0 RFS APX17DWV-3 40 9.4 0.80 0.60 0.06.3 13.3 3.1 0.0 9.22 106 119 165.0 RFS APXVAALL24 3 123 20.2 0.80 0.63 0.08.0 24.0 8.5 0.0 9.22 240 368 Totals 49 7190 501.0 71902271 Page 3 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Tower Loading Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 0.00 195.0 Waveguide 1 1.50 6.00 3 Individual100 0.00 1.00 1.00 0.00N 0.00 189.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N 0.00 187.0 1 1/4" Hybriflex 1 1.54 1.00 3 Individual100 0.00 1.00 1.00 0.00N 0.00 180.0 0.26" (6.6mm) Cat 19 0.26 0.04 3 Cluster100 1.04 1.00 1.00 0.00N 0.00 180.0 Waveguide 1 1.50 6.00 3 Individual100 0.00 1.00 1.00 0.00N 0.00 165.0 1 5/8" (1.63"-3 1.63 1.61 1 Individual100 0.00 1.00 1.00 0.00N 0.00 165.0 Waveguide 1 2.00 6.00 Lin App Individual100 0.00 1.00 1.00 0.00N Page 4 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Equivalent Lateral Force Method Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.37 0.14 6 1.00 1.50 2.31 3.00 0.37 0.22 0.07 0.07 0.03 1.30 1.31 31.23 2.68 1 ): d1): k k 1.13 e): s): ds): a: v: s ):s s: s: - Seconds): L Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase 1.2D + 1.0Ev + 1.0Eh Seismic Height vx z 10 7430.040566,527583 107187.50 9 1,4990.0711,004,701,177 189170.00 8 2,0690.0831,175,871,623 222150.00 7 2,4470.0811,152,651,920 217130.00 6 2,8650.0761,083,402,248 204110.00 5 3,2960.067957,2952,586 18090.00 4 3,7830.056789,7512,968 14970.00 3 4,0120.038538,2063,148 10150.00 2 4,8800.024334,5633,829 6330.00 1 5,0380.00681,5133,953 1510.00 Generic 48" x 12" x 7" Panel 890.00568,70570 13189.00 Generic 72" x 12" x 7" Panel 1720.009132,503135 25189.00 Generic 96" x 4" Panel 2290.012176,671180 33189.00 Generic RRU (Model TBD)2100.011161,948165 31189.00 VZW Unused Reserve (15787.50 sqin)1,7040.0921,312,761,337 247189.00 Generic 20" x 15" x 10" BOB 380.00229,03630 5187.00 Flat Light Sector Frame 1,5290.0811,153,291,200 217186.00 Cambium Networks C050045A102A 1580.008114,147124 22180.00 Cambium Networks PTP 820C 360.00226,32829 5180.00 Flat Light Sector Frame 1,5290.0781,104,651,200 208180.00 Radio Waves HP3-11 1270.00692,054100 17180.00 Ericsson 4424 B25 3290.015211,836258 40165.00 Ericsson Air6449 B41 3980.018256,173312 48165.00 Ericsson Radio 4449 B71 B85A 2870.013184,740225 35165.00 Ericsson RRUS 4415 B66 1760.008113,307138 21165.00 Page 5 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Equivalent Lateral Force Method Generic Flat Light Sector Frame 1,5290.069985,2831,200 186165.00 RFS APX17DWV-17DWVS-E-A20 1510.00797,543119 18165.00 RFS APXVAALL24 43-U-NA20 4690.021302,482368 57165.00 31,227 14,207,963 1.000 2,677 39,795 Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Height vx z 10 4820.040566,527583 107187.50 9 9710.0711,004,701,177 189170.00 8 1,3400.0831,175,871,623 222150.00 7 1,5860.0811,152,651,920 217130.00 6 1,8560.0761,083,402,248 204110.00 5 2,1350.067957,2952,586 18090.00 4 2,4510.056789,7512,968 14970.00 3 2,5990.038538,2063,148 10150.00 2 3,1620.024334,5633,829 6330.00 1 3,2640.00681,5133,953 1510.00 Generic 48" x 12" x 7" Panel 580.00568,70570 13189.00 Generic 72" x 12" x 7" Panel 1110.009132,503135 25189.00 Generic 96" x 4" Panel 1490.012176,671180 33189.00 Generic RRU (Model TBD)1360.011161,948165 31189.00 VZW Unused Reserve (15787.50 sqin)1,1040.0921,312,761,337 247189.00 Generic 20" x 15" x 10" BOB 250.00229,03630 5187.00 Flat Light Sector Frame 9910.0811,153,291,200 217186.00 Cambium Networks C050045A102A 1020.008114,147124 22180.00 Cambium Networks PTP 820C 240.00226,32829 5180.00 Flat Light Sector Frame 9910.0781,104,651,200 208180.00 Radio Waves HP3-11 830.00692,054100 17180.00 Ericsson 4424 B25 2130.015211,836258 40165.00 Ericsson Air6449 B41 2580.018256,173312 48165.00 Ericsson Radio 4449 B71 B85A 1860.013184,740225 35165.00 Ericsson RRUS 4415 B66 1140.008113,307138 21165.00 Generic Flat Light Sector Frame 9910.069985,2831,200 186165.00 RFS APX17DWV-17DWVS-E-A20 980.00797,543119 18165.00 RFS APXVAALL24 43-U-NA20 3040.021302,482368 57165.00 31,227 14,207,963 1.000 2,677 25,783 Page 6 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Force/Stress Summary Section:20.000Height (ft):0.00Bot Elev (ft):1 1 DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5x3.5x0.25 -4.37 0.00 -189.85 1.2D + 1.0W Normal 1.2D + 1.0W Normal 22.69 0.000 9.77 100 0 50 50 0 100 100 39.9 50.0 336.54 0 0 0.00 0.00 56 Member X Member Z3520.8819.881112.3536.0197.950 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5x3.5x0.25 4.47 0.00 164.11 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 48.51 0 0 1 378.00 0.00 0 0 1 19.88 0.00 0.00 0.00 0.00 20.88 23 0 43 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 18.84 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 179.15 1.2D + 1.0W Normal 0.00 0 151.74 0.9D + 1.0W 60 deg 0.00 0 194.33 1.2D + 1.0W Normal 489.03 41 164.11 0.9D + 1.0W 60 deg 569.13 8 0 6 1 1/2 A449 (Anchor) Num 6 1 1/2 A449 (Anchor) Section:20.000Height (ft):20.00Bot Elev (ft):2 1 DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5x3.5x0.25 -4.39 0.00 -174.24 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 20.90 0.000 9.77 100 0 50 50 0 100 100 39.9 50.0 336.54 0 0 0.00 0.00 51 Member X Member Z3020.8819.881114.5636.0182.350 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PST - 8" DIA PIPE SAE - 3.5x3.5x0.25 4.28 0.00 151.97 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 48.51 0 0 1 378.00 0.00 0 0 1 19.88 0.00 0.00 0.00 0.00 20.88 22 0 40 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 18.84 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 162.40 1.2D + 1.0W Normal 0.00 0 138.73 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 151.74 0.9D + 1.0W 60 deg 523.32 29 0 6 1.25" A325 Num Page 7 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Force/Stress Summary Section:20.000Height (ft):40.00Bot Elev (ft):3 1 DIAG HORIZ LEG PSP - 5.563" OD x 0. SAE - 3X3X0.1875 -4.00 0.00 -157.67 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 19.15 0.000 9.77 100 0 50 50 0 100 100 65.1 50.0 262.41 0 0 0.00 0.00 60 Member X Member Z4715.6619.88118.3936.0192.950 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PSP - 5.563" OD x 0. SAE - 3X3X0.1875 4.04 0.00 136.99 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 30.59 0 0 1 357.89 0.00 0 0 1 19.88 0.00 0.00 0.00 0.00 15.66 33 0 38 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 12.09 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 145.64 1.2D + 1.0W Normal 0.00 0 125.41 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 138.73 0.9D + 1.0W 60 deg 523.32 27 0 6 1.25" A325 Num Section:20.000Height (ft):60.00Bot Elev (ft):4 1 DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3X3X0.1875 -3.57 0.00 -142.10 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 16.02 0.000 6.51 100 0 50 50 0 100 100 42.5 50.0 240.60 0 0 0.00 0.00 59 Member X Member Z2915.6619.881111.9836.0161.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3X3X0.1875 3.49 0.00 123.95 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 30.59 0 0 1 274.50 0.00 0 0 1 19.88 0.00 0.00 0.00 0.00 15.66 28 0 45 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 12.09 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 128.43 1.2D + 1.0W Normal 0.00 0 111.52 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 125.41 0.9D + 1.0W 60 deg 327.10 38 0 6 1 A325 Num Page 8 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Force/Stress Summary Section:20.000Height (ft):80.00Bot Elev (ft):5 1 DIAG HORIZ LEG PSP - 4.5" OD x 0.43 SAE - 2.5X2.5X0.1875 -3.15 0.00 -125.05 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 14.22 0.000 6.51 100 0 50 50 0 100 100 54.1 50.0 203.08 0 0 0.00 0.00 61 Member X Member Z3613.0513.81118.6936.0172.450 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PSP - 4.5" OD x 0.43 SAE - 2.5X2.5X0.1875 3.18 0.00 111.69 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 25.22 0 0 1 251.55 0.00 0 0 1 13.81 0.00 0.00 0.00 0.00 13.05 29 0 44 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 10.67 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 111.18 1.2D + 1.0W Normal 0.00 0 97.15 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 111.52 0.9D + 1.0W 60 deg 327.10 34 0 6 1 A325 Num Section:20.000Height (ft):100.0Bot Elev (ft):6 1 DIAG HORIZ LEG PX - 4" DIA PIPE SAE - 2.5X2.5X0.1875 -2.96 0.00 -107.64 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 12.47 0.000 6.51 100 0 50 50 0 100 100 52.8 50.0 161.87 0 0 0.00 0.00 66 Member X Member Z2613.0513.811111.2936.0151.350 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PX - 4" DIA PIPE SAE - 2.5X2.5X0.1875 2.98 0.00 97.30 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 25.22 0 0 1 198.45 0.00 0 0 1 13.81 0.00 0.00 0.00 0.00 13.05 27 0 49 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 10.67 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 92.95 1.2D + 1.0W Normal 0.00 0 81.51 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 97.15 0.9D + 1.0W 60 deg 327.10 30 0 6 1 A325 Num Page 9 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Force/Stress Summary Section:20.000Height (ft):120.0Bot Elev (ft):7 1 DIAG HORIZ LEG PSP - 3.5" OD x 0.43 SAE - 2X2X0.125 -2.54 0.00 -90.23 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 10.00 0.000 4.88 100 0 50 50 0 100 100 53.6 50.0 153.60 0 0 0.00 0.00 58 Member X Member Z428.7013.81116.0436.0150.850 0 0.0 0.0 0.00 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PSP - 3.5" OD x 0.43 SAE - 2X2X0.125 2.76 0.00 81.64 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 0 50 65 0 58 12.86 0 0 1 189.45 0.00 0 0 1 13.81 0.00 0.00 0.00 0.00 8.70 47 0 43 Member Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 5.76 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 72.76 1.2D + 1.0W Normal 0.00 0 63.73 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 81.51 0.9D + 1.0W 60 deg 327.10 25 0 6 1 A325 Num Section:20.000Height (ft):140.0Bot Elev (ft):8 1 DIAG HORIZ LEG PSP - 2.875" OD x 0. SAE - 2X2X0.125 SAE - 2X2X0.125 -3.09 -0.15 -69.59 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 7.206 5.000 4.95 100 100 50 50 100 100 100 66.4 50.0 96.18 0 0 0.00 0.00 72 Member X Member Z Bolt Bear 358.7013.811110.5336.0111.550 100 150.8 36.0 6.05 1 1 13.81 8.70 2 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PSP - 2.875" OD x 0. SAE - 2X2X0.125 SAE - 2X2X0.125 2.91 0.01 63.82 0.9D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 12.86 0 1 1 132.75 12.86 0 1 1 13.81 13.81 0.00 0.00 8.70 8.70 50 0 48 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 5.76 5.76 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 47.32 1.2D + 1.0W Normal 0.00 0 40.38 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 63.73 0.9D + 1.0W 60 deg 180.61 35 0 6 0.75" A325 Num Page 10 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Force/Stress Summary Section:20.000Height (ft):160.0Bot Elev (ft):9 1 DIAG HORIZ LEG PST - 2-1/2" DIA PIP SAE - 2X2X0.125 SAE - 2X2X0.125 -4.67 -0.28 -40.87 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 7.027 5.000 4.94 100 100 50 50 100 100 100 62.6 50.0 57.59 0 0 0.00 0.00 70 Member X Member Z Bolt Bear 538.7013.811110.7736.0109.550 100 150.8 36.0 6.05 1 1 13.81 8.70 4 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PST - 2-1/2" DIA PIP SAE - 2X2X0.125 SAE - 2X2X0.125 4.53 0.29 39.93 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 12.86 0 1 1 76.68 12.86 0 1 1 13.81 13.81 0.00 0.00 8.70 8.70 78 5 52 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 5.76 5.76 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 11.04 1.2D + 1.0W Normal 0.00 0 7.73 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 40.38 0.9D + 1.0W 60 deg 180.61 22 0 6 0.75" A325 Num Section:15.000Height (ft):180.0Bot Elev (ft):10 1 DIAG HORIZ LEG PST - 2" DIA PIPE SAE - 2X2X0.125 SAE - 2X2X0.125 -2.10 -0.30 -7.61 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 7.012 5.000 4.92 100 100 50 50 100 100 100 75.0 50.0 31.92 0 0 0.00 0.00 23 Member X Member Z Bolt Bear 248.7013.811110.7936.0109.350 100 150.8 36.0 6.05 1 1 13.81 8.70 5 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PST - 2" DIA PIPE SAE - 2X2X0.125 SAE - 2X2X0.125 2.03 0.35 8.23 0.9D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 12.86 0 1 1 48.15 12.86 0 1 1 13.81 13.81 0.00 0.00 8.70 8.70 35 6 17 Member Blk Shear Blk Shear Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 5.76 5.76 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.39 1.2D + 1.0Ev + 1.0Eh 0.00 0 0.00 0.00 0 0.00 0.00 0 7.73 0.9D + 1.0W 60 deg 180.61 4 0 6 0.75" A325 Num Page 11 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down Radius (ft) Elevation (ft) Azimuth (deg) 1.2D + 1.0W Normal 1 0.00 193.92 -18.31012.12 00.00 1a 6.25 -78.22 -5.1812012.12 00.00 1b -6.25 -78.22 -5.1824012.12 00.00 1.2D + 1.0W 60 deg 1 -1.21 98.86 -9.03012.12 00.00 1a -8.43 99.01 3.4712012.12 00.00 1b -13.65 -160.40 -7.8824012.12 00.00 1.2D + 1.0W 90 deg 1 -1.44 12.49 -0.78012.12 00.00 1a -13.61 164.14 7.0312012.12 00.00 1b -12.29 -139.16 -6.2624012.12 00.00 0.9D + 1.0W Normal 1 0.00 190.49 -18.10012.12 00.00 1a 6.42 -81.19 -5.2812012.12 00.00 1b -6.42 -81.19 -5.2824012.12 00.00 0.9D + 1.0W 60 deg 1 -1.21 95.59 -8.83012.12 00.00 1a -8.26 95.74 3.3612012.12 00.00 1b -13.82 -163.23 -7.9824012.12 00.00 0.9D + 1.0W 90 deg 1 -1.44 9.37 -0.57012.12 00.00 1a -13.43 160.76 6.9312012.12 00.00 1b -12.46 -142.03 -6.3524012.12 00.00 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 61.78 -3.02012.12 00.00 1a 3.15 -8.39 -2.2312012.12 00.00 1b -3.15 -8.39 -2.2324012.12 00.00 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.33 37.57 -0.63012.12 00.00 1a -0.71 37.61 0.0312012.12 00.00 1b -5.13 -30.18 -2.9624012.12 00.00 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.38 15.00 1.55012.12 00.00 1a -2.06 54.33 0.9712012.12 00.00 1b -4.74 -24.33 -2.5224012.12 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 34.24 -2.58012.12 00.00 1a -0.01 2.27 -0.0312012.12 00.00 1b 0.01 2.27 -0.0324012.12 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 -0.03 23.58 -1.72012.12 00.00 1a -1.50 23.58 0.8312012.12 00.00 1b -0.75 -8.38 -0.4324012.12 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 -0.04 12.93 -0.86012.12 00.00 1a -2.04 31.38 1.1612012.12 00.00 1b -0.56 -5.53 -0.3024012.12 00.00 0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 29.63 -2.27012.12 00.00 1a 0.25 -2.25 -0.1812012.12 00.00 1b -0.25 -2.25 -0.1824012.12 00.00 0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 -0.03 19.00 -1.41012.12 00.00 1a -1.24 19.00 0.6812012.12 00.00 1b -1.01 -12.88 -0.5824012.12 00.00 0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 -0.04 8.38 -0.56012.12 00.00 1a -1.78 26.78 1.0112012.12 00.00 Page 12 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 1b -0.82 -10.03 -0.4524012.12 00.00 1.0D + 1.0W Service Normal 1 0.00 69.75 -6.46012.12 00.00 1a 1.70 -19.26 -1.5112012.12 00.00 1b -1.70 -19.26 -1.5124012.12 00.00 1.0D + 1.0W Service 60 deg 1 -0.41 38.72 -3.40012.12 00.00 1a -3.15 38.76 1.3412012.12 00.00 1b -4.15 -46.25 -2.4024012.12 00.00 1.0D + 1.0W Service 90 deg 1 -0.49 10.41 -0.67012.12 00.00 1a -4.86 60.06 2.5212012.12 00.00 1b -3.70 -39.25 -1.8524012.12 00.00 Max Uplift: Max Down: Max Shear: 163.23 (kip) 193.92 (kip) 18.31 (kip) Moment: Total Down: Total Shear: (kip-ft) (kip) (kip) 850.68 28.66 37.47 1.2D + 1.0W NormalMoment Ice: Total Down Ice: Total Shear Ice:7.47 45.00 3,299.50 (kip-ft) (kip) (kip) Page 13 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 105 mph Normal with No Ice 1.177 1.0362165.19 0.0133 1.0363 105 mph Normal with No Ice 1.467 1.2619180.00 0.0140 1.2619 105 mph Normal with No Ice 1.572 1.2177185.17 0.0133 1.2178 105 mph Normal with No Ice 1.675 0.9942190.08 0.0135 0.9943 105 mph 60 degree with No Ice 1.137 1.0099165.19 -0.0672 1.0131 105 mph 60 degree with No Ice 1.419 1.2437180.00 -0.1048 1.2494 105 mph 60 degree with No Ice 1.524 1.1203185.17 -0.1348 1.1319 105 mph 60 degree with No Ice 1.623 1.2788190.08 -0.1590 1.2889 105 mph 90 degree with No Ice 1.148 1.0254165.19 0.0147 1.0256 105 mph 90 degree with No Ice 1.434 1.2459180.00 0.0147 1.2459 105 mph 90 degree with No Ice 1.539 1.1122185.17 0.0147 1.1123 105 mph 90 degree with No Ice 1.640 1.3776190.08 0.0148 1.3776 105 mph Normal with No Ice (Reduced DL)1.174 1.0324165.19 0.0133 1.0325 105 mph Normal with No Ice (Reduced DL)1.462 1.2572180.00 0.0140 1.2572 105 mph Normal with No Ice (Reduced DL)1.568 1.2134185.17 0.0133 1.2134 105 mph Normal with No Ice (Reduced DL)1.670 0.9894190.08 0.0135 0.9895 105 mph 60 deg with No Ice (Reduced DL)1.134 1.0064165.19 -0.0670 1.0095 105 mph 60 deg with No Ice (Reduced DL)1.415 1.2387180.00 -0.1045 1.2443 105 mph 60 deg with No Ice (Reduced DL)1.519 1.1160185.17 -0.1344 1.1276 105 mph 60 deg with No Ice (Reduced DL)1.618 1.2746190.08 -0.1585 1.2849 105 mph 90 deg with No Ice (Reduced DL)1.144 1.0217165.19 0.0145 1.0218 105 mph 90 deg with No Ice (Reduced DL)1.429 1.2413180.00 0.0144 1.2413 105 mph 90 deg with No Ice (Reduced DL)1.534 1.1079185.17 0.0144 1.1080 105 mph 90 deg with No Ice (Reduced DL)1.635 1.3732190.08 0.0144 1.3732 50 mph Normal with 0.25 in Radial Ice 0.301 0.2638165.19 0.0006 0.2638 50 mph Normal with 0.25 in Radial Ice 0.375 0.3194180.00 0.0001 0.3194 50 mph Normal with 0.25 in Radial Ice 0.402 0.3086185.17 0.0001 0.3086 50 mph Normal with 0.25 in Radial Ice 0.428 0.2557190.08 0.0002 0.2557 50 mph 60 deg with 0.25 in Radial Ice 0.294 0.2590165.19 -0.0019 0.2590 50 mph 60 deg with 0.25 in Radial Ice 0.367 0.3197180.00 -0.0042 0.3198 50 mph 60 deg with 0.25 in Radial Ice 0.394 0.2879185.17 -0.0060 0.2880 50 mph 60 deg with 0.25 in Radial Ice 0.419 0.3271190.08 -0.0074 0.3272 50 mph 90 deg with 0.25 in Radial Ice 0.295 0.2615165.19 0.0006 0.2615 50 mph 90 deg with 0.25 in Radial Ice 0.368 0.3178180.00 0.0001 0.3178 50 mph 90 deg with 0.25 in Radial Ice 0.395 0.2838185.17 -0.0001 0.2838 50 mph 90 deg with 0.25 in Radial Ice 0.420 0.3489190.08 -0.0002 0.3489 Seismic Normal M1 0.156 0.1436165.19 0.0009 0.1436 Seismic Normal M1 0.195 0.1753180.00 0.0006 0.1753 Seismic Normal M1 0.210 0.1601185.17 0.0004 0.1601 Seismic Normal M1 0.224 0.1652190.08 0.0004 0.1652 Seismic 60 deg M1 0.155 0.1435165.19 0.0009 0.1435 Seismic 60 deg M1 0.195 0.1758180.00 0.0006 0.1758 Seismic 60 deg M1 0.210 0.1604185.17 0.0004 0.1604 Seismic 60 deg M1 0.224 0.1659190.08 0.0004 0.1659 Seismic 90 deg M1 0.155 0.1445165.19 0.0011 0.1445 Seismic 90 deg M1 0.195 0.1740180.00 0.0007 0.1740 Seismic 90 deg M1 0.210 0.1609185.17 0.0005 0.1609 Seismic 90 deg M1 0.224 0.1657190.08 0.0004 0.1657 Seismic (Reduced DL) Normal M1 0.155 0.1429165.19 0.0009 0.1429 Seismic (Reduced DL) Normal M1 0.195 0.1744180.00 0.0006 0.1744 Seismic (Reduced DL) Normal M1 0.209 0.1593185.17 0.0004 0.1593 Seismic (Reduced DL) Normal M1 0.223 0.1640190.08 0.0004 0.1640 Seismic (Reduced DL) 60 deg M1 0.154 0.1428165.19 0.0009 0.1428 Seismic (Reduced DL) 60 deg M1 0.195 0.1747180.00 0.0006 0.1747 Seismic (Reduced DL) 60 deg M1 0.209 0.1595185.17 0.0004 0.1595 Page 14 11/5/2020 9:42:24 AM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:414903 Site Name: Code:ANSI/TIA-222-H ID6 Egin ID, ID Customer:T-MOBILE Engineering Number:13330346_C3_02 Seismic (Reduced DL) 60 deg M1 0.223 0.1644190.08 0.0004 0.1644 Seismic (Reduced DL) 90 deg M1 0.155 0.1438165.19 0.0011 0.1438 Seismic (Reduced DL) 90 deg M1 0.195 0.1730180.00 0.0007 0.1730 Seismic (Reduced DL) 90 deg M1 0.209 0.1600185.17 0.0005 0.1600 Seismic (Reduced DL) 90 deg M1 0.223 0.1643190.08 0.0004 0.1643 Serviceability - 60 mph Wind Normal 0.384 0.3374165.19 0.0019 0.3374 Serviceability - 60 mph Wind Normal 0.478 0.4099180.00 0.0015 0.4099 Serviceability - 60 mph Wind Normal 0.512 0.3961185.17 0.0012 0.3961 Serviceability - 60 mph Wind Normal 0.545 0.3238190.08 0.0011 0.3238 Serviceability - 60 mph Wind 60 deg 0.371 0.3288165.19 -0.0041 0.3288 Serviceability - 60 mph Wind 60 deg 0.463 0.4057180.00 -0.0081 0.4059 Serviceability - 60 mph Wind 60 deg 0.497 0.3652185.17 -0.0113 0.3657 Serviceability - 60 mph Wind 60 deg 0.529 0.4162190.08 -0.0138 0.4165 Serviceability - 60 mph Wind 90 deg 0.374 0.3339165.19 0.0026 0.3340 Serviceability - 60 mph Wind 90 deg 0.467 0.4061180.00 0.0021 0.4061 Serviceability - 60 mph Wind 90 deg 0.502 0.3621185.17 0.0019 0.3621 Serviceability - 60 mph Wind 90 deg 0.535 0.4487190.08 0.0018 0.4487 Base Shear DL+WL 193.92 18.31 DL+WL+ILAnchor Group UpLiftDL+WL 45.0037.47 28.66 7.47 3299.50 850.68 DL+WL+IL Vertical (kip)Horizontal (kip)Moment (kip-ft) DL+WL+ILDL+WL Maximum Reactions Summary Page 15