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HomeMy WebLinkAboutStructural Analysis<<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 :220 ft Self Supported Tower ATC Site Name :Ft. Pierce, FL ATC Asset Number :370808 Engineering Number :OAA758467_C3_01 Proposed Carrier :AT&T MOBILITY Carrier Site Name :Peterson (FP50) Carrier Site Number Site Location : 10152803 : 6080 Peterson Rd. Fort Pierce, FL 34947-4319 27.440800,-80.386900 County :St. Lucie Date :June 10, 2020 Max Usage :83% Result :Pass Prepared By: Daniel Hinshaw Structural Engineer I Reviewed By: COA: 9053 Eng. Number OAA758467_C3_01 June 10, 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 OAA758467_C3_01 June 10, 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 220 ft self supported tower to reflect the change in loading by AT&T MOBILITY. Supporting Documents Tower Drawings FWT PJF Job #1990494, dated December 5, 1994 Foundation Drawing FWT PJF Job #1990494, dated December 5, 1994 Geotechnical Report Geotel Report #E14-341, dated August 10, 2014 Modifications Vertical Solutions Job #121625, dated August 13, 2012 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:157 mph (3-Second Gust) Basic Wind Speed w/ Ice:No Ice Considered Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 0.05, S1 = 0.03 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 OAA758467_C3_01 June 10, 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 195.0 1 -Empty Side Arm -OTHER 3 Nokia FRIG 6 Nokia FZHJ 3 Nokia ASU9338TYP01141.0 9 CellMax CMA-BDHH/6521/E0-6 140.0 6 Andrew 950G65VTZE-M Sector Frame (3) 1.24" (31.5mm) Hybrid (6) 1 5/8" Coax METRO PCS INC 125.0 --- (3) 0.39" (10mm) Fiber Trunk (8) 0.78" (19.7mm) 8 AWG 6 (3) 3/8" (0.38"- 9.5mm) RET Control Cable AT&T MOBILITY Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 131.0 9 Ericsson RRU11 3 Kathrein Scala 80010865 3 Ericsson RRUS 32 B2 6 Kathrein Scala 800 10765 K 2 Raycap DC2-48-60-0-9E 125.0 2 Raycap DC6-48-60-18-8F -(1) 0.39" (10mm) Fiber Trunk AT&T MOBILITY Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 6 Kaelus DBC0108F1V92-1 3 Ericsson RRUS 8843 B2, B66A 3 Ericsson RRUS 4415 B30 3 Ericsson RRUS 4449 B5, B12 3 Ericsson RRUS 4478 B14 3 Ericsson RRUS 11 B5 3 Raycap DC9-48-60-24-8C-EV 125.0 9 Kathrein Scala 800372965 Sector Frame (1) 0.78" (19.7mm) 8 AWG 6 AT&T MOBILITY 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed line in place of the existing AT&T Mobility line. Eng. Number OAA758467_C3_01 June 10, 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 48%Pass Diagonals 83%Pass Horizontals 79%Pass Anchor Bolts 55%Pass Leg Bolts 48%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Uplift (Kips)435.0 587.3 252.1 43% Axial (Kips)472.0 637.2 292.4 46% Shear (Kips)87.9 118.7 64.0 54% * 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) (°) Kaelus DBC0108F1V92-1 Ericsson RRUS 8843 B2, B66A Ericsson RRUS 4415 B30 Ericsson RRUS 4449 B5, B12 Ericsson RRUS 4478 B14 Ericsson RRUS 11 B5 Raycap DC9-48-60-24-8C-EV 125.0 Kathrein Scala 800372965 AT&T MOBILITY 0.042 0.002 0.033 *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 :Ft. Pierce, FL AT&T MOBILITY ANSI/TIA-222-H 370808 © 2007 - 2020 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :28.44 ft 5.52 ft Top Width :Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :220.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:157 mph no ice 30 mph w/ 0'0" radial ice Site Class: D Ss: 0.05 S1: 0.03 60 mph Serviceability 1 PSP 35 ksi 3.5" x 0.216"PSP 35 ksi 4.0" x 0.226"PX 35 ksi 12" DIA PIPE 2 PSP 35 ksi 3.5" x 0.216"PSP 35 ksi 4.0" x 0.226"PX 35 ksi 10" DIA PIPE 3 PSP 35 ksi 2.875" x 0.203"PSP 35 ksi 4.0" x 0.226"PX 35 ksi 10" DIA PIPE 4 PSP 35 ksi 2.875" x 0.203"PSP 35 ksi 4.0" x 0.226"PX 35 ksi 8" DIA PIPE 5 PSP 35 ksi 2.375" OD x 0.154"PSP 35 ksi 4.0" x 0.226"PX 35 ksi 8" DIA PIPE 6 SAE 35 ksi 4X4X0.25PSP 35 ksi 4.0" x 0.226"PX 35 ksi 6" DIA PIPE 7 SAE 35 ksi 3.5x3.5x0.25PSP 35 ksi 3.5" x 0.216"PX 35 ksi 5" DIA PIPE 8 SAE 35 ksi 2.5X2.5X0.1875PST 35 ksi 2-1/2" DIA PIPEPX 35 ksi 4" DIA PIPE 9 SAE 35 ksi 2X2X0.1875PST 35 ksi 2" DIA PIPEPST 35 ksi 2-1/2" DIA PIPE Discrete Appurtenance Elev (ft)Type DescriptionQty 213.00 Empty Side Arm1Straight Arm 195.00 Generic Empty Mount1Other 175.00 Empty Pipe Mount1Straight Arm 141.00 CellMax CMA-BDHH/6521/E0-69Panel 141.00 Nokia ASU9338TYP013 141.00 Nokia FRIG3 141.00 Nokia FZHJ6 140.00 Flat Light Sector Frame3Mounting Frame 140.00 Andrew 950G65VTZE-M6Panel 125.00 Round Sector Frame3Mounting Frame 125.00 Kathrein Scala 8003729659Panel 125.00 Raycap DC9-48-60-24-8C-EV3 125.00 Ericsson RRUS 11 B53 125.00 Ericsson RRUS 4478 B143 125.00 Ericsson RRUS 4449 B5, B123 125.00 Ericsson RRUS 4415 B303 125.00 Ericsson RRUS 8843 B2, B66A3 125.00 Kaelus DBC0108F1V92-16 Linear Appurtenance Elev (ft) From DescriptionToQty 0.00 141.00 1.24" (31.5mm) Hybri3 0.00 140.00 Waveguide1 0.00 140.00 Climbing Ladder1 0.00 140.00 1 5/8" Coax6 0.00 125.00 Waveguide1 0.00 125.00 3/8" (0.38"- 9.5mm) 3 0.00 125.00 0.78" (19.7mm) 8 AWG1 0.00 125.00 0.78" (19.7mm) 8 AWG8 0.00 125.00 0.39" (10mm) Fiber T3 Vertical (kip) Global Base Foundation Design Loads Horizontal (kip)Load Case Moment (k-ft) DL + WL DL + WL + IL 6,666.69 273.04 65.20 65.20 64.04 2.70 Job Information Tower : Code : Client : Location :Ft. Pierce, FL AT&T MOBILITY ANSI/TIA-222-H 370808 © 2007 - 2020 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :28.44 ft 5.52 ft Top Width :Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :220.00 ft Uplift (kip) Individual Base Foundation Design Loads Horizontal (kip)Vertical (kip) 252.10 37.31292.43 6/10/2020 7:07:38 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Analysis Parameters Height (ft): Bottom Face Width (ft):28.44 Top Face Width (ft):5.52 Shape:Triangle Tower Type:Self Support 220 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-H Tower Manufacturer:FWT St. Lucie County, FL Anchor Bolt Detail Type c Kd:0.85 Ke:1.00 Ice & Wind Parameters Design Ice Thickness:0.00 inTopographic Category:1 0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 157 mph 30 mph 60 mph Risk Category: Exposure Category:C II Method 1Topographic Factor Procedure: HMSL:18.00 ft Seismic Parameters (sec):8 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.053 :d1S 0.045 :1S p:1.3 0.49Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.031 :0.030TL a :S : ds : V :CS CS CS0.050 0.028 Load Cases 1.2D + 1.0W Normal 157 mph Normal with No Ice 1.2D + 1.0W 60 deg 157 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 157 mph 90 degree with No Ice 0.9D + 1.0W Normal 157 mph Normal with No Ice (Reduced DL) 0.9D + 1.0W 60 deg 157 mph 60 deg with No Ice (Reduced DL) 0.9D + 1.0W 90 deg 157 mph 90 deg with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.00 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 6/10/2020 7:07:38 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 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 213.0 Empty Side Arm 1 150 5.2 0.75 0.75 0.00.0 0.0 0.0 0.0 79.54 198 180 195.0 Generic Empty Mount 1 0 0.0 1.00 1.00 0.00.0 0.0 0.0 0.0 78.08 1 0 175.0 Empty Pipe Mount 1 126 5.0 0.75 0.75 0.00.0 0.0 0.0 0.0 76.32 182 151 141.0 Nokia FZHJ 6 55 2.0 0.80 0.67 0.01.5 14.0 8.7 0.0 72.93 405 397 141.0 Nokia FRIG 3 57 2.4 0.80 0.67 0.01.6 15.2 6.0 0.0 72.93 239 206 141.0 Nokia 3 15 2.5 0.80 0.67 0.01.6 16.1 5.8 0.0 72.93 253 54 141.0 CellMax CMA-9 62 11.2 0.80 0.63 0.06.8 15.0 5.2 0.0 72.93 3153 670 140.0 Andrew 6 10 4.0 0.80 0.70 0.05.0 6.5 4.0 0.0 72.82 830 72 140.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 72.82 1870 1440 125.0 Kaelus 6 7 0.6 0.80 0.50 0.00.9 6.8 3.5 0.0 71.10 88 50 125.0 Ericsson RRUS 8843 3 72 1.6 0.80 0.50 0.01.2 13.2 10.9 0.0 71.10 119 259 125.0 Ericsson RRUS 4415 3 46 1.8 0.80 0.50 0.01.4 13.4 5.9 0.0 71.10 134 166 125.0 Ericsson RRUS 4449 3 71 2.0 0.80 0.50 0.01.5 13.2 9.4 0.0 71.10 143 256 125.0 Ericsson RRUS 4478 3 59 2.0 0.80 0.67 0.01.5 13.4 8.3 0.0 71.10 196 214 125.0 Ericsson RRUS 11 B5 3 51 2.8 0.80 0.67 0.01.6 17.0 7.2 0.0 71.10 271 183 125.0 Raycap DC9-48-60-3 16 4.8 0.80 0.67 0.02.6 18.3 10.2 0.0 71.10 465 58 125.0 Kathrein Scala 9 75 10.6 0.80 0.65 0.06.5 14.9 6.5 0.0 71.10 3012 805 125.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 71.10 1469 1080 Totals 69 5199 403.6 623913026 (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 213.0 Empty Side Arm 1 150 5.2 0.75 0.75 0.00.0 0.0 0.0 0.0 79.54 198 135 195.0 Generic Empty Mount 1 0 0.0 1.00 1.00 0.00.0 0.0 0.0 0.0 78.08 1 0 175.0 Empty Pipe Mount 1 126 5.0 0.75 0.75 0.00.0 0.0 0.0 0.0 76.32 182 113 141.0 Nokia FZHJ 6 55 2.0 0.80 0.67 0.01.5 14.0 8.7 0.0 72.93 405 298 141.0 Nokia FRIG 3 57 2.4 0.80 0.67 0.01.6 15.2 6.0 0.0 72.93 239 155 141.0 Nokia 3 15 2.5 0.80 0.67 0.01.6 16.1 5.8 0.0 72.93 253 40 141.0 CellMax CMA-9 62 11.2 0.80 0.63 0.06.8 15.0 5.2 0.0 72.93 3153 502 140.0 Andrew 6 10 4.0 0.80 0.70 0.05.0 6.5 4.0 0.0 72.82 830 54 140.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 72.82 1870 1080 125.0 Kaelus 6 7 0.6 0.80 0.50 0.00.9 6.8 3.5 0.0 71.10 88 37 125.0 Ericsson RRUS 8843 3 72 1.6 0.80 0.50 0.01.2 13.2 10.9 0.0 71.10 119 194 125.0 Ericsson RRUS 4415 3 46 1.8 0.80 0.50 0.01.4 13.4 5.9 0.0 71.10 134 124 125.0 Ericsson RRUS 4449 3 71 2.0 0.80 0.50 0.01.5 13.2 9.4 0.0 71.10 143 192 125.0 Ericsson RRUS 4478 3 59 2.0 0.80 0.67 0.01.5 13.4 8.3 0.0 71.10 196 160 125.0 Ericsson RRUS 11 B5 3 51 2.8 0.80 0.67 0.01.6 17.0 7.2 0.0 71.10 271 137 125.0 Raycap DC9-48-60-3 16 4.8 0.80 0.67 0.02.6 18.3 10.2 0.0 71.10 465 43 125.0 Kathrein Scala 9 75 10.6 0.80 0.65 0.06.5 14.9 6.5 0.0 71.10 3012 603 125.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 71.10 1469 810 Totals 69 5199 403.6 467913026 (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 213.0 Empty Side Arm 1 0.751505.2 0.75 0.00.0 0.0 0.0 0.0 2.90 7 180 195.0 Generic Empty Mount 1 1.0000.0 1.00 0.00.0 0.0 0.0 0.0 2.85 0 0 Page 2 6/10/2020 7:07:38 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Tower Loading 175.0 Empty Pipe Mount 1 0.751265.0 0.75 0.00.0 0.0 0.0 0.0 2.79 7 151 141.0 Nokia FZHJ 6 0.80552.0 0.67 0.01.5 14.0 8.7 0.0 2.66 15 397 141.0 Nokia FRIG 3 0.80572.4 0.67 0.01.6 15.2 6.0 0.0 2.66 9 206 141.0 Nokia 3 0.80152.5 0.67 0.01.6 16.1 5.8 0.0 2.66 9 54 141.0 CellMax CMA-9 0.806211.2 0.63 0.06.8 15.0 5.2 0.0 2.66 115 670 140.0 Andrew 6 0.80104.0 0.70 0.05.0 6.5 4.0 0.0 2.66 30 72 140.0 Flat Light Sector 3 0.7540017.9 0.75 0.00.0 0.0 0.0 0.0 2.66 68 1440 125.0 Kaelus 6 0.8070.6 0.50 0.00.9 6.8 3.5 0.0 2.60 3 50 125.0 Ericsson RRUS 8843 3 0.80721.6 0.50 0.01.2 13.2 10.9 0.0 2.60 4 259 125.0 Ericsson RRUS 4415 3 0.80461.8 0.50 0.01.4 13.4 5.9 0.0 2.60 5 166 125.0 Ericsson RRUS 4449 3 0.80712.0 0.50 0.01.5 13.2 9.4 0.0 2.60 5 256 125.0 Ericsson RRUS 4478 3 0.80592.0 0.67 0.01.5 13.4 8.3 0.0 2.60 7 214 125.0 Ericsson RRUS 11 B5 3 0.80512.8 0.67 0.01.6 17.0 7.2 0.0 2.60 10 183 125.0 Raycap DC9-48-60-3 0.80164.8 0.67 0.02.6 18.3 10.2 0.0 2.60 17 58 125.0 Kathrein Scala 9 0.807510.6 0.65 0.06.5 14.9 6.5 0.0 2.60 110 805 125.0 Round Sector Frame 3 0.7530014.4 0.75 0.00.0 0.0 0.0 0.0 2.60 54 1080 Totals 69 5199 403.6 6239476 (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 213.0 Empty Side Arm 1 150 5.2 0.75 0.75 0.00.0 0.0 0.0 0.0 11.62 29 150 195.0 Generic Empty Mount 1 0 0.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.40 0 0 175.0 Empty Pipe Mount 1 126 5.0 0.75 0.75 0.00.0 0.0 0.0 0.0 11.15 27 126 141.0 Nokia FZHJ 6 55 2.0 0.80 0.67 0.01.5 14.0 8.7 0.0 10.65 59 331 141.0 Nokia FRIG 3 57 2.4 0.80 0.67 0.01.6 15.2 6.0 0.0 10.65 35 172 141.0 Nokia 3 15 2.5 0.80 0.67 0.01.6 16.1 5.8 0.0 10.65 37 45 141.0 CellMax CMA-9 62 11.2 0.80 0.63 0.06.8 15.0 5.2 0.0 10.65 460 558 140.0 Andrew 6 10 4.0 0.80 0.70 0.05.0 6.5 4.0 0.0 10.64 121 60 140.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 10.64 273 1200 125.0 Kaelus 6 7 0.6 0.80 0.50 0.00.9 6.8 3.5 0.0 10.38 13 41 125.0 Ericsson RRUS 8843 3 72 1.6 0.80 0.50 0.01.2 13.2 10.9 0.0 10.38 17 216 125.0 Ericsson RRUS 4415 3 46 1.8 0.80 0.50 0.01.4 13.4 5.9 0.0 10.38 20 138 125.0 Ericsson RRUS 4449 3 71 2.0 0.80 0.50 0.01.5 13.2 9.4 0.0 10.38 21 213 125.0 Ericsson RRUS 4478 3 59 2.0 0.80 0.67 0.01.5 13.4 8.3 0.0 10.38 29 178 125.0 Ericsson RRUS 11 B5 3 51 2.8 0.80 0.67 0.01.6 17.0 7.2 0.0 10.38 40 152 125.0 Raycap DC9-48-60-3 16 4.8 0.80 0.67 0.02.6 18.3 10.2 0.0 10.38 68 48 125.0 Kathrein Scala 9 75 10.6 0.80 0.65 0.06.5 14.9 6.5 0.0 10.38 440 671 125.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 10.38 214 900 Totals 69 5199 403.6 51991902 Page 3 6/10/2020 7:07:38 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 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 0.00 141.0 1.24" (31.5mm) 3 1.24 1.05 1 Individual100 0.00 1.00 1.00 0.00N 0.00 140.0 1 5/8" Coax 6 1.98 0.82 1 Block50 0.00 1.00 1.00 0.00N 0.00 140.0 Climbing Ladder 1 2.00 6.90 1 Individual100 0.00 1.00 1.00 0.00N 0.00 140.0 Waveguide 1 2.00 6.00 1 Individual100 0.00 1.00 1.00 0.00N 0.00 125.0 0.39" (10mm) Fiber 3 0.39 0.06 2 Individual100 0.00 1.00 1.00 0.00N 0.00 125.0 0.78" (19.7mm) 8 8 0.78 0.59 2 Individual100 0.00 1.00 1.00 0.00N 0.00 125.0 0.78" (19.7mm) 8 1 0.78 0.59 2 Individual100 0.00 1.00 1.00 0.00N 0.00 125.0 3/8" (0.38"- 3 0.38 0.23 2 Individual100 0.00 1.00 1.00 0.00N 0.00 125.0 Waveguide 1 2.00 6.00 2 Individual100 0.00 1.00 1.00 0.00N Page 4 6/10/2020 7:07:38 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 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): 0.05 0.03 8 1.00 1.60 2.40 3.00 0.05 0.04 0.03 0.03 0.03 1.30 1.00 54.33 2.12 1 ): d1): k k 0.49 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 9 9100.035157,768751 74210.00 8 2,3640.081366,0661,952 171187.50 7 3,5490.105476,3012,931 222162.50 6 5,3340.133605,8484,406 282137.50 5 7,6050.155706,6696,281 329112.50 4 8,2470.131596,0716,812 27887.50 3 9,5560.108493,3077,893 23062.50 2 10,3040.070319,1608,511 14937.50 1 11,6160.026119,9319,594 5612.50 Empty Side Arm 1820.00731,950150 15213.00 Generic Empty Mount 00.00000 0195.00 Empty Pipe Mount 1530.00522,050126 10175.00 Nokia FZHJ 4010.01046,699331 22141.00 Nokia FRIG 2080.00524,238172 11141.00 Nokia ASU9338TYP01 540.0016,30345 3141.00 CellMax CMA-BDHH/6521/E0-6 6760.01778,678558 37141.00 Andrew 950G65VTZE-M 730.0028,40060 4140.00 Flat Light Sector Frame 1,4530.037168,0001,200 78140.00 Kaelus DBC0108F1V92-1 500.0015,17541 2125.00 Ericsson RRUS 8843 B2, B66A 2620.00627,000216 13125.00 Ericsson RRUS 4415 B30 1670.00417,250138 8125.00 Ericsson RRUS 4449 B5, B12 2580.00626,625213 12125.00 Ericsson RRUS 4478 B14 2160.00522,275178 10125.00 Ericsson RRUS 11 B5 1840.00419,012152 9125.00 Raycap DC9-48-60-24-8C-EV 580.0016,00048 3125.00 Page 5 6/10/2020 7:07:38 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Equivalent Lateral Force Method Kathrein Scala 800372965 8120.01883,812670 39125.00 Round Sector Frame 1,0900.025112,500900 52125.00 54,332 4,547,088 1.000 2,119 65,778 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 9 6680.035157,768751 74210.00 8 1,7360.081366,0661,952 171187.50 7 2,6070.105476,3012,931 222162.50 6 3,9190.133605,8484,406 282137.50 5 5,5860.155706,6696,281 329112.50 4 6,0580.131596,0716,812 27887.50 3 7,0190.108493,3077,893 23062.50 2 7,5690.070319,1608,511 14937.50 1 8,5330.026119,9319,594 5612.50 Empty Side Arm 1330.00731,950150 15213.00 Generic Empty Mount 00.00000 0195.00 Empty Pipe Mount 1120.00522,050126 10175.00 Nokia FZHJ 2950.01046,699331 22141.00 Nokia FRIG 1530.00524,238172 11141.00 Nokia ASU9338TYP01 400.0016,30345 3141.00 CellMax CMA-BDHH/6521/E0-6 4960.01778,678558 37141.00 Andrew 950G65VTZE-M 530.0028,40060 4140.00 Flat Light Sector Frame 1,0670.037168,0001,200 78140.00 Kaelus DBC0108F1V92-1 370.0015,17541 2125.00 Ericsson RRUS 8843 B2, B66A 1920.00627,000216 13125.00 Ericsson RRUS 4415 B30 1230.00417,250138 8125.00 Ericsson RRUS 4449 B5, B12 1890.00626,625213 12125.00 Ericsson RRUS 4478 B14 1580.00522,275178 10125.00 Ericsson RRUS 11 B5 1350.00419,012152 9125.00 Raycap DC9-48-60-24-8C-EV 430.0016,00048 3125.00 Kathrein Scala 800372965 5960.01883,812670 39125.00 Round Sector Frame 8000.025112,500900 52125.00 54,332 4,547,088 1.000 2,119 48,319 Page 6 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Force/Stress Summary Section:25.000Height (ft):0.00Bot Elev (ft):1 1 DIAG HORIZ LEG PX - 12" DIA PIPE PSP - 3.5" x 0.216" PSP - 4.0" x 0.226"-18.54 -11.80 -272.33 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 18.45 13.56 12.52 100 100 100 100 100 100 100 34.7 35.0 568.64 0 0 0.00 0.00 47 Member X Member X Member X8345.560.001222.0735.0165.6100 100 140.4 35.0 25.57 2 1 0.00 43.55 46 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 - 12" DIA PIPE PSP - 3.5" x 0.216" PSP - 4.0" x 0.226"17.40 13.12 234.69 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 35 35 35 60 60 60 84.42 0 2 2 604.80 70.25 0 1 1 0.00 0.00 0.00 0.00 34.99 36.61 47 37 38 Member Bolt Bear Bolt Bear 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 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 248.39 1.2D + 1.0W Normal 0.00 0 213.58 0.9D + 1.0W 60 deg 0.00 0 293.35 1.2D + 1.0W Normal 575.83 55 254.24 0.9D + 1.0W 60 deg 695.79 14 0 4 2.5" A36 Num Section:25.000Height (ft):25.00Bot Elev (ft):2 1 DIAG HORIZ LEG PX - 10" DIA PIPE PSP - 3.5" x 0.216" PSP - 4.0" x 0.226"-18.53 -12.03 -226.27 1.2D + 1.0W Normal 0.9D + 1.0W 90 deg 1.2D + 1.0W 90 deg 17.97 12.26 12.52 100 100 100 100 100 100 100 41.4 35.0 464.56 0 0 0.00 0.00 48 Member X Member X Member X7945.560.001223.2535.0161.4100 100 126.9 35.0 30.81 2 1 0.00 43.55 39 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 - 10" DIA PIPE PSP - 3.5" x 0.216" PSP - 4.0" x 0.226"17.30 12.56 194.33 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 35 35 35 60 60 60 84.42 0 2 2 507.15 70.25 0 1 1 0.00 0.00 0.00 0.00 34.99 36.61 47 35 38 Member Bolt Bear Bolt Bear 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 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 201.59 1.2D + 1.0W Normal 0.00 0 172.80 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 213.58 0.9D + 1.0W 60 deg 442.65 48 0 4 1.5" A325 Num Page 7 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Force/Stress Summary Section:25.000Height (ft):50.00Bot Elev (ft):3 1 DIAG HORIZ LEG PX - 10" DIA PIPE PSP - 2.875" x 0.203 PSP - 4.0" x 0.226"-17.73 -10.78 -179.09 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 17.06 10.96 12.52 100 100 100 100 100 100 100 41.4 35.0 464.56 0 0 0.00 0.00 38 Member X Member X Member X6845.560.001225.8035.0153.2100 100 138.9 35.0 19.94 2 1 0.00 40.92 54 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 - 10" DIA PIPE PSP - 2.875" x 0.203 PSP - 4.0" x 0.226"16.65 11.30 153.24 0.9D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 35 35 35 60 60 60 84.42 0 2 2 507.15 53.68 0 1 1 0.00 0.00 0.00 0.00 32.89 36.61 45 34 30 Member Bolt Bear Bolt Bear 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 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 154.62 1.2D + 1.0W Normal 0.00 0 131.72 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 172.80 0.9D + 1.0W 60 deg 415.76 42 0 4 1.375" A325 Num Section:25.000Height (ft):75.00Bot Elev (ft):4 1 DIAG HORIZ LEG PX - 8" DIA PIPE PSP - 2.875" x 0.203 PSP - 4.0" x 0.226"-16.81 -9.60 -132.08 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 16.20 9.662 12.52 100 100 100 100 100 100 100 52.2 35.0 350.76 0 0 0.00 0.00 37 Member X Member X Member X5845.560.001228.6035.0145.5100 100 122.4 35.0 24.92 2 1 0.00 40.92 38 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 - 8" DIA PIPE PSP - 2.875" x 0.203 PSP - 4.0" x 0.226"15.93 9.96 109.27 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 35 35 35 60 60 60 84.42 0 2 2 403.20 53.68 0 1 1 0.00 0.00 0.00 0.00 32.89 36.61 43 30 27 Member Bolt Bear Bolt Bear 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 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 107.69 1.2D + 1.0W Normal 0.00 0 90.08 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 131.72 0.9D + 1.0W 60 deg 348.88 38 0 4 1.25" A325 Num Page 8 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Force/Stress Summary Section:25.000Height (ft):100.0Bot Elev (ft):5 1 DIAG HORIZ LEG PX - 8" DIA PIPE PSP - 2.375" OD x 0. PSP - 4.0" x 0.226"-16.07 -13.18 -85.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 15.41 7.709 12.52 100 100 100 100 100 100 100 52.2 35.0 350.76 0 0 0.00 0.00 24 Member X Member X Member X5045.560.001231.6335.0138.3100 100 117.5 35.0 16.62 2 1 0.00 31.05 79 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 - 8" DIA PIPE PSP - 2.375" OD x 0. PSP - 4.0" x 0.226"15.39 11.85 69.83 0.9D + 1.0W 60 deg 1.2D + 1.0W 60 deg 0.9D + 1.0W 90 deg 35 35 35 60 60 60 84.42 0 2 2 403.20 33.71 0 1 1 0.00 0.00 0.00 0.00 24.95 36.61 42 47 17 Member Bolt Bear Bolt Bear 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 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 60.53 1.2D + 1.0W Normal 0.00 0 47.78 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 90.08 0.9D + 1.0W 60 deg 274.78 33 0 4 1 1/8 A325 Num Section:25.000Height (ft):125.0Bot Elev (ft):6 1 DIAG HORIZ LEG PX - 6" DIA PIPE SAE - 4X4X0.25 PSP - 4.0" x 0.226"-10.59 -0.38 -55.50 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 16.33 12.81 6.26 100 100 100 100 100 100 100 34.2 35.0 249.20 0 0 0.00 0.00 22 Member X Member Z Member X3745.560.001228.1635.0146.6100 100 193.4 35.0 14.84 2 1 54.12 50.40 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 PX - 6" DIA PIPE SAE - 4X4X0.25 PSP - 4.0" x 0.226"11.73 0.41 45.70 0.9D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 35 35 35 60 60 60 84.42 0 2 2 264.60 61.11 0 1 1 0.00 54.12 0.00 0.00 40.50 36.61 32 1 17 Member Blk Shear Bolt Bear 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) 26.75 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 30.43 1.2D + 1.0W Normal 0.00 0 24.97 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 47.78 0.9D + 1.0W 60 deg 218.07 22 0 4 1 A325 Num Page 9 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Force/Stress Summary Section:25.000Height (ft):150.0Bot Elev (ft):7 1 DIAG HORIZ LEG PX - 5" DIA PIPE SAE - 3.5x3.5x0.25 PSP - 3.5" x 0.216"-4.16 -0.31 -28.34 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 13.96 10.21 6.26 200 100 100 100 100 200 133 81.7 35.0 136.58 0 0 0.00 0.00 20 Member X Member Z Member X1737.320.001224.1335.0144.5100 100 178.1 35.0 15.25 2 1 39.76 43.20 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 PX - 5" DIA PIPE SAE - 3.5x3.5x0.25 PSP - 3.5" x 0.216"4.58 0.30 23.13 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 35 35 35 60 60 60 70.25 0 2 2 192.15 53.24 0 1 1 0.00 39.76 0.00 0.00 34.65 29.94 15 1 12 Member Blk Shear Bolt Bear 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) 25.24 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 15.34 1.2D + 1.0W Normal 0.00 0 12.50 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 24.97 0.9D + 1.0W 60 deg 120.41 21 0 4 0.75" A325 Num Section:25.000Height (ft):175.0Bot Elev (ft):8 1 DIAG HORIZ LEG PX - 4" DIA PIPE SAE - 2.5X2.5X0.1875 PST - 2-1/2" DIA PIP -2.63 -0.18 -13.71 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 11.69 7.606 6.26 200 100 100 100 100 200 133 101.5 35.0 81.96 0 0 0.00 0.00 16 Member X Member Z Member X1529.230.001217.5235.0148.2100 100 184.4 35.0 7.59 2 1 27.61 27.00 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 PX - 4" DIA PIPE SAE - 2.5X2.5X0.1875 PST - 2-1/2" DIA PIP 2.91 0.17 11.23 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 35 35 35 60 60 60 53.68 0 2 2 138.91 28.41 0 1 1 0.00 27.61 0.00 0.00 21.60 23.39 12 1 8 Member Blk Shear Bolt Bear 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) 14.63 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 4.50 1.2D + 1.0W Normal 0.00 0 3.46 0.9D + 1.0W 60 deg 0.00 0 0.00 0.00 0 12.50 0.9D + 1.0W 60 deg 81.36 15 0 4 5/8 A325 Num Page 10 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Force/Stress Summary Section:20.000Height (ft):200.0Bot Elev (ft):9 1 DIAG HORIZ LEG PST - 2-1/2" DIA PIP SAE - 2X2X0.1875 PST - 2" DIA PIPE -1.27 -0.17 -3.65 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 8.887 5.523 5.01 200 100 100 100 100 200 133 126.9 35.0 23.53 0 0 0.00 0.00 15 Member X Member Z Member X922.180.001213.1735.0135.5100 100 168.2 35.0 7.23 2 1 27.61 27.00 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 PST - 2-1/2" DIA PIP SAE - 2X2X0.1875 PST - 2" DIA PIPE 1.24 0.16 2.88 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 35 35 35 60 60 60 33.71 0 2 2 53.68 22.52 0 1 1 0.00 27.61 0.00 0.00 21.60 17.74 7 1 5 Member Blk Shear Bolt Bear 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) 12.52 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.09 1.2D + 1.0Ev + 1.0Eh 0.00 0 0.00 0.00 0 0.00 0.00 0 3.46 0.9D + 1.0W 60 deg 81.36 4 0 4 5/8 A325 Num Page 11 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 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 0.00 292.43 -37.31016.42 00.00 1a 10.50 -113.62 -13.3612016.42 00.00 1b -10.50 -113.62 -13.3624016.42 00.00 1.2D + 1.0W 60 deg 1 -6.17 155.99 -19.62016.42 00.00 1a -20.07 155.99 4.4612016.42 00.00 1b -28.98 -246.78 -16.7324016.42 00.00 1.2D + 1.0W 90 deg 1 -7.21 21.73 -2.00016.42 00.00 1a -29.91 254.75 13.1912016.42 00.00 1b -26.73 -211.29 -11.1824016.42 00.00 0.9D + 1.0W Normal 1 0.00 286.92 -36.84016.42 00.00 1a 10.94 -119.01 -13.6312016.42 00.00 1b -10.94 -119.01 -13.6324016.42 00.00 0.9D + 1.0W 60 deg 1 -6.17 150.50 -19.11016.42 00.00 1a -19.64 150.50 4.2112016.42 00.00 1b -29.41 -252.10 -16.9824016.42 00.00 0.9D + 1.0W 90 deg 1 -7.22 16.30 -1.50016.42 00.00 1a -29.48 249.22 12.9312016.42 00.00 1b -27.16 -216.62 -11.4324016.42 00.00 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 32.82 -2.78016.42 00.00 1a -0.61 16.19 0.0412016.42 00.00 1b 0.61 16.19 0.0424016.42 00.00 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.27 27.24 -2.03016.42 00.00 1a -1.89 27.24 0.7912016.42 00.00 1b -0.16 10.73 -0.0924016.42 00.00 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.31 21.73 -1.29016.42 00.00 1a -2.31 31.28 1.1612016.42 00.00 1b -0.07 12.18 0.1424016.42 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 31.38 -3.20016.42 00.00 1a -1.32 16.04 0.5612016.42 00.00 1b 1.32 16.04 0.5624016.42 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 -0.18 26.26 -2.61016.42 00.00 1a -2.35 26.26 1.1512016.42 00.00 1b 0.72 10.93 0.4224016.42 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 -0.20 21.15 -2.02016.42 00.00 1a -2.68 30.01 1.4312016.42 00.00 1b 0.81 12.30 0.5824016.42 00.00 0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 25.76 -2.66016.42 00.00 1a -0.86 10.43 0.2912016.42 00.00 1b 0.86 10.43 0.2924016.42 00.00 0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 -0.18 20.65 -2.07016.42 00.00 1a -1.88 20.65 0.8812016.42 00.00 1b 0.26 5.32 0.1524016.42 00.00 0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 -0.20 15.54 -1.48016.42 00.00 1a -2.22 24.39 1.1612016.42 00.00 Page 12 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 1b 0.35 6.69 0.3224016.42 00.00 1.0D + 1.0W Service Normal 1 0.00 61.53 -7.35016.42 00.00 1a 0.52 -3.60 -1.4612016.42 00.00 1b -0.52 -3.60 -1.4624016.42 00.00 1.0D + 1.0W Service 60 deg 1 -1.00 39.66 -4.50016.42 00.00 1a -4.39 39.66 1.3812016.42 00.00 1b -3.46 -24.98 -2.0024016.42 00.00 1.0D + 1.0W Service 90 deg 1 -1.15 18.11 -1.67016.42 00.00 1a -5.98 55.50 2.7912016.42 00.00 1b -3.10 -19.28 -1.1224016.42 00.00 Max Uplift: Max Down: Max Shear: 252.10 (kip) 292.43 (kip) 37.31 (kip) Moment: Total Down: Total Shear: (kip-ft) (kip) (kip) 273.04 64.04 65.20 1.2D + 1.0W NormalMoment Ice: Total Down Ice: Total Shear Ice:2.70 65.20 6,666.69 (kip-ft) (kip) (kip) Page 13 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 157 mph Normal with No Ice 0.261 0.2045125.00 0.0104 0.2048 157 mph Normal with No Ice 0.309 0.2338137.50 0.0122 0.2342 157 mph Normal with No Ice 0.332 0.1972143.75 0.0093 0.1972 157 mph Normal with No Ice 0.442 0.2213175.00 0.0110 0.2213 157 mph Normal with No Ice 0.520 0.2334193.75 0.0113 0.2334 157 mph Normal with No Ice 0.618 0.2504215.00 0.0100 0.2506 157 mph 60 degree with No Ice 0.259 0.2011125.00 0.0103 0.2014 157 mph 60 degree with No Ice 0.306 0.2320137.50 -0.0122 0.2323 157 mph 60 degree with No Ice 0.328 0.1950143.75 -0.0096 0.1950 157 mph 60 degree with No Ice 0.437 0.2185175.00 -0.0111 0.2185 157 mph 60 degree with No Ice 0.514 0.2304193.75 -0.0116 0.2304 157 mph 60 degree with No Ice 0.610 0.2464215.00 -0.0115 0.2467 157 mph 90 degree with No Ice 0.259 0.2039125.00 -0.0119 0.2040 157 mph 90 degree with No Ice 0.306 0.2269137.50 -0.0137 0.2273 157 mph 90 degree with No Ice 0.328 0.2035143.75 -0.0107 0.2036 157 mph 90 degree with No Ice 0.438 0.2206175.00 -0.0130 0.2207 157 mph 90 degree with No Ice 0.515 0.2357193.75 -0.0132 0.2358 157 mph 90 degree with No Ice 0.610 0.2642215.00 -0.0127 0.2643 157 mph Normal with No Ice (Reduced DL)0.261 0.2043125.00 0.0104 0.2046 157 mph Normal with No Ice (Reduced DL)0.309 0.2336137.50 0.0122 0.2339 157 mph Normal with No Ice (Reduced DL)0.332 0.1971143.75 0.0093 0.1971 157 mph Normal with No Ice (Reduced DL)0.441 0.2211175.00 0.0110 0.2211 157 mph Normal with No Ice (Reduced DL)0.520 0.2332193.75 0.0113 0.2332 157 mph Normal with No Ice (Reduced DL)0.617 0.2502215.00 0.0100 0.2504 157 mph 60 deg with No Ice (Reduced DL)0.258 0.2011125.00 0.0103 0.2014 157 mph 60 deg with No Ice (Reduced DL)0.306 0.2319137.50 -0.0122 0.2322 157 mph 60 deg with No Ice (Reduced DL)0.328 0.1949143.75 -0.0095 0.1949 157 mph 60 deg with No Ice (Reduced DL)0.437 0.2184175.00 -0.0111 0.2184 157 mph 60 deg with No Ice (Reduced DL)0.514 0.2302193.75 -0.0116 0.2302 157 mph 60 deg with No Ice (Reduced DL)0.610 0.2463215.00 -0.0115 0.2466 157 mph 90 deg with No Ice (Reduced DL)0.259 0.2037125.00 -0.0119 0.2038 157 mph 90 deg with No Ice (Reduced DL)0.306 0.2268137.50 -0.0137 0.2272 157 mph 90 deg with No Ice (Reduced DL)0.328 0.2033143.75 -0.0107 0.2034 157 mph 90 deg with No Ice (Reduced DL)0.438 0.2205175.00 -0.0130 0.2206 157 mph 90 deg with No Ice (Reduced DL)0.515 0.2356193.75 -0.0132 0.2357 157 mph 90 deg with No Ice (Reduced DL)0.610 0.2640215.00 -0.0127 0.2640 30 mph Normal with 0.00 in Radial Ice 0.011 0.0085125.00 0.0004 0.0085 30 mph Normal with 0.00 in Radial Ice 0.013 0.0096137.50 0.0005 0.0096 30 mph Normal with 0.00 in Radial Ice 0.014 0.0078143.75 0.0004 0.0078 30 mph Normal with 0.00 in Radial Ice 0.018 0.0089175.00 0.0004 0.0089 30 mph Normal with 0.00 in Radial Ice 0.021 0.0091193.75 0.0005 0.0091 30 mph Normal with 0.00 in Radial Ice 0.025 0.0100215.00 0.0004 0.0100 30 mph 60 deg with 0.00 in Radial Ice 0.012 0.0081125.00 0.0004 0.0081 30 mph 60 deg with 0.00 in Radial Ice 0.014 0.0087137.50 0.0005 0.0087 30 mph 60 deg with 0.00 in Radial Ice 0.015 0.0079143.75 -0.0004 0.0079 30 mph 60 deg with 0.00 in Radial Ice 0.019 0.0086175.00 -0.0004 0.0086 30 mph 60 deg with 0.00 in Radial Ice 0.021 0.0091193.75 -0.0004 0.0091 30 mph 60 deg with 0.00 in Radial Ice 0.025 0.0096215.00 0.0004 0.0096 30 mph 90 deg with 0.00 in Radial Ice 0.012 0.0084125.00 -0.0005 0.0084 30 mph 90 deg with 0.00 in Radial Ice 0.014 0.0091137.50 -0.0005 0.0091 30 mph 90 deg with 0.00 in Radial Ice 0.015 0.0082143.75 -0.0004 0.0082 30 mph 90 deg with 0.00 in Radial Ice 0.019 0.0087175.00 -0.0005 0.0087 30 mph 90 deg with 0.00 in Radial Ice 0.021 0.0093193.75 -0.0005 0.0093 30 mph 90 deg with 0.00 in Radial Ice 0.025 0.0104215.00 -0.0005 0.0105 Seismic Normal M1 0.010 0.0091125.00 0.0005 0.0091 Page 14 6/10/2020 7:07:39 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:370808 Site Name: Code:ANSI/TIA-222-H Ft. Pierce, FL Customer:AT&T MOBILITY Engineering Number:OAA758467_C3_01 Seismic Normal M1 0.012 0.0085137.50 0.0004 0.0086 Seismic Normal M1 0.013 0.0085143.75 0.0004 0.0085 Seismic Normal M1 0.018 0.0098175.00 0.0005 0.0098 Seismic Normal M1 0.021 0.0100193.75 0.0005 0.0100 Seismic Normal M1 0.025 0.0108215.00 0.0005 0.0108 Seismic 60 deg M1 0.010 0.0086125.00 0.0005 0.0086 Seismic 60 deg M1 0.012 0.0084137.50 0.0004 0.0084 Seismic 60 deg M1 0.013 0.0087143.75 -0.0004 0.0087 Seismic 60 deg M1 0.018 0.0095175.00 -0.0005 0.0095 Seismic 60 deg M1 0.021 0.0101193.75 -0.0005 0.0101 Seismic 60 deg M1 0.025 0.0103215.00 0.0004 0.0103 Seismic 90 deg M1 0.010 0.0090125.00 -0.0005 0.0090 Seismic 90 deg M1 0.012 0.0085137.50 -0.0005 0.0086 Seismic 90 deg M1 0.013 0.0088143.75 -0.0005 0.0089 Seismic 90 deg M1 0.018 0.0096175.00 -0.0006 0.0096 Seismic 90 deg M1 0.021 0.0104193.75 -0.0005 0.0104 Seismic 90 deg M1 0.025 0.0113215.00 -0.0005 0.0113 Seismic (Reduced DL) Normal M1 0.010 0.0089125.00 0.0005 0.0089 Seismic (Reduced DL) Normal M1 0.012 0.0085137.50 0.0004 0.0085 Seismic (Reduced DL) Normal M1 0.013 0.0085143.75 0.0004 0.0085 Seismic (Reduced DL) Normal M1 0.018 0.0097175.00 0.0005 0.0097 Seismic (Reduced DL) Normal M1 0.021 0.0100193.75 0.0005 0.0100 Seismic (Reduced DL) Normal M1 0.025 0.0107215.00 0.0005 0.0107 Seismic (Reduced DL) 60 deg M1 0.010 0.0085125.00 0.0004 0.0085 Seismic (Reduced DL) 60 deg M1 0.012 0.0084137.50 0.0004 0.0084 Seismic (Reduced DL) 60 deg M1 0.013 0.0087143.75 -0.0004 0.0087 Seismic (Reduced DL) 60 deg M1 0.018 0.0095175.00 -0.0005 0.0095 Seismic (Reduced DL) 60 deg M1 0.021 0.0101193.75 -0.0005 0.0101 Seismic (Reduced DL) 60 deg M1 0.025 0.0103215.00 -0.0004 0.0103 Seismic (Reduced DL) 90 deg M1 0.010 0.0089125.00 -0.0005 0.0089 Seismic (Reduced DL) 90 deg M1 0.012 0.0085137.50 -0.0005 0.0085 Seismic (Reduced DL) 90 deg M1 0.013 0.0088143.75 -0.0005 0.0088 Seismic (Reduced DL) 90 deg M1 0.018 0.0096175.00 -0.0006 0.0096 Seismic (Reduced DL) 90 deg M1 0.021 0.0104193.75 -0.0005 0.0104 Seismic (Reduced DL) 90 deg M1 0.025 0.0112215.00 -0.0005 0.0112 Serviceability - 60 mph Wind Normal 0.042 0.0331125.00 0.0017 0.0331 Serviceability - 60 mph Wind Normal 0.049 0.0374137.50 0.0019 0.0375 Serviceability - 60 mph Wind Normal 0.053 0.0317143.75 0.0015 0.0317 Serviceability - 60 mph Wind Normal 0.071 0.0355175.00 0.0018 0.0355 Serviceability - 60 mph Wind Normal 0.083 0.0372193.75 0.0018 0.0372 Serviceability - 60 mph Wind Normal 0.099 0.0399215.00 0.0017 0.0399 Serviceability - 60 mph Wind 60 deg 0.041 0.0322125.00 0.0017 0.0322 Serviceability - 60 mph Wind 60 deg 0.049 0.0364137.50 -0.0019 0.0364 Serviceability - 60 mph Wind 60 deg 0.053 0.0315143.75 -0.0015 0.0315 Serviceability - 60 mph Wind 60 deg 0.070 0.0350175.00 -0.0018 0.0350 Serviceability - 60 mph Wind 60 deg 0.082 0.0368193.75 -0.0018 0.0368 Serviceability - 60 mph Wind 60 deg 0.098 0.0387215.00 -0.0017 0.0387 Serviceability - 60 mph Wind 90 deg 0.042 0.0329125.00 -0.0019 0.0329 Serviceability - 60 mph Wind 90 deg 0.049 0.0359137.50 -0.0022 0.0359 Serviceability - 60 mph Wind 90 deg 0.053 0.0328143.75 -0.0017 0.0328 Serviceability - 60 mph Wind 90 deg 0.070 0.0353175.00 -0.0021 0.0353 Serviceability - 60 mph Wind 90 deg 0.083 0.0378193.75 -0.0021 0.0378 Serviceability - 60 mph Wind 90 deg 0.098 0.0419215.00 -0.0019 0.0420 Base Shear DL+WL 292.43 37.31 DL+WL+ILAnchor Group UpLiftDL+WL 65.2065.20 64.04 2.70 6666.69 273.04 DL+WL+IL Vertical (kip)Horizontal (kip)Moment (kip-ft) DL+WL+ILDL+WL Maximum Reactions Summary Page 15