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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 :440 ft Guyed Tower ATC Site Name :Fort Pierce - OmniAmerica, FL ATC Asset Number :75123 Engineering Number :OAA754442_C3_06 Proposed Carrier :AT&T MOBILITY Carrier Site Name :FP01 Carrier Site Number :10070085 Site Location :14101 W Angle Rd Fort Pierce, FL 34945-4103 27.466300,-80.465000 County :St. Lucie Date :June 2, 2020 Max Usage :102% Result :Pass Prepared By: Adam Pittman Structural Engineer II Reviewed By: COA: 9053 Eng. Number OAA754442_C3_06 June 2, 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 OAA754442_C3_06 June 2, 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 440 ft guyed tower to reflect the change in loading by AT&T MOBILITY. Supporting Documents Tower Drawings Allied Drawing #B-12206, dated May 15, 1985 Foundation Drawing Allied Drawing #B-12207, dated May 15, 1985 Geotechnical Report GeoServices Project #21-07254, dated July 8, 2008 Modifications American Tower Corporation Job #432107H1, dated April 21, 2009 American Tower Corporation Job #46046535, dated July 11, 2011 American Tower Corporation Job #OAA753661_C6_06, dated January 30, 2020 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:155 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 OAA754442_C3_06 June 2, 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 452.0 1 Generic 20' Omni Halo Mount (1) 1 5/8" Coax OTHER 390.0 1 Dielectric TUA-C3-4/12M Side Arm (1) 1 5/8" Coax HC2 HOLDINGS, INC. 1 Raycap DC6-48-60-18-8F ("Squid") 146.0 6 Commscope SBNHH-1D85C (49.6 lb)Sector Frame (2)0.39" (10mm) Fiber Trunk (4)1 5/8" Coax (2)3/8" RET Control Cable AT&T MOBILITY Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 1 KMW KFTDR00110030 6 Triasx TBC0020FxVx 3 Ericsson RRUS12 3 Ericsson RRUS-11 1900 MHz 3 Ericsson RRUS 32 (50.8 lbs) 146.0 1 Raycap DC6-48-60-18-8C -(8)1 5/8" Coax AT&T MOBILITY Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 4 Kaelus DBC0061F1V51-1 6 Kaelus DBC0062F3V52-1 3 Ericsson RRUS 8843 B2, B66A 1 Ericsson RRUS 4415 B30 3 Ericsson RRUS 4449 B5, B12 3 Ericsson RRUS 4478 B14 2 Ericsson RRUS 32 B30 (53 lbs) 146.0 2 Raycap DC6-48-60-18-8C-EV Sector Frame (1)0.39" (10mm) Fiber Trunk (2)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 coax in the place of the existing AT&T MOBILITY coax. (4)0.78" (19.7mm) 8 AWG 6 Eng. Number OAA754442_C3_06 June 2, 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 102%Pass Diagonals 99%Pass Horizontals 77%Pass Guys 79%Pass Leg Bolts 42%Pass Foundations Reaction Component Analysis Reactions % of Usage Base Axial (kips)251.6 53% A1 Uplift (kips)108.2 95% A1 Shear (kips)118.6 81% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, 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) (°) 146.0 Ericsson RRUS 32 B30 (53 lbs)AT&T MOBILITY 0.119 0.096 0.018 *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 :Fort Pierce - AT&T MOBILITY ANSI/TIA-222-H 75123 © 2007 - 2020 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :3.50 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :440.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:155 mph no ice Site Class: D Ss: 0.05 S1: 0.03 60 mph Serviceability 1 - 5 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 7/8" SOLIDSOL 50 ksi 2 1/4" SOLID 6 - 8 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 7/8" SOLIDSOL 50 ksi 2 1/8" SOLID 9 - 11 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 7/8" SOLIDSOL 50 ksi 2" SOLID 12 - 15 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1" SOLIDSOL 50 ksi 2 1/4" SOLID 16 - 19 SOL 36 ksi 1 1/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 2 1/8" SOLID 20 - 23 SOL 36 ksi 1" SOLIDSOL 36 ksi 1 1/8" SOLIDSOL 50 ksi 1 7/8" SOLID Discrete Appurtenance Elev (ft)Type DescriptionQty 452.00 Generic 20' Omni1Whip 440.00 Halo Mount1Platform 420.00 Torque Arms1Other 390.00 Generic Flat Side Arm1Straight Arm 390.00 Dielectric TUA-C3-4/12M1Yagi 350.00 Torque Arms1Other 280.00 Torque Arms1Other 146.00 Commscope SBNHH-1D85C (49.6 6Panel 146.00 Raycap DC6-48-60-18-8C-EV2 146.00 Ericsson RRUS 32 B30 (53 lbs)2 146.00 Ericsson RRUS 4478 B143 146.00 Ericsson RRUS 4449 B5, B123 146.00 Ericsson RRUS 4415 B301 146.00 Ericsson RRUS 8843 B2, B66A3 146.00 Raycap DC6-48-60-18-8F ("Squid1 146.00 Kaelus DBC0062F3V52-16 146.00 Kaelus DBC0061F1V51-14 143.00 Flat Light Sector Frame3Mounting Frame Linear Appurtenance Elev (ft) From DescriptionToQty 0.00 452.00 1 5/8" Coax1 0.00 440.00 Waveguide2 0.00 390.00 1 5/8" Coax1 0.00 146.00 3/8" (0.38"- 9.5mm) 2 0.00 146.00 1 5/8" Coax4 0.00 146.00 0.78" (19.7mm) 8 AWG6 0.00 146.00 0.39" (10mm) Fiber T3 Job Information Tower : Code : Client : Location :Fort Pierce - AT&T MOBILITY ANSI/TIA-222-H 75123 © 2007 - 2020 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :3.50 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :440.00 ft Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00295.00 0 108.15 118.59 0.00295.00 240 108.15 118.59 0.00295.00 120 108.15 118.59 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 251.58 0.48 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Analysis Parameters Height (ft): Bottom Face Width (ft):3.50 Top Face Width (ft):3.50 Shape:Triangle Tower Type:Guyed 440 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-H Tower Manufacturer:Allied Tower St. Lucie County, FL 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: 155 mph 0 mph 60 mph Risk Category: Exposure Category:C II Method 1Topographic Factor Procedure: HMSL:24.00 ft Seismic Parameters (sec):8 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.054 :d1S 0.045 :1S p:1.3 0.97Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.030 :0.030TL a :S : ds : V :CS CS CS0.051 0.028 Load Cases 1.2D + 1.0W Normal 155 mph Normal with No Ice 1.2D + 1.0W 60 deg 155 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 155 mph 90 degree with No Ice 1.2D + 1.0W 120 deg 155 mph 120 degree with No Ice 1.2D + 1.0W 180 deg 155 mph 180 degree with No Ice 1.2D + 1.0W 210 deg 155 mph 210 degree with No Ice 1.2D + 1.0W 240 deg 155 mph 240 degree with No Ice 1.2D + 1.0W 300 deg 155 mph 300 degree with No Ice 1.2D + 1.0W 330 deg 155 mph 330 degree with No 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 1.2D + 1.0Ev + 1.0Eh 120 deg Seismic 120 deg 1.2D + 1.0Ev + 1.0Eh 180 deg Seismic 180 deg 1.2D + 1.0Ev + 1.0Eh 210 deg Seismic 210 deg 1.2D + 1.0Ev + 1.0Eh 240 deg Seismic 240 deg 1.2D + 1.0Ev + 1.0Eh 300 deg Seismic 300 deg 1.2D + 1.0Ev + 1.0Eh 330 deg Seismic 330 deg Page 1 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Analysis Parameters 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 0.9D - 1.0Ev + 1.0Eh 120 deg Seismic (Reduced DL) 120 deg 0.9D - 1.0Ev + 1.0Eh 180 deg Seismic (Reduced DL) 180 deg 0.9D - 1.0Ev + 1.0Eh 210 deg Seismic (Reduced DL) 210 deg 0.9D - 1.0Ev + 1.0Eh 240 deg Seismic (Reduced DL) 240 deg 0.9D - 1.0Ev + 1.0Eh 300 deg Seismic (Reduced DL) 300 deg 0.9D - 1.0Ev + 1.0Eh 330 deg Seismic (Reduced DL) 330 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 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 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 452.0 Generic 20' Omni 1 55 6.0 1.00 1.00 0.020.0 3.0 3.0 0.0 90.82 463 66 440.0 Halo Mount 1 3000 59.8 1.00 1.00 0.00.0 0.0 0.0 0.0 90.30 4590 3600 420.0 Torque Arms 1 350 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 89.42 760 420 390.0 Generic Flat Side 1 188 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 88.04 471 225 390.0 Dielectric TUA-C3-1 357 51.2 1.00 1.00 0.014.6 34.5 34.5 0.0 88.04 3835 428 350.0 Torque Arms 1 350 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 86.06 731 420 280.0 Torque Arms 1 350 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 82.11 698 420 146.0 Kaelus 4 13 0.4 0.80 0.50 0.00.7 6.2 3.2 0.0 71.59 40 61 146.0 Kaelus 6 13 0.7 0.80 0.50 0.00.8 8.8 2.6 0.0 71.59 104 95 146.0 Raycap DC6-48-60-1 32 1.5 0.80 1.00 0.02.0 11.0 11.0 0.0 71.59 72 38 146.0 Ericsson RRUS 8843 3 72 1.6 0.80 0.50 0.01.2 13.2 10.9 0.0 71.59 120 259 146.0 Ericsson RRUS 4415 1 46 1.8 0.80 1.00 0.01.4 13.4 5.9 0.0 71.59 90 55 146.0 Ericsson RRUS 4449 3 71 2.0 0.80 0.50 0.01.5 13.2 9.4 0.0 71.59 144 256 146.0 Ericsson RRUS 4478 3 59 2.0 0.80 0.67 0.01.5 13.4 8.3 0.0 71.59 198 214 146.0 Ericsson RRUS 32 2 53 2.7 0.80 0.67 0.02.3 12.1 7.0 0.0 71.59 179 127 146.0 Raycap DC6-48-60-2 16 4.8 0.80 0.75 0.02.6 18.3 10.2 0.0 71.59 350 38 146.0 Commscope SBNHH-6 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 71.59 2329 357 143.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 71.28 1635 1440 Totals 41 7100 316.6 852016807 (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 452.0 Generic 20' Omni 1 55 6.0 1.00 1.00 0.020.0 3.0 3.0 0.0 13.61 69 55 440.0 Halo Mount 1 3000 59.8 1.00 1.00 0.00.0 0.0 0.0 0.0 13.53 688 3000 420.0 Torque Arms 1 350 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 13.40 114 350 390.0 Generic Flat Side 1 188 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 13.19 71 188 390.0 Dielectric TUA-C3-1 357 51.2 1.00 1.00 0.014.6 34.5 34.5 0.0 13.19 575 357 350.0 Torque Arms 1 350 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.90 110 350 280.0 Torque Arms 1 350 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.30 105 350 146.0 Kaelus 4 13 0.4 0.80 0.50 0.00.7 6.2 3.2 0.0 10.73 6 51 146.0 Kaelus 6 13 0.7 0.80 0.50 0.00.8 8.8 2.6 0.0 10.73 16 79 146.0 Raycap DC6-48-60-1 32 1.5 0.80 1.00 0.02.0 11.0 11.0 0.0 10.73 11 32 146.0 Ericsson RRUS 8843 3 72 1.6 0.80 0.50 0.01.2 13.2 10.9 0.0 10.73 18 216 146.0 Ericsson RRUS 4415 1 46 1.8 0.80 1.00 0.01.4 13.4 5.9 0.0 10.73 13 46 146.0 Ericsson RRUS 4449 3 71 2.0 0.80 0.50 0.01.5 13.2 9.4 0.0 10.73 22 213 146.0 Ericsson RRUS 4478 3 59 2.0 0.80 0.67 0.01.5 13.4 8.3 0.0 10.73 30 178 146.0 Ericsson RRUS 32 2 53 2.7 0.80 0.67 0.02.3 12.1 7.0 0.0 10.73 27 106 146.0 Raycap DC6-48-60-2 16 4.8 0.80 0.75 0.02.6 18.3 10.2 0.0 10.73 52 32 146.0 Commscope SBNHH-6 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 10.73 349 298 143.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 10.68 245 1200 Totals 41 7100 316.6 71002518 Page 3 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 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 0.00 452.0 1 5/8" Coax 1 1.98 0.82 None Individual100 0.00 1.00 1.00 0.00N 0.00 440.0 Waveguide 2 1.00 6.00 2,3 Individual100 0.00 1.00 1.00 0.00N 0.00 390.0 1 5/8" Coax 1 1.98 0.82 None Individual100 0.00 1.00 1.00 0.00N 0.00 146.0 0.39" (10mm) Fiber 3 0.39 0.06 1 Block50 0.00 1.00 1.00 0.00N 0.00 146.0 0.78" (19.7mm) 8 6 0.78 0.59 1 Individual100 0.00 1.00 1.00 0.01N 0.00 146.0 1 5/8" Coax 4 1.98 0.82 1 Block66 0.00 1.00 1.00 0.00N 0.00 146.0 3/8" (0.38"- 2 0.38 0.23 None Individual100 0.00 1.00 1.00 0.00N Page 4 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W Normal 155 mph Normal with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.001.002.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.001.002.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.001.002.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.001.002.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17867.370.01.001.002.720.1640.00011.2290.875 018490.0020.04 1316 11 190.00 75.67 460 15365.970.01.001.002.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.001.002.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.001.002.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22686.950.01.001.002.750.1550.00010.5370.875 018580.0019.13 1136 7 110.00 67.45 1093 20846.210.01.001.002.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.001.002.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 20197.190.01.001.002.730.1600.00010.9440.875 019640.0019.66 1025 4 50.00 57.13 926 17926.450.01.001.002.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.001.002.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.001.002.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 316 5202.330.01.001.002.320.2900.0003.8160.000 06440.005.41 204 38581 0 40671 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 60 deg 155 mph 60 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.000.802.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.000.802.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.000.802.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.000.802.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17557.190.01.000.802.720.1640.00011.2290.875 018490.0019.56 1285 11 190.00 75.67 460 15365.970.01.000.802.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.000.802.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.000.802.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22396.770.01.000.802.750.1550.00010.5370.875 018580.0018.65 1107 7 110.00 67.45 1093 20846.210.01.000.802.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.000.802.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 19947.020.01.000.802.730.1600.00010.9440.875 019640.0019.19 1000 4 50.00 57.13 926 17926.450.01.000.802.770.1520.00011.1860.000 018710.0017.84 866 Page 5 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 3 30.00 51.31 831 16096.450.01.000.802.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.000.802.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.000.802.320.2900.0003.8160.000 06440.005.41 204 38581 0 40515 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 90 deg 155 mph 90 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.000.852.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.000.852.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.000.852.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.000.852.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17637.230.01.000.852.720.1640.00011.2290.875 018490.0019.68 1293 11 190.00 75.67 460 15365.970.01.000.852.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.000.852.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.000.852.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22476.820.01.000.852.750.1550.00010.5370.875 018580.0018.77 1114 7 110.00 67.45 1093 20846.210.01.000.852.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.000.852.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 20007.060.01.000.852.730.1600.00010.9440.875 019640.0019.30 1006 4 50.00 57.13 926 17926.450.01.000.852.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.000.852.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.000.852.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.000.852.320.2900.0003.8160.000 06440.005.41 204 38581 0 40536 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 120 deg 155 mph 120 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.001.002.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.001.002.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.001.002.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.001.002.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17867.370.01.001.002.720.1640.00011.2290.875 018490.0020.04 1316 11 190.00 75.67 460 15365.970.01.001.002.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.001.002.800.1410.00010.3720.000 014870.0016.73 1051 Page 6 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 9 150.00 72.00 656 16805.970.01.001.002.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22686.950.01.001.002.750.1550.00010.5370.875 018580.0019.13 1136 7 110.00 67.45 1093 20846.210.01.001.002.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.001.002.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 20197.190.01.001.002.730.1600.00010.9440.875 019640.0019.66 1025 4 50.00 57.13 926 17926.450.01.001.002.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.001.002.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.001.002.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.001.002.320.2900.0003.8160.000 06440.005.41 204 38581 0 40600 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 180 deg 155 mph 180 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.000.802.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.000.802.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.000.802.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.000.802.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17557.190.01.000.802.720.1640.00011.2290.875 018490.0019.56 1285 11 190.00 75.67 460 15365.970.01.000.802.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.000.802.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.000.802.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22396.770.01.000.802.750.1550.00010.5370.875 018580.0018.65 1107 7 110.00 67.45 1093 20846.210.01.000.802.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.000.802.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 19947.020.01.000.802.730.1600.00010.9440.875 019640.0019.19 1000 4 50.00 57.13 926 17926.450.01.000.802.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.000.802.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.000.802.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.000.802.320.2900.0003.8160.000 06440.005.41 204 38581 0 40515 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 210 deg 155 mph 210 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.000.852.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.000.852.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.000.852.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.000.852.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1343 Page 7 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 15 270.00 81.48 495 17586.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17637.230.01.000.852.720.1640.00011.2290.875 018490.0019.68 1293 11 190.00 75.67 460 15365.970.01.000.852.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.000.852.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.000.852.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22476.820.01.000.852.750.1550.00010.5370.875 018580.0018.77 1114 7 110.00 67.45 1093 20846.210.01.000.852.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.000.852.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 20007.060.01.000.852.730.1600.00010.9440.875 019640.0019.30 1006 4 50.00 57.13 926 17926.450.01.000.852.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.000.852.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.000.852.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.000.852.320.2900.0003.8160.000 06440.005.41 204 38581 0 40536 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 240 deg 155 mph 240 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.001.002.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.001.002.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.001.002.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.001.002.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.001.002.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.001.002.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17867.370.01.001.002.720.1640.00011.2290.875 018490.0020.04 1316 11 190.00 75.67 460 15365.970.01.001.002.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.001.002.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.001.002.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22686.950.01.001.002.750.1550.00010.5370.875 018580.0019.13 1136 7 110.00 67.45 1093 20846.210.01.001.002.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.001.002.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 20197.190.01.001.002.730.1600.00010.9440.875 019640.0019.66 1025 4 50.00 57.13 926 17926.450.01.001.002.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.001.002.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.001.002.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.001.002.320.2900.0003.8160.000 06440.005.41 204 38581 0 40600 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 300 deg 155 mph 300 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.000.802.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.000.802.780.1470.00010.7830.000 015670.0017.29 1308 Page 8 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 21 390.00 88.04 624 19186.220.01.000.802.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.000.802.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.000.802.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.000.802.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17557.190.01.000.802.720.1640.00011.2290.875 018490.0019.56 1285 11 190.00 75.67 460 15365.970.01.000.802.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.000.802.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.000.802.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22396.770.01.000.802.750.1550.00010.5370.875 018580.0018.65 1107 7 110.00 67.45 1093 20846.210.01.000.802.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.000.802.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 19947.020.01.000.802.730.1600.00010.9440.875 019640.0019.19 1000 4 50.00 57.13 926 17926.450.01.000.802.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.000.802.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.000.802.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.000.802.320.2900.0003.8160.000 06440.005.41 204 38581 0 40515 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.2D + 1.0W 330 deg 155 mph 330 degree with No Ice T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 89.87 486 18076.220.01.000.852.780.1470.00010.7830.000 015670.0017.29 1321 22 410.00 88.97 481 17896.220.01.000.852.780.1470.00010.7830.000 015670.0017.29 1308 21 390.00 88.04 624 19186.220.01.000.852.780.1470.00010.7830.000 015770.0017.29 1294 20 370.00 87.07 764 20446.220.01.000.852.780.1470.00010.7830.000 015860.0017.29 1280 19 350.00 86.06 755 21527.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1397 18 330.00 85.00 746 21267.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1380 17 310.00 83.89 736 20987.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1362 16 290.00 82.72 503 18467.030.01.000.852.720.1650.00012.1210.000 019230.0019.10 1343 15 270.00 81.48 495 17586.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1262 14 250.00 80.17 487 17296.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1242 13 230.00 78.78 479 16996.620.01.000.852.750.1560.00011.4710.000 017560.0018.23 1220 12 210.00 77.28 470 17637.230.01.000.852.720.1640.00011.2290.875 018490.0019.68 1293 11 190.00 75.67 460 15365.970.01.000.852.800.1410.00010.3720.000 014870.0016.73 1076 10 170.00 73.92 449 15015.970.01.000.852.800.1410.00010.3720.000 014870.0016.73 1051 9 150.00 72.00 656 16805.970.01.000.852.800.1410.00010.3720.000 015410.0016.73 1024 8 130.00 69.86 1132 22476.820.01.000.852.750.1550.00010.5370.875 018580.0018.77 1114 7 110.00 67.45 1093 20846.210.01.000.852.780.1470.00010.7790.000 017660.0017.29 991 6 90.00 64.66 1048 19986.210.01.000.852.780.1470.00010.7790.000 017660.0017.29 950 5 70.00 61.32 994 20007.060.01.000.852.730.1600.00010.9440.875 019640.0019.30 1006 4 50.00 57.13 926 17926.450.01.000.852.770.1520.00011.1860.000 018710.0017.84 866 3 30.00 51.31 831 16096.450.01.000.852.770.1520.00011.1860.000 018710.0017.84 778 2 13.40 44.40 475 9134.180.01.000.852.780.1490.0007.2490.000 012210.0011.59 437 1 3.40 44.40 244 4492.330.01.000.852.320.2900.0003.8160.000 06440.005.41 204 38581 0 40536 Page 9 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.001.002.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.001.002.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.001.002.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.001.002.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2687.370.01.001.002.720.1640.00011.2290.875 015410.0020.04 197 11 190.00 11.34 69 2305.970.01.001.002.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.001.002.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.001.002.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3406.950.01.001.002.750.1550.00010.5370.875 015490.0019.13 170 7 110.00 10.11 164 3126.210.01.001.002.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.001.002.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 3037.190.01.001.002.730.1600.00010.9440.875 016360.0019.66 154 4 50.00 8.56 139 2696.450.01.001.002.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.001.002.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.001.002.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.001.002.320.2900.0003.8160.000 05370.005.41 31 32151 0 5883 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.000.802.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.000.802.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.000.802.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.000.802.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2637.190.01.000.802.720.1640.00011.2290.875 015410.0019.56 193 11 190.00 11.34 69 2305.970.01.000.802.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.000.802.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.000.802.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3366.770.01.000.802.750.1550.00010.5370.875 015490.0018.65 166 7 110.00 10.11 164 3126.210.01.000.802.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.000.802.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 2997.020.01.000.802.730.1600.00010.9440.875 016360.0019.19 150 4 50.00 8.56 139 2696.450.01.000.802.770.1520.00011.1860.000 015590.0017.84 130 Page 10 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 3 30.00 7.69 125 2416.450.01.000.802.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.000.802.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.000.802.320.2900.0003.8160.000 05370.005.41 31 32151 0 5870 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.000.852.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.000.852.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.000.852.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.000.852.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2647.230.01.000.852.720.1640.00011.2290.875 015410.0019.68 194 11 190.00 11.34 69 2305.970.01.000.852.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.000.852.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.000.852.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3376.820.01.000.852.750.1550.00010.5370.875 015490.0018.77 167 7 110.00 10.11 164 3126.210.01.000.852.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.000.852.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 3007.060.01.000.852.730.1600.00010.9440.875 016360.0019.30 151 4 50.00 8.56 139 2696.450.01.000.852.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.000.852.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.000.852.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.000.852.320.2900.0003.8160.000 05370.005.41 31 32151 0 5873 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.001.002.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.001.002.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.001.002.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.001.002.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2687.370.01.001.002.720.1640.00011.2290.875 015410.0020.04 197 11 190.00 11.34 69 2305.970.01.001.002.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.001.002.800.1410.00010.3720.000 012390.0016.73 158 Page 11 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 9 150.00 10.79 98 2525.970.01.001.002.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3406.950.01.001.002.750.1550.00010.5370.875 015490.0019.13 170 7 110.00 10.11 164 3126.210.01.001.002.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.001.002.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 3037.190.01.001.002.730.1600.00010.9440.875 016360.0019.66 154 4 50.00 8.56 139 2696.450.01.001.002.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.001.002.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.001.002.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.001.002.320.2900.0003.8160.000 05370.005.41 31 32151 0 5883 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.000.802.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.000.802.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.000.802.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.000.802.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2637.190.01.000.802.720.1640.00011.2290.875 015410.0019.56 193 11 190.00 11.34 69 2305.970.01.000.802.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.000.802.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.000.802.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3366.770.01.000.802.750.1550.00010.5370.875 015490.0018.65 166 7 110.00 10.11 164 3126.210.01.000.802.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.000.802.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 2997.020.01.000.802.730.1600.00010.9440.875 016360.0019.19 150 4 50.00 8.56 139 2696.450.01.000.802.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.000.802.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.000.802.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.000.802.320.2900.0003.8160.000 05370.005.41 31 32151 0 5870 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.000.852.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.000.852.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.000.852.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.000.852.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 201 Page 12 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 15 270.00 12.21 74 2636.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2647.230.01.000.852.720.1640.00011.2290.875 015410.0019.68 194 11 190.00 11.34 69 2305.970.01.000.852.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.000.852.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.000.852.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3376.820.01.000.852.750.1550.00010.5370.875 015490.0018.77 167 7 110.00 10.11 164 3126.210.01.000.852.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.000.852.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 3007.060.01.000.852.730.1600.00010.9440.875 016360.0019.30 151 4 50.00 8.56 139 2696.450.01.000.852.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.000.852.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.000.852.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.000.852.320.2900.0003.8160.000 05370.005.41 31 32151 0 5873 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.001.002.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.001.002.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.001.002.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.001.002.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.001.002.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.001.002.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2687.370.01.001.002.720.1640.00011.2290.875 015410.0020.04 197 11 190.00 11.34 69 2305.970.01.001.002.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.001.002.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.001.002.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3406.950.01.001.002.750.1550.00010.5370.875 015490.0019.13 170 7 110.00 10.11 164 3126.210.01.001.002.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.001.002.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 3037.190.01.001.002.730.1600.00010.9440.875 016360.0019.66 154 4 50.00 8.56 139 2696.450.01.001.002.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.001.002.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.001.002.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.001.002.320.2900.0003.8160.000 05370.005.41 31 32151 0 5883 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.000.802.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.000.802.780.1470.00010.7830.000 013060.0017.29 196 Page 13 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Section Forces 21 390.00 13.19 67 2616.220.01.000.802.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.000.802.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.000.802.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.000.802.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2637.190.01.000.802.720.1640.00011.2290.875 015410.0019.56 193 11 190.00 11.34 69 2305.970.01.000.802.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.000.802.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.000.802.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3366.770.01.000.802.750.1550.00010.5370.875 015490.0018.65 166 7 110.00 10.11 164 3126.210.01.000.802.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.000.802.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 2997.020.01.000.802.730.1600.00010.9440.875 016360.0019.19 150 4 50.00 8.56 139 2696.450.01.000.802.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.000.802.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.000.802.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.000.802.320.2900.0003.8160.000 05370.005.41 31 32151 0 5870 Section (ft) Elev.Q (sf) A A (sf)(sf) Ice A e C D D (sf) A EPA (sf)(sf) EPA Wt. (lb)(lb) Ice Wt.F (lb)(lb) F Force (lb) LoadCase 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg T Gust Response Factor (Gh): Wind Importance Factor (Iw) :1.00 0.85 (psf)(in) z f r r f f r iz e a ai st a 23 430.00 13.47 55 2536.220.01.000.852.780.1470.00010.7830.000 013060.0017.29 198 22 410.00 13.33 54 2506.220.01.000.852.780.1470.00010.7830.000 013060.0017.29 196 21 390.00 13.19 67 2616.220.01.000.852.780.1470.00010.7830.000 013140.0017.29 194 20 370.00 13.05 79 2716.220.01.000.852.780.1470.00010.7830.000 013220.0017.29 192 19 350.00 12.90 78 2887.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 209 18 330.00 12.74 77 2847.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 207 17 310.00 12.57 76 2817.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 204 16 290.00 12.39 75 2777.030.01.000.852.720.1650.00012.1210.000 016020.0019.10 201 15 270.00 12.21 74 2636.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 189 14 250.00 12.01 73 2596.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 186 13 230.00 11.80 72 2556.620.01.000.852.750.1560.00011.4710.000 014630.0018.23 183 12 210.00 11.58 70 2647.230.01.000.852.720.1640.00011.2290.875 015410.0019.68 194 11 190.00 11.34 69 2305.970.01.000.852.800.1410.00010.3720.000 012390.0016.73 161 10 170.00 11.08 67 2255.970.01.000.852.800.1410.00010.3720.000 012390.0016.73 158 9 150.00 10.79 98 2525.970.01.000.852.800.1410.00010.3720.000 012840.0016.73 153 8 130.00 10.47 170 3376.820.01.000.852.750.1550.00010.5370.875 015490.0018.77 167 7 110.00 10.11 164 3126.210.01.000.852.780.1470.00010.7790.000 014710.0017.29 149 6 90.00 9.69 157 2996.210.01.000.852.780.1470.00010.7790.000 014710.0017.29 142 5 70.00 9.19 149 3007.060.01.000.852.730.1600.00010.9440.875 016360.0019.30 151 4 50.00 8.56 139 2696.450.01.000.852.770.1520.00011.1860.000 015590.0017.84 130 3 30.00 7.69 125 2416.450.01.000.852.770.1520.00011.1860.000 015590.0017.84 117 2 13.40 6.65 71 1374.180.01.000.852.780.1490.0007.2490.000 010170.0011.59 66 1 3.40 6.65 37 672.330.01.000.852.320.2900.0003.8160.000 05370.005.41 31 32151 0 5873 Page 14 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 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 1.23 39.25 1.53 1 ): d1): k k 0.97 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 23 1,5810.0672,304,851,306 102430.00 22 1,5810.0632,173,401,306 96410.00 21 1,5910.0592,056,281,314 91390.00 20 1,6010.0561,939,081,322 86370.00 19 1,9400.0632,194,721,602 97350.00 18 1,9400.0592,041,151,602 90330.00 17 1,9400.0551,889,721,602 84310.00 16 1,9400.0501,740,561,602 77290.00 15 1,7720.0421,455,481,463 64270.00 14 1,7720.0381,323,721,463 58250.00 13 1,7720.0341,194,401,463 53230.00 12 1,8660.0321,124,011,541 50210.00 11 1,5010.023799,2961,239 35190.00 10 1,5010.020696,8711,239 31170.00 9 1,5550.018618,7891,284 27150.00 8 1,8750.018625,5211,549 28130.00 7 1,7820.014483,7051,471 21110.00 6 1,7820.011377,6881,471 1790.00 5 1,9810.009308,0891,636 1470.00 4 1,8880.006193,8741,559 950.00 3 1,8880.003103,2761,559 530.00 2 1,2320.00124,9391,017 113.40 1 6500.0002,422537 03.40 Generic 20' Omni 670.00399,88155 4440.00 Halo Mount 3,6330.1575,448,073,000 241440.00 Page 15 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Equivalent Lateral Force Method Torque Arms 4240.017600,180350 27420.00 Generic Flat Side Arm 2270.008293,450188 13390.00 Dielectric TUA-C3-4/12M 4320.016558,728357 25390.00 Torque Arms 4240.014479,356350 21350.00 Torque Arms 4240.011364,064350 16280.00 Kaelus DBC0061F1V51-1 620.00123,67651 1146.00 Kaelus DBC0062F3V52-1 960.00136,91279 2146.00 Raycap DC6-48-60-18-8F ("Squid")390.00014,82132 1146.00 Ericsson RRUS 8843 B2, B66A 2620.003100,668216 4146.00 Ericsson RRUS 4415 B30 560.00121,43946 1146.00 Ericsson RRUS 4449 B5, B12 2580.00399,270213 4146.00 Ericsson RRUS 4478 B14 2160.00283,051178 4146.00 Ericsson RRUS 32 B30 (53 lbs)1280.00149,402106 2146.00 Raycap DC6-48-60-18-8C-EV 390.00014,91432 1146.00 Commscope SBNHH-1D85C (49.6 lb)3600.004138,698298 6146.00 Flat Light Sector Frame 1,4530.016545,1331,200 24143.00 39,251 34,643,629 1.000 1,531 47,528 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 23 1,1610.0672,304,851,306 102430.00 22 1,1610.0632,173,411,306 96410.00 21 1,1680.0592,056,281,314 91390.00 20 1,1750.0561,939,081,322 86370.00 19 1,4250.0632,194,721,602 97350.00 18 1,4250.0592,041,151,602 90330.00 17 1,4250.0551,889,721,602 84310.00 16 1,4250.0501,740,561,602 77290.00 15 1,3010.0421,455,481,463 64270.00 14 1,3010.0381,323,721,463 58250.00 13 1,3010.0341,194,401,463 53230.00 12 1,3700.0321,124,011,541 50210.00 11 1,1020.023799,2961,239 35190.00 10 1,1020.020696,8711,239 31170.00 9 1,1420.018618,7891,284 27150.00 8 1,3770.018625,5211,549 28130.00 7 1,3080.014483,7051,471 21110.00 6 1,3080.011377,6881,471 1790.00 5 1,4550.009308,0891,636 1470.00 4 1,3860.006193,8741,559 950.00 3 1,3860.003103,2761,559 530.00 2 9050.00124,9391,017 113.40 1 4770.0002,422537 03.40 Generic 20' Omni 490.00399,88155 4440.00 Halo Mount 2,6670.1575,448,073,000 241440.00 Torque Arms 3110.017600,180350 27420.00 Generic Flat Side Arm 1670.008293,450188 13390.00 Dielectric TUA-C3-4/12M 3170.016558,728357 25390.00 Torque Arms 3110.014479,356350 21350.00 Torque Arms 3110.011364,064350 16280.00 Kaelus DBC0061F1V51-1 450.00123,67651 1146.00 Kaelus DBC0062F3V52-1 700.00136,91279 2146.00 Page 16 6/2/2020 3:25:00 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Equivalent Lateral Force Method Raycap DC6-48-60-18-8F ("Squid")280.00014,82132 1146.00 Ericsson RRUS 8843 B2, B66A 1920.003100,668216 4146.00 Ericsson RRUS 4415 B30 410.00121,43946 1146.00 Ericsson RRUS 4449 B5, B12 1890.00399,270213 4146.00 Ericsson RRUS 4478 B14 1580.00283,051178 4146.00 Ericsson RRUS 32 B30 (53 lbs)940.00149,402106 2146.00 Raycap DC6-48-60-18-8C-EV 280.00014,91432 1146.00 Commscope SBNHH-1D85C (49.6 lb)2650.004138,698298 6146.00 Flat Light Sector Frame 1,0670.016545,1331,200 24143.00 39,251 34,643,631 1.000 1,531 34,899 Page 17 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:6.792Height (ft):0.00Bot Elev (ft):1 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID -1.86 0.00 -95.29 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 2.161 0.000 1.77 100 0 95 95 0 100 100 37.8 50.0 161.18 0 0 0.00 0.00 59 Member X Member X130.000.000014.0436.078.895 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 0.61 15.14 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 3 77 0 Member Member 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 87.58 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:13.208Height (ft):6.79Bot Elev (ft):2 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -3.16 -0.86 -100.29 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 78 Member X Member X Member X690.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 9 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 2.42 1.00 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 12 5 0 Member Member 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 101.89 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 18 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):20.00Bot Elev (ft):3 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -2.52 -0.38 -106.72 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 84 Member X Member X Member X550.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 1.55 0.92 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 7 4 0 Member Member 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 107.01 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):40.00Bot Elev (ft):4 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -2.49 -0.59 -106.17 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 83 Member X Member X Member X540.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 6 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 1.75 0.79 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 8 4 0 Member Member 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 97.18 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 19 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):60.00Bot Elev (ft):5 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -4.32 -1.28 -94.91 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 74 Member X Member X Member X950.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 13 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 3.13 1.26 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 16 6 0 Member Member 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 94.05 1.2D + 1.0W 210 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):80.00Bot Elev (ft):6 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -3.19 -0.60 -100.38 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 92 Member X Member X Member X700.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 6 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 2.54 1.18 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 13 6 0 Member Member 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 101.53 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 20 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):100.0Bot Elev (ft):7 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -2.45 -0.68 -100.73 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 92 Member X Member X Member X540.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 7 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 1.68 0.83 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 8 4 0 Member Member 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 95.07 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):120.0Bot Elev (ft):8 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -4.50 -0.98 -94.66 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 87 Member X Member X Member X990.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 10 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 3.23 1.31 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 16 6 0 Member Member 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 87.02 1.2D + 1.0W 210 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 21 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):140.0Bot Elev (ft):9 48M DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -7.50 -2.71 -87.12 1.2D + 1.0W 90 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 77.0 50.0 91.64 0 0 0.00 0.00 95 Member X Member X User Input490.000.000015.210.00.095 96 119.8 36.0 9.15 0 0 0.00 0.00 29 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 7.81 2.82 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 40 14 0 Member Member 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 84.74 1.2D + 1.0W 330 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):160.0Bot Elev (ft):10 48M DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -1.60 -0.36 -87.16 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 77.0 50.0 91.64 0 0 0.00 0.00 95 Member X Member X Member X350.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 3 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 1.05 0.59 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 5 3 0 Member Member 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 87.53 1.2D + 1.0W 60 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 22 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):180.0Bot Elev (ft):11 48M DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 7/8" SOLID -3.25 -0.68 -86.78 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 77.0 50.0 91.64 0 0 0.00 0.00 94 Member X Member X Member X710.000.00004.5336.0173.295 96 119.8 36.0 9.15 0 0 0.00 0.00 7 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 SOL - 7/8" SOLID SOL - 7/8" SOLID 2.70 1.28 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 19.48 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 13 6 0 Member Member 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 78.26 1.2D + 1.0W 300 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):200.0Bot Elev (ft):12 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 1" SOLID -4.09 -1.34 -76.32 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 60 Member X Member X Member X520.000.00007.7336.0151.595 96 119.8 36.0 9.15 0 0 0.00 0.00 14 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 SOL - 7/8" SOLID SOL - 1" SOLID 3.21 1.16 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 25.45 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 12 5 0 Member Member 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 75.28 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 23 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):220.0Bot Elev (ft):13 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 1" SOLID -1.68 -0.18 -78.98 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 62 Member X Member X Member X210.000.00007.7336.0151.595 96 119.8 36.0 9.15 0 0 0.00 0.00 1 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 SOL - 7/8" SOLID SOL - 1" SOLID 0.78 0.60 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 25.45 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 3 3 0 Member Member 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 79.98 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):240.0Bot Elev (ft):14 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 1" SOLID -2.86 -0.50 -92.49 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 72 Member X Member X Member X370.000.00007.7336.0151.595 96 119.8 36.0 9.15 0 0 0.00 0.00 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 SOL - 7/8" SOLID SOL - 1" SOLID 2.05 1.12 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 25.45 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 8 5 0 Member Member 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 94.35 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 24 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):260.0Bot Elev (ft):15 48M DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 1" SOLID -7.48 -1.59 -110.37 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 68.4 50.0 127.03 0 0 0.00 0.00 86 Member X Member X Member X960.000.00007.7336.0151.595 96 119.8 36.0 9.15 0 0 0.00 0.00 17 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 SOL - 7/8" SOLID SOL - 1" SOLID 2.43 4.32 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 25.45 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 9 22 0 Member Member 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 112.92 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):280.0Bot Elev (ft):16 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID -2.39 -1.05 -111.33 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 102 Member X Member X Member X130.000.000018.3536.0121.295 96 93.2 36.0 20.40 0 0 0.00 0.00 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 SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID 1.99 1.48 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 39.76 0 0 0 0.00 32.21 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 5 4 0 Member Member 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 100.68 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 25 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):300.0Bot Elev (ft):17 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID -1.25 -0.22 -99.68 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 91 Member X Member X Member X60.000.000018.3536.0121.295 96 93.2 36.0 20.40 0 0 0.00 0.00 1 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 SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID 0.84 0.54 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 39.76 0 0 0 0.00 32.21 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 2 1 0 Member Member 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 96.50 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):320.0Bot Elev (ft):18 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID -2.38 -0.77 -101.03 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 92 Member X Member X Member X120.000.000018.3536.0121.295 96 93.2 36.0 20.40 0 0 0.00 0.00 3 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 SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID 1.83 0.67 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 36 36 0 0 58 58 39.76 0 0 0 0.00 32.21 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 4 2 0 Member Member 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 101.98 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 26 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):340.0Bot Elev (ft):19 48M DIAG HORIZ LEG SOL - 2 1/8" SOLID SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID -9.92 -7.08 -105.08 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 72.5 50.0 108.80 0 0 0.00 0.00 96 Member X Member X Member X540.000.000018.3536.0121.295 96 93.2 36.0 20.40 0 0 0.00 0.00 34 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 SOL - 2 1/8" SOLID SOL - 1 1/8" SOLID SOL - 1 1/4" SOLID 6.09 10.24 22.40 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 50 65 58 58 39.76 0 0 0 159.75 32.21 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 15 31 14 Member Member Member 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 80.76 1.2D + 1.0W 120 deg 0.00 0 4.61 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):360.0Bot Elev (ft):20 48M DIAG HORIZ LEG SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID -5.58 -2.04 -76.86 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 82.1 50.0 75.86 0 0 0.00 0.00 101 Member X Member X Member X450.000.000012.3836.0134.795 96 104.8 36.0 14.27 0 0 0.00 0.00 14 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 SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID 5.86 2.59 4.69 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 32.21 0 0 0 124.25 25.45 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 18 10 3 Member Member Member 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 43.46 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 4.61 1.2D + 1.0W 180 deg 90.30 5 0 3 0.75" A325 Num Page 27 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):380.0Bot Elev (ft):21 48M DIAG HORIZ LEG SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID -4.16 -1.63 -40.54 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 82.1 50.0 75.86 0 0 0.00 0.00 53 Member X Member X Member X330.000.000012.3836.0134.795 96 104.8 36.0 14.27 0 0 0.00 0.00 11 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 SOL - 1" SOLID SOL - 1 1/8" SOLID 4.16 1.88 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 0 0 58 58 32.21 0 0 0 0.00 25.45 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 12 7 0 Member Member 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 32.55 1.2D + 1.0W Normal 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):400.0Bot Elev (ft):22 48M DIAG HORIZ LEG SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID -7.24 -5.59 -43.41 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.748 3.500 3.21 100 96 95 95 96 100 100 82.1 50.0 75.86 0 0 0.00 0.00 57 Member X Member X Member X580.000.000012.3836.0134.795 96 104.8 36.0 14.27 0 0 0.00 0.00 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 SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID 7.25 7.76 38.22 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 1.2D + 1.0W 90 deg 36 36 50 65 58 58 32.21 0 0 0 124.25 25.45 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 22 30 30 Member Member Member 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 42.23 1.2D + 1.0W 240 deg 0.00 0 38.22 1.2D + 1.0W 60 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 28 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Force/Stress Summary Section:20.000Height (ft):420.0Bot Elev (ft):23 48M DIAG HORIZ LEG SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID -5.78 -3.04 -38.15 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 4.748 3.500 3.21 100 96 95 95 96 100 100 82.1 50.0 75.86 0 0 0.00 0.00 50 Member X Member X Member X460.000.000012.3836.0134.795 96 104.8 36.0 14.27 0 0 0.00 0.00 21 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 SOL - 1 7/8" SOLID SOL - 1" SOLID SOL - 1 1/8" SOLID 6.56 3.59 38.42 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 32.21 0 0 0 124.25 25.45 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 20 14 30 Member Member Member 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 1.25 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 38.22 1.2D + 1.0W 60 deg 90.30 42 0 3 0.75" A325 Num Page 29 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 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 0.00 247.90 0.330.00 00.00 A1 0.00 -20.16 13.040295.00 00.00 A1a -76.05 -84.42 -51.94240295.00 00.00 A1b 76.04 -84.42 -51.93120295.00 00.00 1.2D + 1.0W 60 deg 1 -0.22 251.58 -0.130.00 00.00 A1 -6.72 -43.88 40.010295.00 00.00 A1a -102.70 -108.15 -59.29240295.00 00.00 A1b 31.29 -43.88 -25.82120295.00 00.00 1.2D + 1.0W 90 deg 1 0.15 250.29 -0.450.00 00.00 A1 -8.39 -64.32 66.260295.00 00.00 A1a -98.34 -101.40 -52.73240295.00 00.00 A1b 16.21 -27.29 -13.12120295.00 00.00 1.2D + 1.0W 120 deg 1 0.34 247.90 -0.200.00 00.00 A1 -6.95 -84.42 91.820295.00 00.00 A1a -82.99 -84.42 -39.89240295.00 00.00 A1b 11.29 -20.16 -6.52120295.00 00.00 1.2D + 1.0W 180 deg 1 0.00 251.58 0.250.00 00.00 A1 0.00 -108.15 118.590295.00 00.00 A1a -38.01 -43.88 -14.19240295.00 00.00 A1b 38.01 -43.88 -14.19120295.00 00.00 1.2D + 1.0W 210 deg 1 -0.47 250.29 0.090.00 00.00 A1 3.51 -101.40 111.530295.00 00.00 A1a -19.47 -27.29 -7.48240295.00 00.00 A1b 61.58 -64.32 -25.86120295.00 00.00 1.2D + 1.0W 240 deg 1 -0.34 247.90 -0.200.00 00.00 A1 6.95 -84.42 91.820295.00 00.00 A1a -11.29 -20.16 -6.52240295.00 00.00 A1b 83.00 -84.42 -39.89120295.00 00.00 1.2D + 1.0W 300 deg 1 0.22 251.58 -0.130.00 00.00 A1 6.72 -43.88 40.010295.00 00.00 A1a -31.29 -43.88 -25.82240295.00 00.00 A1b 102.70 -108.15 -59.29120295.00 00.00 1.2D + 1.0W 330 deg 1 0.32 250.29 0.360.00 00.00 A1 3.26 -27.29 20.600295.00 00.00 A1a -53.19 -64.32 -40.39240295.00 00.00 A1b 94.83 -101.40 -58.80120295.00 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 129.37 0.010.00 00.00 A1 0.00 -22.93 25.060295.00 00.00 A1a -22.85 -24.39 -13.20240295.00 00.00 A1b 22.85 -24.39 -13.20120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 0.01 129.37 0.000.00 00.00 A1 0.00 -23.41 25.500295.00 00.00 A1a -23.24 -24.88 -13.42240295.00 00.00 A1b 22.08 -23.41 -12.75120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 0.01 129.37 0.000.00 00.00 A1 0.00 -23.90 25.940295.00 00.00 A1a -23.14 -24.75 -13.36240295.00 00.00 A1b 21.80 -23.06 -12.59120295.00 00.00 Page 30 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 1.2D + 1.0Ev + 1.0Eh 120 deg M1 1 0.01 129.37 0.000.00 00.00 A1 0.00 -24.39 26.390295.00 00.00 A1a -22.85 -24.39 -13.19240295.00 00.00 A1b 21.70 -22.93 -12.53120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 180 deg M1 1 0.00 129.37 -0.010.00 00.00 A1 0.00 -24.88 26.830295.00 00.00 A1a -22.08 -23.41 -12.75240295.00 00.00 A1b 22.08 -23.41 -12.75120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 210 deg M1 1 0.00 129.37 -0.010.00 00.00 A1 0.00 -24.75 26.710295.00 00.00 A1a -21.81 -23.06 -12.59240295.00 00.00 A1b 22.47 -23.90 -12.97120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 240 deg M1 1 -0.01 129.37 0.000.00 00.00 A1 0.00 -24.39 26.390295.00 00.00 A1a -21.70 -22.93 -12.53240295.00 00.00 A1b 22.85 -24.39 -13.19120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 300 deg M1 1 -0.01 129.37 0.000.00 00.00 A1 0.00 -23.41 25.500295.00 00.00 A1a -22.08 -23.41 -12.75240295.00 00.00 A1b 23.24 -24.88 -13.42120295.00 00.00 1.2D + 1.0Ev + 1.0Eh 330 deg M1 1 0.00 129.37 0.010.00 00.00 A1 0.00 -23.06 25.180295.00 00.00 A1a -22.47 -23.90 -12.97240295.00 00.00 A1b 23.14 -24.75 -13.36120295.00 00.00 0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 117.70 0.010.00 00.00 A1 0.00 -23.24 25.340295.00 00.00 A1a -23.10 -24.70 -13.34240295.00 00.00 A1b 23.10 -24.70 -13.34120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 0.01 117.69 0.000.00 00.00 A1 0.00 -23.73 25.780295.00 00.00 A1a -23.48 -25.20 -13.56240295.00 00.00 A1b 22.32 -23.73 -12.89120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 0.01 117.69 0.000.00 00.00 A1 0.00 -24.21 26.220295.00 00.00 A1a -23.38 -25.07 -13.50240295.00 00.00 A1b 22.05 -23.37 -12.73120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 120 deg M1 1 0.01 117.70 0.000.00 00.00 A1 0.00 -24.70 26.670295.00 00.00 A1a -23.10 -24.70 -13.33240295.00 00.00 A1b 21.94 -23.24 -12.67120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 180 deg M1 1 0.00 117.69 -0.010.00 00.00 A1 0.00 -25.20 27.120295.00 00.00 A1a -22.33 -23.73 -12.89240295.00 00.00 A1b 22.33 -23.73 -12.89120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 210 deg M1 1 0.00 117.69 -0.010.00 00.00 A1 0.00 -25.07 27.000295.00 00.00 A1a -22.05 -23.37 -12.73240295.00 00.00 A1b 22.71 -24.21 -13.11120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 240 deg M1 1 -0.01 117.70 0.000.00 00.00 A1 0.00 -24.70 26.670295.00 00.00 A1a -21.94 -23.24 -12.67240295.00 00.00 A1b 23.10 -24.70 -13.33120295.00 00.00 Page 31 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 0.9D - 1.0Ev + 1.0Eh 300 deg M1 1 -0.01 117.69 0.000.00 00.00 A1 0.00 -23.73 25.780295.00 00.00 A1a -22.32 -23.73 -12.89240295.00 00.00 A1b 23.48 -25.20 -13.56120295.00 00.00 0.9D - 1.0Ev + 1.0Eh 330 deg M1 1 0.00 117.69 0.010.00 00.00 A1 0.00 -23.37 25.460295.00 00.00 A1a -22.71 -24.21 -13.11240295.00 00.00 A1b 23.38 -25.07 -13.50120295.00 00.00 1.0D + 1.0W Service Normal 1 0.00 127.30 -0.260.00 00.00 A1 0.00 -19.68 20.410295.00 00.00 A1a -26.94 -28.99 -16.68240295.00 00.00 A1b 26.94 -28.99 -16.68120295.00 00.00 1.0D + 1.0W Service 60 deg 1 -0.21 127.42 -0.120.00 00.00 A1 -0.98 -23.03 24.160295.00 00.00 A1a -30.60 -32.20 -17.66240295.00 00.00 A1b 20.44 -23.03 -12.93120295.00 00.00 1.0D + 1.0W Service 90 deg 1 -0.26 127.32 0.010.00 00.00 A1 -1.20 -25.97 27.880295.00 00.00 A1a -30.09 -31.38 -16.82240295.00 00.00 A1b 18.21 -20.57 -11.07120295.00 00.00 1.0D + 1.0W Service 120 deg 1 -0.23 127.30 0.130.00 00.00 A1 -0.97 -29.00 31.690295.00 00.00 A1a -27.93 -29.00 -15.00240295.00 00.00 A1b 17.65 -19.67 -10.19120295.00 00.00 1.0D + 1.0W Service 180 deg 1 0.00 127.42 0.250.00 00.00 A1 0.00 -32.20 35.330295.00 00.00 A1a -21.41 -23.03 -11.23240295.00 00.00 A1b 21.41 -23.03 -11.23120295.00 00.00 1.0D + 1.0W Service 210 deg 1 0.14 127.32 0.220.00 00.00 A1 0.48 -31.38 34.470295.00 00.00 A1a -18.69 -20.57 -10.23240295.00 00.00 A1b 24.74 -25.97 -12.90120295.00 00.00 1.0D + 1.0W Service 240 deg 1 0.23 127.30 0.130.00 00.00 A1 0.97 -28.99 31.670295.00 00.00 A1a -17.67 -19.68 -10.20240295.00 00.00 A1b 27.92 -28.99 -14.99120295.00 00.00 1.0D + 1.0W Service 300 deg 1 0.22 127.42 -0.120.00 00.00 A1 0.98 -23.03 24.160295.00 00.00 A1a -20.44 -23.03 -12.93240295.00 00.00 A1b 30.60 -32.20 -17.66120295.00 00.00 1.0D + 1.0W Service 330 deg 1 0.12 127.32 -0.230.00 00.00 A1 0.48 -20.57 21.300295.00 00.00 A1a -23.54 -25.97 -14.98240295.00 00.00 A1b 29.61 -31.38 -17.65120295.00 00.00 Page 32 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00295.00 0 108.15 118.59 0.00295.00 240 108.15 118.59 0.00295.00 120 108.15 118.59 Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.0W 60 deg A1a 30b 16.14 10.88 6769.99 1/2 EHS 1.2D + 1.0W 60 deg A1a 57b 25.44 20.15 79139.62 5/8 EHS 1.2D + 1.0W 60 deg A1a 86b 16.14 11.69 72209.99 1/2 EHS 1.2D + 1.0W 60 deg A1a T4a 21.00 12.52 60279.62 9/16 EHS 1.2D + 1.0W 60 deg A1a T5a 40.80 22.19 54349.99 3/4 Bridge 1.2D + 1.0W 60 deg A1a T6a 40.80 27.14 67419.62 3/4 Bridge Maximum Torque Arm Stress Summary Load Case Member Type Compression %Elevation (ft)Tension % 1.2D + 1.0W 60 deg 70.00 3X3X0.5 Horiz 7 1.2D + 1.0W Normal 139.50 3X3X0.5 Horiz 10 1.2D + 1.0W 60 deg 210.00 3X3X0.5 Horiz 6 1.2D + 1.0W 60 deg 279.50 5X5X0.3125 Horiz 12 1.2D + 1.0W 60 deg 279.50 4X4X0.25 Kicker 24 1.2D + 1.0W 90 deg 350.00 5X5X0.3125 Horiz 22 1.2D + 1.0W 60 deg 350.00 4X4X0.25 Kicker 42 1.2D + 1.0W Normal 419.50 5X5X0.3125 Horiz 27 1.2D + 1.0W 90 deg 419.50 4X4X0.25 Kicker 55 Page 33 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 155 mph Normal with No Ice 1.412 0.0212143.58 0.0676 0.0709 155 mph Normal with No Ice 1.414 0.0201146.79 0.0637 0.0658 155 mph Normal with No Ice 0.821 0.0739280.00 0.0084 0.0739 155 mph Normal with No Ice 1.431 0.9678350.00 0.0115 0.9678 155 mph Normal with No Ice 2.330 1.3936390.00 0.0123 1.3937 155 mph Normal with No Ice 3.063 1.7074420.00 -0.0124 1.7077 155 mph Normal with No Ice 3.629 2.0229440.00 -0.0125 2.0229 155 mph 60 degree with No Ice 1.050 0.1944143.58 0.0697 0.2053 155 mph 60 degree with No Ice 1.063 0.2374146.79 0.0653 0.2457 155 mph 60 degree with No Ice 1.148 0.1337280.00 0.0066 0.1338 155 mph 60 degree with No Ice 1.488 0.5139350.00 0.0086 0.5139 155 mph 60 degree with No Ice 2.011 0.7821390.00 0.0029 0.7823 155 mph 60 degree with No Ice 2.411 1.1085420.00 0.0022 1.1085 155 mph 60 degree with No Ice 2.752 1.3696440.00 0.0016 1.3698 155 mph 90 degree with No Ice 1.284 0.1451143.58 0.3866 0.4129 155 mph 90 degree with No Ice 1.294 0.1710146.79 0.3788 0.4128 155 mph 90 degree with No Ice 1.013 0.1101280.00 0.1593 0.1853 155 mph 90 degree with No Ice 1.464 0.7926350.00 0.0721 0.7948 155 mph 90 degree with No Ice 2.186 1.1524390.00 0.0414 1.1525 155 mph 90 degree with No Ice 2.775 1.4669420.00 0.0154 1.4669 155 mph 90 degree with No Ice 3.246 1.7514440.00 0.0142 1.7514 155 mph 120 degree with No Ice 1.412 0.0216143.58 0.0676 0.0709 155 mph 120 degree with No Ice 1.414 0.0205146.79 0.0637 0.0659 155 mph 120 degree with No Ice 0.822 0.0738280.00 0.0083 0.0739 155 mph 120 degree with No Ice 1.431 0.9677350.00 0.0114 0.9677 155 mph 120 degree with No Ice 2.330 1.3935390.00 0.0122 1.3935 155 mph 120 degree with No Ice 3.063 1.7073420.00 0.0109 1.7076 155 mph 120 degree with No Ice 3.629 2.0227440.00 0.0115 2.0227 155 mph 180 degree with No Ice 1.050 0.1944143.58 0.0698 0.2053 155 mph 180 degree with No Ice 1.063 0.2374146.79 0.0654 0.2457 155 mph 180 degree with No Ice 1.148 0.1337280.00 0.0066 0.1338 155 mph 180 degree with No Ice 1.488 0.5139350.00 0.0087 0.5139 155 mph 180 degree with No Ice 2.011 0.7821390.00 -0.0038 0.7823 155 mph 180 degree with No Ice 2.411 1.1085420.00 -0.0087 1.1085 155 mph 180 degree with No Ice 2.752 1.3696440.00 -0.0088 1.3698 155 mph 210 degree with No Ice 1.284 0.1451143.58 0.3866 0.4129 155 mph 210 degree with No Ice 1.294 0.1710146.79 0.3788 0.4128 155 mph 210 degree with No Ice 1.013 0.1101280.00 0.1594 0.1854 155 mph 210 degree with No Ice 1.464 0.7926350.00 0.0722 0.7948 155 mph 210 degree with No Ice 2.186 1.1524390.00 0.0415 1.1525 155 mph 210 degree with No Ice 2.775 1.4669420.00 0.0156 1.4669 155 mph 210 degree with No Ice 3.246 1.7514440.00 -0.0171 1.7514 155 mph 240 degree with No Ice 1.412 0.0216143.58 0.0677 0.0710 155 mph 240 degree with No Ice 1.414 0.0205146.79 0.0638 0.0660 155 mph 240 degree with No Ice 0.822 0.0738280.00 0.0085 0.0739 155 mph 240 degree with No Ice 1.431 0.9677350.00 -0.0153 0.9677 155 mph 240 degree with No Ice 2.330 1.3935390.00 -0.0222 1.3935 155 mph 240 degree with No Ice 3.063 1.7073420.00 -0.0292 1.7076 155 mph 240 degree with No Ice 3.629 2.0227440.00 -0.0297 2.0227 155 mph 300 degree with No Ice 1.050 0.1944143.58 0.0698 0.2053 155 mph 300 degree with No Ice 1.063 0.2374146.79 0.0654 0.2457 155 mph 300 degree with No Ice 1.148 0.1337280.00 0.0067 0.1338 155 mph 300 degree with No Ice 1.488 0.5139350.00 0.0088 0.5139 155 mph 300 degree with No Ice 2.011 0.7821390.00 -0.0177 0.7823 155 mph 300 degree with No Ice 2.411 1.1085420.00 -0.0258 1.1085 Page 34 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 155 mph 300 degree with No Ice 2.752 1.3696440.00 -0.0254 1.3698 155 mph 330 degree with No Ice 1.284 0.1451143.58 0.3866 0.4130 155 mph 330 degree with No Ice 1.294 0.1710146.79 0.3789 0.4128 155 mph 330 degree with No Ice 1.013 0.1101280.00 0.1594 0.1854 155 mph 330 degree with No Ice 1.464 0.7926350.00 0.0722 0.7948 155 mph 330 degree with No Ice 2.186 1.1524390.00 0.0416 1.1526 155 mph 330 degree with No Ice 2.775 1.4669420.00 0.0156 1.4670 155 mph 330 degree with No Ice 3.246 1.7514440.00 -0.0150 1.7515 Seismic Normal M1 0.010 0.0107143.58 0.0249 0.0271 Seismic Normal M1 0.010 0.0076146.79 0.0219 0.0232 Seismic Normal M1 0.017 0.0141280.00 0.0001 0.0141 Seismic Normal M1 0.023 0.0155350.00 -0.0010 0.0155 Seismic Normal M1 0.035 0.0187390.00 -0.0011 0.0187 Seismic Normal M1 0.045 0.0357420.00 -0.0038 0.0360 Seismic Normal M1 0.054 0.0300440.00 -0.0028 0.0301 Seismic 60 deg M1 0.010 0.0110143.58 0.0249 0.0273 Seismic 60 deg M1 0.010 0.0073146.79 0.0219 0.0231 Seismic 60 deg M1 0.017 0.0130280.00 0.0001 0.0130 Seismic 60 deg M1 0.023 0.0136350.00 -0.0008 0.0136 Seismic 60 deg M1 0.034 0.0183390.00 -0.0010 0.0183 Seismic 60 deg M1 0.044 0.0349420.00 -0.0035 0.0351 Seismic 60 deg M1 0.053 0.0294440.00 -0.0026 0.0295 Seismic 90 deg M1 0.010 0.0113143.58 0.0249 0.0274 Seismic 90 deg M1 0.010 0.0075146.79 0.0219 0.0231 Seismic 90 deg M1 0.017 0.0136280.00 0.0001 0.0136 Seismic 90 deg M1 0.023 0.0144350.00 -0.0008 0.0145 Seismic 90 deg M1 0.034 0.0185390.00 -0.0010 0.0185 Seismic 90 deg M1 0.044 0.0356420.00 -0.0034 0.0358 Seismic 90 deg M1 0.053 0.0298440.00 -0.0026 0.0300 Seismic 120 deg M1 0.010 0.0107143.58 0.0249 0.0271 Seismic 120 deg M1 0.010 0.0076146.79 0.0219 0.0232 Seismic 120 deg M1 0.017 0.0141280.00 0.0001 0.0141 Seismic 120 deg M1 0.023 0.0155350.00 -0.0009 0.0155 Seismic 120 deg M1 0.035 0.0187390.00 -0.0010 0.0187 Seismic 120 deg M1 0.045 0.0357420.00 -0.0034 0.0360 Seismic 120 deg M1 0.054 0.0300440.00 -0.0026 0.0301 Seismic 180 deg M1 0.010 0.0110143.58 0.0249 0.0273 Seismic 180 deg M1 0.010 0.0073146.79 0.0219 0.0231 Seismic 180 deg M1 0.017 0.0130280.00 0.0001 0.0130 Seismic 180 deg M1 0.023 0.0136350.00 -0.0011 0.0136 Seismic 180 deg M1 0.034 0.0183390.00 -0.0011 0.0183 Seismic 180 deg M1 0.044 0.0349420.00 -0.0037 0.0351 Seismic 180 deg M1 0.053 0.0294440.00 -0.0028 0.0295 Seismic 210 deg M1 0.010 0.0113143.58 0.0249 0.0274 Seismic 210 deg M1 0.010 0.0075146.79 0.0219 0.0231 Seismic 210 deg M1 0.017 0.0136280.00 0.0001 0.0136 Seismic 210 deg M1 0.023 0.0144350.00 -0.0012 0.0145 Seismic 210 deg M1 0.034 0.0185390.00 -0.0011 0.0185 Seismic 210 deg M1 0.044 0.0355420.00 -0.0039 0.0358 Seismic 210 deg M1 0.053 0.0298440.00 -0.0029 0.0300 Seismic 240 deg M1 0.010 0.0107143.58 0.0249 0.0271 Seismic 240 deg M1 0.010 0.0076146.79 0.0219 0.0232 Seismic 240 deg M1 0.017 0.0141280.00 0.0001 0.0141 Seismic 240 deg M1 0.023 0.0155350.00 -0.0013 0.0155 Seismic 240 deg M1 0.035 0.0187390.00 -0.0011 0.0187 Seismic 240 deg M1 0.045 0.0357420.00 -0.0040 0.0360 Seismic 240 deg M1 0.054 0.0300440.00 -0.0030 0.0301 Seismic 300 deg M1 0.010 0.0110143.58 0.0249 0.0273 Seismic 300 deg M1 0.010 0.0073146.79 0.0219 0.0231 Seismic 300 deg M1 0.017 0.0130280.00 0.0001 0.0130 Seismic 300 deg M1 0.023 0.0136350.00 -0.0012 0.0136 Seismic 300 deg M1 0.034 0.0183390.00 -0.0012 0.0183 Page 35 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Seismic 300 deg M1 0.044 0.0349420.00 -0.0041 0.0351 Seismic 300 deg M1 0.053 0.0294440.00 -0.0030 0.0295 Seismic 330 deg M1 0.010 0.0113143.58 0.0249 0.0274 Seismic 330 deg M1 0.010 0.0075146.79 0.0219 0.0231 Seismic 330 deg M1 0.017 0.0136280.00 0.0001 0.0136 Seismic 330 deg M1 0.023 0.0144350.00 -0.0011 0.0145 Seismic 330 deg M1 0.034 0.0185390.00 -0.0011 0.0185 Seismic 330 deg M1 0.044 0.0356420.00 -0.0040 0.0358 Seismic 330 deg M1 0.053 0.0299440.00 -0.0029 0.0300 Seismic (Reduced DL) Normal M1 0.010 0.0103143.58 0.0232 0.0254 Seismic (Reduced DL) Normal M1 0.010 0.0075146.79 0.0204 0.0218 Seismic (Reduced DL) Normal M1 0.017 0.0135280.00 -0.0001 0.0135 Seismic (Reduced DL) Normal M1 0.023 0.0157350.00 -0.0007 0.0157 Seismic (Reduced DL) Normal M1 0.034 0.0184390.00 -0.0011 0.0185 Seismic (Reduced DL) Normal M1 0.044 0.0352420.00 -0.0039 0.0355 Seismic (Reduced DL) Normal M1 0.053 0.0295440.00 -0.0029 0.0296 Seismic (Reduced DL) 60 deg M1 0.010 0.0107143.58 0.0233 0.0256 Seismic (Reduced DL) 60 deg M1 0.010 0.0073146.79 0.0204 0.0217 Seismic (Reduced DL) 60 deg M1 0.017 0.0124280.00 0.0000 0.0124 Seismic (Reduced DL) 60 deg M1 0.023 0.0136350.00 -0.0005 0.0136 Seismic (Reduced DL) 60 deg M1 0.034 0.0181390.00 -0.0010 0.0181 Seismic (Reduced DL) 60 deg M1 0.044 0.0345420.00 -0.0035 0.0347 Seismic (Reduced DL) 60 deg M1 0.053 0.0289440.00 -0.0027 0.0290 Seismic (Reduced DL) 90 deg M1 0.010 0.0109143.58 0.0233 0.0257 Seismic (Reduced DL) 90 deg M1 0.010 0.0074146.79 0.0205 0.0217 Seismic (Reduced DL) 90 deg M1 0.017 0.0130280.00 0.0000 0.0130 Seismic (Reduced DL) 90 deg M1 0.023 0.0146350.00 -0.0005 0.0147 Seismic (Reduced DL) 90 deg M1 0.034 0.0182390.00 -0.0010 0.0182 Seismic (Reduced DL) 90 deg M1 0.044 0.0351420.00 -0.0035 0.0353 Seismic (Reduced DL) 90 deg M1 0.053 0.0293440.00 -0.0026 0.0294 Seismic (Reduced DL) 120 deg M1 0.010 0.0103143.58 0.0232 0.0254 Seismic (Reduced DL) 120 deg M1 0.010 0.0075146.79 0.0204 0.0218 Seismic (Reduced DL) 120 deg M1 0.017 0.0135280.00 0.0000 0.0135 Seismic (Reduced DL) 120 deg M1 0.023 0.0157350.00 -0.0006 0.0157 Seismic (Reduced DL) 120 deg M1 0.034 0.0184390.00 -0.0010 0.0184 Seismic (Reduced DL) 120 deg M1 0.044 0.0352420.00 -0.0035 0.0355 Seismic (Reduced DL) 120 deg M1 0.053 0.0294440.00 -0.0026 0.0296 Seismic (Reduced DL) 180 deg M1 0.010 0.0107143.58 0.0233 0.0256 Seismic (Reduced DL) 180 deg M1 0.010 0.0073146.79 0.0204 0.0217 Seismic (Reduced DL) 180 deg M1 0.017 0.0124280.00 0.0000 0.0124 Seismic (Reduced DL) 180 deg M1 0.023 0.0136350.00 -0.0008 0.0136 Seismic (Reduced DL) 180 deg M1 0.034 0.0180390.00 -0.0010 0.0181 Seismic (Reduced DL) 180 deg M1 0.044 0.0345420.00 -0.0037 0.0347 Seismic (Reduced DL) 180 deg M1 0.053 0.0289440.00 -0.0028 0.0290 Seismic (Reduced DL) 210 deg M1 0.010 0.0109143.58 0.0233 0.0257 Seismic (Reduced DL) 210 deg M1 0.010 0.0074146.79 0.0205 0.0217 Seismic (Reduced DL) 210 deg M1 0.017 0.0130280.00 -0.0001 0.0130 Seismic (Reduced DL) 210 deg M1 0.023 0.0146350.00 -0.0009 0.0147 Seismic (Reduced DL) 210 deg M1 0.034 0.0182390.00 -0.0011 0.0182 Seismic (Reduced DL) 210 deg M1 0.044 0.0351420.00 -0.0039 0.0353 Seismic (Reduced DL) 210 deg M1 0.053 0.0293440.00 -0.0029 0.0294 Seismic (Reduced DL) 240 deg M1 0.010 0.0103143.58 0.0232 0.0254 Seismic (Reduced DL) 240 deg M1 0.010 0.0075146.79 0.0204 0.0218 Seismic (Reduced DL) 240 deg M1 0.017 0.0135280.00 -0.0001 0.0135 Seismic (Reduced DL) 240 deg M1 0.023 0.0157350.00 -0.0010 0.0157 Seismic (Reduced DL) 240 deg M1 0.034 0.0184390.00 -0.0011 0.0184 Seismic (Reduced DL) 240 deg M1 0.044 0.0352420.00 -0.0041 0.0355 Seismic (Reduced DL) 240 deg M1 0.053 0.0294440.00 -0.0030 0.0296 Seismic (Reduced DL) 300 deg M1 0.010 0.0107143.58 0.0233 0.0256 Seismic (Reduced DL) 300 deg M1 0.010 0.0073146.79 0.0204 0.0217 Seismic (Reduced DL) 300 deg M1 0.017 0.0124280.00 -0.0002 0.0124 Seismic (Reduced DL) 300 deg M1 0.023 0.0136350.00 -0.0009 0.0136 Page 36 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Seismic (Reduced DL) 300 deg M1 0.034 0.0181390.00 -0.0011 0.0181 Seismic (Reduced DL) 300 deg M1 0.044 0.0345420.00 -0.0041 0.0347 Seismic (Reduced DL) 300 deg M1 0.053 0.0289440.00 -0.0030 0.0290 Seismic (Reduced DL) 330 deg M1 0.010 0.0109143.58 0.0233 0.0257 Seismic (Reduced DL) 330 deg M1 0.010 0.0074146.79 0.0205 0.0217 Seismic (Reduced DL) 330 deg M1 0.017 0.0130280.00 -0.0001 0.0130 Seismic (Reduced DL) 330 deg M1 0.023 0.0146350.00 -0.0008 0.0147 Seismic (Reduced DL) 330 deg M1 0.034 0.0182390.00 -0.0011 0.0182 Seismic (Reduced DL) 330 deg M1 0.044 0.0351420.00 -0.0040 0.0353 Seismic (Reduced DL) 330 deg M1 0.053 0.0293440.00 -0.0030 0.0294 Serviceability - 60 mph Wind Normal 0.097 0.0181143.58 0.0284 0.0331 Serviceability - 60 mph Wind Normal 0.096 0.0104146.79 0.0255 0.0276 Serviceability - 60 mph Wind Normal 0.016 0.0391280.00 0.0010 0.0391 Serviceability - 60 mph Wind Normal 0.028 0.0155350.00 -0.0003 0.0155 Serviceability - 60 mph Wind Normal 0.010 0.0192390.00 -0.0018 0.0193 Serviceability - 60 mph Wind Normal 0.004 0.0582420.00 -0.0045 0.0585 Serviceability - 60 mph Wind Normal 0.011 0.1024440.00 -0.0040 0.1025 Serviceability - 60 mph Wind 60 deg 0.118 0.0162143.58 0.0294 0.0336 Serviceability - 60 mph Wind 60 deg 0.119 0.0177146.79 0.0266 0.0316 Serviceability - 60 mph Wind 60 deg 0.073 0.0275280.00 0.0008 0.0275 Serviceability - 60 mph Wind 60 deg 0.074 0.0304350.00 0.0004 0.0304 Serviceability - 60 mph Wind 60 deg 0.114 0.0608390.00 -0.0013 0.0609 Serviceability - 60 mph Wind 60 deg 0.144 0.1028420.00 -0.0032 0.1029 Serviceability - 60 mph Wind 60 deg 0.176 0.1493440.00 -0.0031 0.1493 Serviceability - 60 mph Wind 90 deg 0.109 0.0189143.58 0.0996 0.1009 Serviceability - 60 mph Wind 90 deg 0.112 0.0169146.79 0.0962 0.0976 Serviceability - 60 mph Wind 90 deg 0.062 0.0326280.00 0.0316 0.0446 Serviceability - 60 mph Wind 90 deg 0.064 0.0229350.00 0.0230 0.0316 Serviceability - 60 mph Wind 90 deg 0.086 0.0445390.00 0.0206 0.0487 Serviceability - 60 mph Wind 90 deg 0.105 0.0861420.00 0.0200 0.0884 Serviceability - 60 mph Wind 90 deg 0.127 0.1291440.00 0.0199 0.1306 Serviceability - 60 mph Wind 120 deg 0.099 0.0180143.58 0.0293 0.0338 Serviceability - 60 mph Wind 120 deg 0.098 0.0103146.79 0.0265 0.0284 Serviceability - 60 mph Wind 120 deg 0.016 0.0400280.00 0.0011 0.0400 Serviceability - 60 mph Wind 120 deg 0.029 0.0153350.00 0.0000 0.0153 Serviceability - 60 mph Wind 120 deg 0.010 0.0193390.00 -0.0009 0.0195 Serviceability - 60 mph Wind 120 deg 0.004 0.0584420.00 -0.0025 0.0586 Serviceability - 60 mph Wind 120 deg 0.011 0.1026440.00 -0.0023 0.1027 Serviceability - 60 mph Wind 180 deg 0.118 0.0162143.58 0.0294 0.0336 Serviceability - 60 mph Wind 180 deg 0.119 0.0177146.79 0.0266 0.0316 Serviceability - 60 mph Wind 180 deg 0.073 0.0275280.00 0.0008 0.0275 Serviceability - 60 mph Wind 180 deg 0.074 0.0304350.00 -0.0011 0.0304 Serviceability - 60 mph Wind 180 deg 0.114 0.0608390.00 -0.0018 0.0609 Serviceability - 60 mph Wind 180 deg 0.144 0.1027420.00 -0.0042 0.1029 Serviceability - 60 mph Wind 180 deg 0.176 0.1493440.00 -0.0039 0.1493 Serviceability - 60 mph Wind 210 deg 0.109 0.0189143.58 0.0983 0.0996 Serviceability - 60 mph Wind 210 deg 0.112 0.0169146.79 0.0948 0.0961 Serviceability - 60 mph Wind 210 deg 0.062 0.0326280.00 0.0314 0.0445 Serviceability - 60 mph Wind 210 deg 0.064 0.0229350.00 0.0229 0.0315 Serviceability - 60 mph Wind 210 deg 0.086 0.0445390.00 0.0203 0.0485 Serviceability - 60 mph Wind 210 deg 0.105 0.0861420.00 0.0199 0.0884 Serviceability - 60 mph Wind 210 deg 0.127 0.1291440.00 0.0198 0.1306 Serviceability - 60 mph Wind 240 deg 0.097 0.0181143.58 0.0284 0.0331 Serviceability - 60 mph Wind 240 deg 0.096 0.0104146.79 0.0255 0.0276 Serviceability - 60 mph Wind 240 deg 0.016 0.0391280.00 0.0010 0.0391 Serviceability - 60 mph Wind 240 deg 0.028 0.0155350.00 -0.0016 0.0155 Serviceability - 60 mph Wind 240 deg 0.010 0.0192390.00 -0.0023 0.0193 Serviceability - 60 mph Wind 240 deg 0.004 0.0582420.00 -0.0055 0.0584 Serviceability - 60 mph Wind 240 deg 0.011 0.1024440.00 -0.0049 0.1025 Serviceability - 60 mph Wind 300 deg 0.118 0.0162143.58 0.0294 0.0336 Serviceability - 60 mph Wind 300 deg 0.119 0.0177146.79 0.0266 0.0316 Serviceability - 60 mph Wind 300 deg 0.073 0.0275280.00 0.0009 0.0275 Page 37 6/2/2020 3:25:01 PM © 2007 - 2020 by ATC IP LLC. All rights reserved.Site Number:75123 Site Name: Code:ANSI/TIA-222-H Fort Pierce - OmniAmerica, FL Customer:AT&T MOBILITY Engineering Number:OAA754442_C3_06 Serviceability - 60 mph Wind 300 deg 0.074 0.0304350.00 -0.0014 0.0304 Serviceability - 60 mph Wind 300 deg 0.114 0.0608390.00 -0.0027 0.0609 Serviceability - 60 mph Wind 300 deg 0.144 0.1028420.00 -0.0061 0.1029 Serviceability - 60 mph Wind 300 deg 0.176 0.1493440.00 -0.0056 0.1493 Serviceability - 60 mph Wind 330 deg 0.109 0.0189143.58 0.0967 0.0980 Serviceability - 60 mph Wind 330 deg 0.112 0.0168146.79 0.0930 0.0944 Serviceability - 60 mph Wind 330 deg 0.062 0.0326280.00 0.0311 0.0443 Serviceability - 60 mph Wind 330 deg 0.064 0.0229350.00 0.0228 0.0314 Serviceability - 60 mph Wind 330 deg 0.086 0.0445390.00 0.0199 0.0484 Serviceability - 60 mph Wind 330 deg 0.105 0.0861420.00 0.0198 0.0884 Serviceability - 60 mph Wind 330 deg 0.127 0.1291440.00 0.0197 0.1306 Base Shear 251.58 0.48 Anchor Group UpLift Maximum Reactions Summary A1 108.15 118.59 Page 38 Site Name: Site Number: Tower Type: Design Loads (Factored) - Analysis per TIA-222-H Standards Design / Analysis / Mapping:Analysis -Shear/Leg (Compression):0.3 k Compression/Leg:251.6 k Shear/Leg (Uplift):0.3 k Uplift/Leg:0.0 k Concrete Strength (f' c):3,000 psi Total Shear:0.5 k Pad Tension Steel Depth:44.69 in Moment:0.0 k-ft Dead Load Factor:0.9 - Total Combined Axial Compressive Load:251.6 k fShear:0.75 - Depth to Base of Foundation (l + t - h):3 ft fFlexure / Tension:0.9 - Diameter Base Plate (d):0 ft fCompression:0.65 - Length of Pier (l):-1 ft b:0.85 - Height of Pier above Ground (h):0 ft Bottom Pad Rebar Size #:5 - Width of Pad (W):13.25 ft # of Bottom Pad Rebar:14 - Length of Pad (L):13.25 ft Pad Bottom Steel Area:4.34 in2 Thickness of Pad (t):4 ft Pad Steel Fy:60,000 psi Tower Leg Center to Center:0 ft Top Pad Rebar Size #:5 - Number of Tower Legs:1 -# of Top Pad Rebar:14 - Tower Center from Mat Center:0 ft Pad Top Steel Area:4.34 in2 Depth Below Ground Surface to Water Table:2.5 ft Pier Rebar Size #:- Unit Weight of Concrete:150 pcf Pier Steel Area (Single Bar):#N/A in2 Unit Weight of Soil Above Water Table:105 pcf # of Pier Rebar:- Unit Weight of Water:62.4 pcf Pier Steel Fy:60,000 psi Unit Weight of Soil Below Water Table:42.6 pcf Pier Cage Diameter:-6.0 in Friction Angle of Uplift:15 °Rebar Strain Limit:0.008 - Coefficient of Shear Friction:0.3 -Steel Elastic Modulus:29,000 ksi Ultimate Compressive Bearing Pressure:5,380 psf Tie Rebar Size #:- Ultimate Passive Pressure on Pad Face:820 psf Tie Steel Area (Single Bar):#N/A in2 fSoil and Concrete Weight:0.9 -Tie Spacing:in fSoil:0.6 -Tie Steel Fy:60,000 psi Clear Cover:3 in Design OTM:1.4 k-ft OTM Resistance:1765.1 k-ft Design OTM / OTM Resistance:0%Pass Net Bearing Pressure:1727 psf Factored Nominal Bearing Pressure:3228 psf Factored Nominal (Net) Bearing Pressure:53%Pass Load Direction Controling Design Bearing Pressure: Ultimate Friction Resistance:92.9 k Minimum Required Mat Width:1.50 ft - OK Ultimate Passive Pressure Resistance:26.1 k Minimum Required Mat Thickness:0.75 ft - OK Total Factored Sliding Resistance:71.4 k Minimum Required # of Vertical in Pier:#N/A #N/A Sliding Design / Sliding Resistance:1%Pass Minimum Required # of Mat Rebar:44 NG, Increase # of Mat Rebar Maximum Allowable Tie Spacing:#N/A #N/A Minimum Allowable Tie Spacing:3 in - NG, Increase Tie Spacing Minimum Pier Edge to Mat Edge:9 in - OK Minimum Required Mat Length:1.50 ft - OK Minimum Required Foundation Depth:1.52 ft - OK Design GuideSliding Factor of Safety Diagonal to Pad Edge Fort Pierce - Omniamerica, FL 75123 Monolithic Mat & Pier Foundation Analysis GT Foundation Analysis Parameters Foundation Steel Parameters Overturning Moment Usage Soil Bearing Pressure Usage Factored One Way Shear (Vu):66.4 k One Way Shear Capacity (fVc):583.8 k ACI 318-14 25.5.5.1 Vu / fVc:11%Pass Load Direction Controling Shear Capacity: Lower Steel Pad Factored Moment (Mu):502.0 k-ft Lower Steel Pad Moment Capacity (fMn):867.4 k-ft ACI 318-14 22.3.1.1 Mu / fMn:58%Pass Load Direction Controling Flexural Capacity: Upper Steel Pad Factored Moment (Mu):0.2 k-ft Upper Steel Pad Moment Capacity (fM n):1184.6 k-ft Mu / fMn:0%Pass Lower Pad Flexural Reinforcement Ratio:0.0006 OK - ACI 318-14 7.6.1.1 & 8.6.1.1 Upper Pad Flexural Reinforcement Ratio:0.0006 OK - ACI 318-14 7.6.1.1 & 8.6.1.1 Pad Shrinkage Reinforcement Ratio:0.0012 OK - ACI 318-14 24.4.3.2 Lower Pad Reinforcement Spacing:11.7 in OK - ACI 318-14 7.7.2.3, 8.7.2.2, & 24.4.3.3 Upper Pad Reinforcement Spacing:11.7 in NG - ACI 318-14 7.7.2.3, 8.7.2.2, & 24.4.3.3 Ultimate Punching Shear Stress, vu:29.43 psi ACI 318-14 R8.4.4.2.3 Nominal Punching Shear Capacity (fcvc):164.3 psi ACI 318-14 22.6.5.2 vu / fcvc:18%Pass Pier Moment Pad Flexure Transfer Ratio, γf:0.60 TIA-222-H 9.4.2 Moment Transfer Effective Flexural Width, Beff:12.00 ft TIA-222-H 9.4.2 Moment Transfer Through Pad Flexure:-3.46 k-in TIA-222-H 9.4.2 Moment Transfer Flexural Capacity (fMsc,f):9856.28 k-in gfMsc / fMsc,f:0%Pass Factored Moment in Pier (Mu): -0.5 k-ft Pier Moment Capacity (fMn):#DIV/0!k-ft Mu / fMn:#DIV/0!#DIV/0! Factored Shear in Pier (Vu): 0.5 k Pier Shear Capacity (fVn):#DIV/0!k ACI 318-14 22.5.1.1 Vu / fVc:#DIV/0!#DIV/0! Pier Shear Reinforcement Ratio:#N/A #N/A Factored Tension in Pier (Tu): 0.0 k Pier Tension Capacity (fTn):#N/A k Tu / fTn:#N/A #N/A Factored Compression in Pier (Pu): 251.6 k Pier Compression Capacity (fPn):#N/A k ACI 318-14 22.4.2.1 Pu / fPn:#N/A #N/A Pier Compression Reinforcement Ratio:#N/A #N/A Minimum Depth to Develop Vertical Rebar:0 in ACI 318-14 25.4.2.3 Minimum Hook Development Length:6 in ACI 318-14 25.4.3.1 Minimum Mat Thickness / Edge Distance from Pier:9.0 in Minimum Foundation Depth:1.52 ft Mu/fBMn + Tu/fTTn:#DIV/0!#DIV/0! Parallel to Pad Edge Parallel to Pad Edge Pad Strength Capacity Pier Strength Capacity Site Name: Site Number: Tower Type: Design Base Loads (Factored) - Analysis per TIA-222-H Standards Analyze or Design a Foundation? Analyze - Foundation Mapped:Y - Moment (M):0.0 k-ft Shear/Leg (V):118.6 k Axial Load (P):0.0 k Uplift/Leg (U):108.2 k Diameter of Caisson (d):4.5 ft Caisson Embedment (L-h):29 ft Caisson Height Above Ground (h):1 ft Depth Below Ground Surface to Water Table (w):3 ft Unit Weight of Concrete:150 pcf Unit Weight of Water:62.4 pcf Tension/Compression Skin Friction Factor:1 - Pullout Angle:30 ° gSoil Cu f Top Bottom (pcf)(psf)(degree) 0 2.5 105 0 0 2.5 3.5 105 0 30 3.5 6.5 105 0 29 6.5 13.5 105 0 30 13.5 18.5 110 0 31 18.5 30 105 0 30 0 0 Required Embedment:#N/A ft Volume of Concrete:758.5 ft3 Buoyant Weight of Concrete:72.8 k Average Soil Unit Weight:49.9 pcf Skin Friction Resistance:59.6 k Compressive Bearing Resistance:8.0 k Pullout Weight (Minus Concrete Weight):596.3 k Nominal Uplift Capacity per Leg (fsTn):44.7 k Nominal Compressive Capacity per Leg (fsPn):49.5 k Tu:42.67 k Tu/fsTn:95%Pass Pu:40.0 k Pu/fsPn:81%Pass Total Lateral Resistance:837.6 k Inflection Point (Below Ground Surface):19.7 ft Moment At Inflection Point (MD):2452.3 k-ft Nominal Moment Capacity (fsMn):3679.9 k-ft fs:0.75 - MD/fsMn:67%Pass 0 0 230 500 0 0 0 150 60 70 111 Fort Pierce - Omniamerica, FL 75123 Depth (ft)Ultimate Skin Ultimate Bearing GT Friction (psf)Pressure (psf) 0 Foundation Analysis Parameters Pier Foundation Analysis Soil Strength Capacities -35 -30 -25 -20 -15 -10 -5 0 -50 0 50 100 150 Depth BGL (ft)Shear (k) / Moment (k-ft) Moment Shear Concrete Compressive Strength (f'c):3,000 psi Vertical Steel Rebar Size #:- Vertical Steel Rebar Area: #N/A in2 # of Vertical Steel Rebars:- Vertical Steel Rebar Yield Strength (Fy):60 ksi Horizontal Tie / Stirrup Size #:- Horizontal Tie / Stirrup Area:#N/A in2 Vertical Rebar Clear Cover:3 in Design Horizontal Tie / Stirrup Spacing:in Horizontal Tie / Stirrup Steel Yield Strength (Fy):60 ksi Rebar Cage Diameter:48.0 in Strength Bending/Tension Reduction Factor (fB):0.9 -ACI 318-14 - 21.2.1 [Table 21.2.1 (a)] Strength Shear Reduction Factor (fV):0.75 -ACI 318-14 - 21.2.1 [Table 21.2.1 (b)] Strength Compression Reduction Factor (fC):0.65 -ACI 318-14 - 21.2.1 [Table 21.2.1 (a)] Steel Elastic Modulus:29000 ksi Design Moment (Mu):978.4 k-ft Nominal Moment Capacity (fBMn):#DIV/0!k-ft ACI 318-14 - 9.5.2/22.3 Mu/fBMn:-Fail Design Shear (Vu):118.6 k Nominal Shear Capacity (fVVn):#N/A k ACI 318-14 - 22.5 Vu/fVVn:#N/A #N/A Design Tension (Tu):108.2 k Nominal Tension Capacity (fTTn):#N/A k Tu/fTTn:#N/A #N/A Design Compression (Pu):40.0 k Nominal Compression Capacity (fPPn):#N/A k ACI 318-14 - 22.4 Pu/fPPn:#N/A #N/A Bending Reinforcement Ratio:#N/A - Mu/fBMn + Tu/fTTn:#VALUE!#VALUE! Caisson Strength Capacities ACI 318-14 - 10.6.1 & TIA-222-H - 9.4.1 -120 -100 -80 -60 -40 -20 0 20 40 60 0 200 400 600 800 1000 1200 Axial (kip)Moment (k-ft) Nominal and Factored Moment Capacity and Factored Design Loads Pu & Mu Tu & Mu Factored Envelope Nominal Envelope