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Home My WebLink AboutAPPROVED Structural analysisTelamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com This report was prepared for American Tower Corporation by Structural Analysis Report Structure :150 ft Monopole ATC Site Name :Ankona FL, FL ATC Asset Number :417613 Engineering Number :13636246_C3_02 Proposed Carrier :T-MOBILE Carrier Site Name :A2P0305M Carrier Site Number :A2P0305M Site Location :6375 Federal Highway Port St. Lucie, FL 34952-9005 27.348800,-80.326900 County :St. Lucie Date :March 18, 2021 Max Usage :102% Result :Pass Prepared By: Zachary Polaha CLS Reviewed By: Eng. Number 13636246_C3_02 March 18, 2021 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.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 13636246_C3_02 March 18, 2021 Page 1 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft monopole to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Valmont Drawing #DC3233Z, dated May 16, 1996 Foundation Drawing PIT Mapping for Tower #417613, dated June 2, 2015 Geotechnical Report Geotel Report #E15-186, dated June 17, 2015 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:**154.97 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 Crest Height (H):0 ft Spectral Response:Ss = 0.05, S1 = 0.03 Site Class:D - Stiff Soil **Wind load and Ice thickness have been reduced by applicable existing structure load modification factors in accordance with TIA-222-H, Annex S. 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 13636246_C3_02 March 18, 2021 Page 2 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Existing and Reserved Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 6 JMA Wireless X7CQAP-665-VR0 3 CSS X7-665-4 1 Raycap RCMDC-6627-PF-48 3 Ericsson RRUS-32 (55.1 lbs) 6 Ericsson Radio 2212 B13/B5 (w/o fan) 151.0 1 VZW Unused Reserve (18142.83 sqin) Platform with Handrails (12) 1 5/8" Coax (2) 1 5/8" Hybriflex ALLTEL COMMUNICATIONS, LLC 125.8 1 Raycap DC6-48-60-18-8F(32.8 lbs) 3 Kathrein Scala 800-10964K 6 Kathrein Scala 800-10864K 2 Raycap DC6-48-60-18-8C-EV 3 Ericsson RRUS 4449 B5, B12 6 Andrew ETD819G-12UB 3 Ericsson Radio 4415 B30 3 Ericsson RRUS 8843 B2, B66A 120.0 6 RFS FDGW5504/3C-3 Low Profile Platform (3) 0.39" (10mm) Fiber Trunk (6) 0.78" (19.7mm) 8 AWG 6 (12) 1 5/8" Coax (1) 3/8" (0.38"- 9.5mm) RET Control Cable AT&T MOBILITY Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 130.0 6 Andrew 950G65VTZE-M -(12) 1 5/8" Coax T-MOBILE Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Ericsson Radio 4449 B12,B71 (75 lbs) 3 Ericsson RRUS 4415 B25 3 Ericsson 4424 B25 3 Ericsson Air6449 B41 130.0 3 Commscope FFV4-65C-R3-V1 T-Arm (3) 1.99" (50.7mm) Hybrid T-MOBILE 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed coax inside the pole shaft. Eng. Number 13636246_C3_02 March 18, 2021 Page 3 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 102%Pass Shaft 99%Pass Base Plate 23%Pass Foundations Reaction Component Analysis Reactions % of Usage Moment (Kips-Ft)6,652.0 102% Axial (Kips)52.2 15% 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 and Sway* Antenna Elevation (ft)Antenna Carrier Deflection (ft) Sway (Rotation) (°) Ericsson Radio 4449 B12,B71 (75 lbs) Ericsson RRUS 4415 B25 Ericsson 4424 B25 Ericsson Air6449 B41 130.0 Commscope FFV4-65C-R3-V1 T-MOBILE 1.034 0.908 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.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 Pole : Location : Client : Height : Description : Shape : 417613 150 ft Monopole T-MOBILE Ankona FL, FL 12 Sides 150.00 Taper:0.244000(in/ft) (ft) 0.00 © 2007 - 2021 by ATC IP LLC. All rights reserved. Base Elev (ft): Code:ANSI/TIA-222-H Exposure : Risk Category : Topo Method : Topographic Category : II C Method 1 1 Sections Properties Section (ft) LengthShaft Diameter (in) Accross Flats (in)Top Thick Length (in) Overlap Steel Grade (ksi)Bottom Joint Type Shape 1 45.000 48.27 59.25 0.469 0.000 6512 Sides 2 49.000 38.83 50.79 0.406 84.000 65Slip Joint 12 Sides 3 44.833 30.00 40.94 0.344 70.000 65Slip Joint 12 Sides 4 28.750 24.58 31.60 0.219 57.000 65Slip Joint 12 Sides Discrete Appurtenance Attach (ft)DescriptionQtyElev Force Elev (ft) 151.000 JMA Wireless X7CQAP-665-6152.700 151.000 CSS X7-665-43152.700 151.000 Raycap RCMDC-6627-PF-481151.000 151.000 Ericsson RRUS-32 (55.1 lbs)3151.000 151.000 Ericsson Radio 2212 B13/B5 (w/6151.000 151.000 VZW Unused Reserve 1151.000 150.000 Flat Platform w/ Handrails1150.000 132.000 Round T-Arm3132.000 130.000 Commscope FFV4-65C-R3-V13130.000 130.000 Ericsson Air6449 B413130.000 130.000 Ericsson 4424 B253130.000 130.000 Ericsson RRUS 4415 B253130.000 130.000 Ericsson Radio 4449 B12,B71 (73130.000 125.800 Raycap DC6-48-60-18-8F(32.8 lb1125.800 120.000 Round Low Profile Platform1120.000 120.000 Kathrein Scala 800-10964K3121.500 120.000 Kathrein Scala 800-10864K6121.600 120.000 Raycap DC6-48-60-18-8C-EV2124.000 120.000 Ericsson RRUS 4449 B5, B123122.900 120.000 Andrew ETD819G-12UB6120.000 120.000 Ericsson Radio 4415 B303123.500 120.000 Ericsson RRUS 8843 B2, B66A3122.900 120.000 RFS FDGW5504/3C-36120.000 Linear Appurtenance Elev (ft) From DescriptionTo Exposed To Wind 0.000 120.0 0.39" (10mm) No 0.000 120.0 0.78" (19.7mm) 8 No 0.000 120.0 1 5/8" Coax No 0.000 120.0 3/8" (0.38"- No 0.000 130.0 1.99" (50.7mm) No 0.000 151.0 1 5/8" Coax No 0.000 151.0 1 5/8" Hybriflex No 0.000 153.0 1 5/8" Coax No Load Cases 1.2D + 1.0W 155 mph with No Ice 0.9D + 1.0W 155 mph with No Ice (Reduced DL) 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W Serviceability 60 mph Moment Shear Axial Load Case Reactions (kip)(kip)(kip-ft) 1.2D + 1.0W 6652.04 63.83 52.24 0.9D + 1.0W 6602.32 63.80 39.15 1.2D + 1.0Ev + 1.0Eh 155.49 1.31 50.83 0.9D - 1.0Ev + 1.0Eh 154.28 1.31 37.36 1.0D + 1.0W 889.56 8.56 43.65 Dish Deflections Attach Elev (ft)Load Case RotationDeflection (deg)(in) 0.00 0.000 0.000 Load Case : 1.2D + 1.0W Max Ratio 99.43% at 0.0 ft Interaction 1.020.970.920.870.820.770.720.670.620.570.520.470.420.370.320.270.220.170.120.07Elevation (ft)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 95.000 100.000 105.000 110.000 115.000 120.000 125.000 130.000 135.000 140.000 145.000 150.000 1.00 1.00 0.99 0.96 0.92 0.88 0.85 0.98 0.92 0.86 0.79 0.74 0.85 0.77 0.65 0.51 0.42 0.35 0.63 0.52 0.29 0.17 0.03 Site Number: 3/18/2021 1:13:17 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Analysis Parameters Location :Height (ft) : Base Diameter (in) : Top Diameter (in) :Shape : Code : 150 12 Sides 59.25 24.59 ANSI/TIA-222-H Taper (in/ft) :0.244 St. Lucie County, FL Pole Manfacturer : Pole Type :Taper 0.00Rotation (deg) : Kd (non-service) :Ke :0.95 1.00 Ice & Wind Parameters Exposure Category:C Topographic Category:1 Crest Height: Design Wind Speed Without Ice: Design Wind Speed With Ice: Operational Wind Speed: Design Ice Thickness: 155 mph 0 mph 60 mph 0.00 in 0 ft Risk Category:II Topographic Factor Procedure:Method 1 HMSL:5.00 ft Seismic Parameters Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil (sec): Period Based on Rayleigh Method (sec):1.92 8 p:1 S S F F S S Max: C Min:1.600 0.030 0.030 0.0302.400 0.0430.052 T LL s : a: ds: 1: v : d1 : C s s : C s 0.0270.049 Load Cases 1.2D + 1.0W 155 mph with No Ice 0.9D + 1.0W 155 mph with No Ice (Reduced DL) 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W Serviceability 60 mph Page:1 Site Number: 3/18/2021 1:13:17 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties 2 )4 )2 )4 ) 45.000 650.4688 59.251-12 0.00 48.2712,317 45.000.00 88.72 39129.1 72.15 21042.731.19 126.40 102.9824.91 0.244000 49.000 Slip650.4063 50.792-12 84.00 38.839,686 87.0038.00 65.91 21356.0 50.27 9475.230.82 125.02 95.5922.93 0.244000 44.833 Slip650.3438 40.943-12 70.00 30.005,932 126.0081.17 44.94 9456.1 32.83 3687.229.24 119.11 87.2920.71 0.244000 28.750 Slip650.2188 31.604-12 57.00 24.581,921 150.00121.25 22.11 2779.1 17.16 1301.036.03 144.47 112.4027.44 0.244000 Shaft Weight 29,856 (ft) No Ice Discrete Appurtenance Properties Elev (ft)Description Weight (lb)(sf) EPAa Orientation FactorKa Vert Ecc Qty Attach Ericsson Radio 2212 B13/B5 (w/o 151.00 44.10 1.856 0.500.0000.756 Ericsson RRUS-32 (55.1 lbs)151.00 55.10 2.852 0.500.0000.753 Raycap RCMDC-6627-PF-48151.00 32.00 4.056 0.500.0000.751 CSS X7-665-4151.00 27.40 8.406 0.681.7000.753 JMA Wireless X7CQAP-665-VR0151.00 46.20 9.549 0.671.7000.756 VZW Unused Reserve (18142.83 151.00 1,678.70 125.992 0.900.0000.751 Flat Platform w/ Handrails150.00 2,000.00 42.400 1.000.0001.001 Round T-Arm132.00 250.00 9.700 0.670.0000.753 Ericsson Radio 4449 B12,B71 130.00 75.00 1.650 0.500.0000.803 Ericsson RRUS 4415 B25130.00 46.00 1.842 0.500.0000.803 Ericsson 4424 B25130.00 86.00 2.052 0.500.0000.803 Ericsson Air6449 B41130.00 104.00 5.682 0.630.0000.803 Commscope FFV4-65C-R3-V1130.00 131.80 21.113 0.630.0000.803 Raycap DC6-48-60-18-8F(32.8 125.80 32.80 1.470 0.500.0000.801 RFS FDGW5504/3C-3120.00 2.90 0.336 0.500.0000.806 Ericsson RRUS 8843 B2, B66A120.00 72.00 1.639 0.502.9000.803 Ericsson Radio 4415 B30120.00 43.00 1.650 0.503.5000.803 Andrew ETD819G-12UB120.00 33.00 1.843 0.500.0000.806 Ericsson RRUS 4449 B5, B12120.00 71.00 1.969 0.502.9000.803 Raycap DC6-48-60-18-8C-EV120.00 16.00 4.788 0.504.0000.802 Kathrein Scala 800-10864K120.00 55.10 7.118 0.651.6000.806 Kathrein Scala 800-10964K120.00 94.80 9.997 0.621.5000.803 Round Low Profile Platform120.00 1,500.00 21.700 1.000.0001.001 23Num Loadings:Totals 73 9,531.60 (ft)(ft) Linear Appurtenance Properties Description From Elev To Elev Wind To (lb/ft) Wt Qty CoaxCoax Dia (in)CarrierFlat(deg) From Face (in) Azimuth Dist ExposedDist Between Rows (in) Max Coax / Row Dist Between Cols (in) Load Case Azimuth (deg) : N0.82 N1.98 ALLTEL 0 0.0000.00 0.000.00 153.00 1 5/8" Coax2 N0.82 N1.98 ALLTEL 0 0.0000.00 0.000.00 151.00 1 5/8" Coax10 N1.30 N1.98 ALLTEL 0 0.0000.00 0.000.00 151.00 1 5/8" Hybriflex2 N1.90 N1.99 T-MOBILE00.0000.00 0.000.00 130.00 1.99" (50.7mm) Hybrid3 N0.06 N0.39 AT&T MOBILITY00.0000.00 0.000.00 120.00 0.39" (10mm) Fiber 3 N0.59 N0.78 AT&T MOBILITY00.0000.00 0.000.00 120.00 0.78" (19.7mm) 8 AWG 6 N0.82 N1.98 AT&T MOBILITY00.0000.00 0.000.00 120.00 1 5/8" Coax12 N0.23 N0.38 AT&T MOBILITY00.0000.00 0.000.00 120.00 3/8" (0.38"- 9.5mm) 1 Page:2 Site Number: 3/18/2021 1:13:17 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE (lb) Weight Description (in) Thick Dia (in) Area (in Ix (in W/t Ratio Ratio Segment Properties (Max Len : 5.ft) Seg Top Elev (ft)(ksi) D/t F'y S Z Flat 2)4)(in 3 )(in3 ) 0.00 0.4688 59.250 126.4031.1939,129.188.723 0.070.7 1275.0.0 5.00 0.4688 58.030 123.8030.4936,742.986.882 1,493.971.5 1223.0.0 10.00 0.4688 56.810 121.1929.7934,455.885.040 1,462.572.2 1171.0.0 15.00 0.4688 55.590 118.5929.1032,265.683.199 1,431.273.0 1121.0.0 20.00 0.4688 54.370 115.9928.4030,170.381.357 1,399.973.7 1072.0.0 25.00 0.4688 53.150 113.3927.7028,167.779.516 1,368.574.5 1023.0.0 30.00 0.4688 51.930 110.7827.0026,255.777.674 1,337.275.3 976.7 0.0 35.00 0.4688 50.710 108.1826.3124,432.375.833 1,305.976.0 930.8 0.0 Bot - Section 238.00 0.4688 49.978 106.6225.8923,379.974.728 768.576.5 903.7 0.0 40.00 0.4688 49.490 105.5825.6122,695.373.991 952.476.8 885.9 0.0 Top - Section 145.00 0.4063 49.083 120.8229.6919,256.963.675 2,340.172.3 757.9 0.0 50.00 0.4063 47.862 117.8228.8917,845.062.079 1,069.873.2 720.3 0.0 55.00 0.4063 46.643 114.8128.0816,503.860.483 1,042.674.1 683.6 0.0 60.00 0.4063 45.423 111.8127.2815,231.558.887 1,015.575.0 647.8 0.0 65.00 0.4063 44.202 108.8126.4814,026.457.291 988.375.8 613.0 0.0 70.00 0.4063 42.983 105.8025.6712,886.655.695 961.276.7 579.2 0.0 75.00 0.4063 41.763 102.8024.8711,810.254.099 934.077.6 546.3 0.0 80.00 0.4063 40.542 99.8024.0610,795.652.503 906.978.5 514.4 0.0 Bot - Section 381.17 0.4063 40.258 99.1023.8710,567.552.131 207.778.7 507.1 0.0 85.00 0.4063 39.323 96.7923.269,840.850.907 1,251.579.4 483.5 0.0 Top - Section 287.00 0.3438 39.522 114.9728.138,496.143.365 641.274.0 415.3 0.0 90.00 0.3438 38.790 112.8427.568,028.742.555 438.674.7 399.9 0.0 95.00 0.3438 37.570 109.2926.617,288.441.205 712.575.7 374.8 0.0 100.0 0.3438 36.350 105.7525.656,595.139.854 689.676.7 350.5 0.0 105.0 0.3438 35.130 102.2024.705,947.138.504 666.677.8 327.0 0.0 110.0 0.3438 33.910 98.6523.755,343.137.154 643.678.8 304.4 0.0 115.0 0.3438 32.690 95.1022.804,781.435.803 620.679.8 282.6 0.0 120.0 0.3438 31.470 91.5521.854,260.534.453 597.780.9 261.5 0.0 Bot - Section 4121.2 0.3438 31.165 90.6621.614,136.534.115 145.881.1 256.4 0.0 125.0 0.3438 30.250 88.0020.903,778.933.102 706.881.9 241.3 0.0 125.8 0.3438 30.055 87.4320.753,705.432.886 148.181.9 238.2 0.0 Top - Section 3126.0 0.2188 30.444 139.1734.612,482.421.290 36.967.0 157.5 0.0 130.0 0.2188 29.467 134.7133.422,249.620.602 285.168.3 147.5 0.0 132.0 0.2188 28.979 132.4832.822,138.920.258 139.068.9 142.6 0.0 135.0 0.2188 28.247 129.1331.921,979.719.743 204.269.9 135.4 0.0 140.0 0.2188 27.027 123.5530.431,732.318.883 328.671.5 123.8 0.0 145.0 0.2188 25.807 117.9828.931,506.418.024 314.073.2 112.8 0.0 150.0 0.2188 24.587 112.4027.441,301.017.165 299.374.8 102.2 0.0 29,855.7 Page:3 Site Number: 3/18/2021 1:13:18 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Load Case:1.2D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 22 Iterations155 mph with No Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 656.0 0.0 0.0 0.0 656.0 0.0 0.0 0.0 5.00 1,298.4 1,792.6 0.0 191.6 1,298.4 1,984.2 0.0 0.0 10.00 1,271.1 1,755.0 0.0 191.6 1,271.1 1,946.6 0.0 0.0 15.00 1,263.3 1,717.4 0.0 191.6 1,263.3 1,909.0 0.0 0.0 20.00 1,288.7 1,679.8 0.0 191.6 1,288.7 1,871.4 0.0 0.0 25.00 1,321.1 1,642.2 0.0 191.6 1,321.1 1,833.8 0.0 0.0 30.00 1,341.7 1,604.6 0.0 191.6 1,341.7 1,796.2 0.0 0.0 35.00 1,081.7 1,567.1 0.0 191.6 1,081.7 1,758.6 0.0 0.0 38.00 683.2Bot - Section 2 922.2 0.0 114.9 683.2 1,037.1 0.0 0.0 40.00 967.5 1,142.9 0.0 76.6 967.5 1,219.6 0.0 0.0 45.00 1,381.6Top - Section 1 2,808.2 0.0 191.6 1,381.6 2,999.8 0.0 0.0 50.00 1,377.6 1,283.7 0.0 191.6 1,377.6 1,475.3 0.0 0.0 55.00 1,369.7 1,251.1 0.0 191.6 1,369.7 1,442.7 0.0 0.0 60.00 1,358.6 1,218.6 0.0 191.6 1,358.6 1,410.1 0.0 0.0 65.00 1,344.6 1,186.0 0.0 191.6 1,344.6 1,377.6 0.0 0.0 70.00 1,328.1 1,153.4 0.0 191.6 1,328.1 1,345.0 0.0 0.0 75.00 1,309.3 1,120.8 0.0 191.6 1,309.3 1,312.4 0.0 0.0 80.00 799.7 1,088.2 0.0 191.6 799.7 1,279.8 0.0 0.0 81.17 647.2Bot - Section 3 249.2 0.0 44.7 647.2 293.9 0.0 0.0 85.00 753.8 1,501.8 0.0 146.9 753.8 1,648.6 0.0 0.0 87.00 638.1Top - Section 2 769.5 0.0 76.6 638.1 846.1 0.0 0.0 90.00 1,007.0 526.3 0.0 114.9 1,007.0 641.2 0.0 0.0 95.00 1,238.0 855.1 0.0 191.6 1,238.0 1,046.6 0.0 0.0 100.00 1,210.8 827.5 0.0 191.6 1,210.8 1,019.1 0.0 0.0 105.00 1,182.3 799.9 0.0 191.6 1,182.3 991.5 0.0 0.0 110.00 1,152.5 772.3 0.0 191.6 1,152.5 963.9 0.0 0.0 115.00 1,121.5 744.8 0.0 191.6 1,121.5 936.3 0.0 0.0 120.00 688.5Appurtenance(s)717.2 6,278.0 0.0 7,858.4 3,504.5 0.0 191.6 6,966.5 4,413.3 0.0 0.0 121.25 542.2Bot - Section 4 175.0 0.0 27.2 542.2 202.2 0.0 0.0 125.00 492.0 848.2 0.0 81.6 492.0 929.8 0.0 0.0 125.80 106.8 177.7 0.0 17.4 106.8 195.1 0.0 0.0 126.00 441.8Top - Section 3 44.2 0.0 4.4 441.8 48.6 0.0 0.0 130.00 626.6Appurtenance(s)342.1 4,052.3 0.0 0.0 1,594.1 0.0 87.1 4,678.9 2,023.3 0.0 0.0 132.00 510.0Appurtenance(s)166.8 1,260.3 0.0 0.0 900.0 0.0 29.9 1,770.4 1,096.7 0.0 0.0 135.00 796.2 245.0 0.0 44.8 796.2 289.8 0.0 0.0 140.00 966.4 394.3 0.0 74.6 966.4 468.9 0.0 0.0 145.00 929.6 376.8 0.0 74.6 929.6 451.4 0.0 0.0 150.00 455.5Appurtenance(s)359.2 3,754.2 0.0 0.0 2,400.0 0.0 74.6 4,209.7 2,833.9 0.0 0.0 Totals:52,293.9 49,339.6 0.00 0.00 Page:4 Site Number: 3/18/2021 1:13:22 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Load Case:1.2D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 22 Iterations155 mph with No Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -52.24 -63.83 -6,652.040.00 0.00 6,652.04 5,645.29 1,557.09 6,764.788,633.77 0.00 0.00 0.994 5.00 -50.00 -62.74 -6,332.900.00 0.00 6,332.90 5,587.60 1,524.77 6,555.588,279.19 0.13 -0.24 0.977 10.00 -47.80 -61.65 -6,019.220.00 0.00 6,019.22 5,527.38 1,492.45 6,346.387,932.06 0.50 -0.48 0.959 15.00 -45.65 -60.57 -5,710.960.00 0.00 5,710.96 5,464.65 1,460.14 6,137.377,592.35 1.13 -0.72 0.941 20.00 -43.54 -59.44 -5,408.140.00 0.00 5,408.14 5,399.39 1,427.82 5,928.737,260.08 2.02 -0.96 0.922 25.00 -41.48 -58.26 -5,110.960.00 0.00 5,110.96 5,331.61 1,395.50 5,720.666,935.25 3.16 -1.21 0.903 30.00 -39.47 -57.05 -4,819.650.00 0.00 4,819.65 5,261.31 1,363.18 5,513.346,617.85 4.56 -1.46 0.883 35.00 -37.54 -56.06 -4,534.390.00 0.00 4,534.39 5,188.50 1,330.87 5,306.986,307.88 6.23 -1.71 0.863 38.00 -36.40 -55.42 -4,366.220.00 0.00 4,366.22 5,143.59 1,311.48 5,183.696,125.47 7.36 -1.87 0.851 40.00 -35.04 -54.53 -4,255.370.00 0.00 4,255.37 5,113.15 1,298.55 5,101.746,005.35 8.16 -1.97 0.843 45.00 -31.85 -53.18 -3,982.730.00 0.00 3,982.73 4,144.98 1,117.49 4,111.585,131.21 10.37 -2.23 0.979 50.00 -30.19 -51.89 -3,716.820.00 0.00 3,716.82 4,090.13 1,089.48 3,954.644,877.29 12.85 -2.49 0.950 55.00 -28.56 -50.60 -3,457.380.00 0.00 3,457.38 4,032.75 1,061.47 3,798.084,629.82 15.61 -2.78 0.920 60.00 -26.97 -49.31 -3,204.390.00 0.00 3,204.39 3,972.86 1,033.46 3,642.084,388.79 18.68 -3.07 0.889 65.00 -25.43 -48.01 -2,957.870.00 0.00 2,957.87 3,910.44 1,005.46 3,486.834,154.20 22.04 -3.35 0.857 70.00 -23.93 -46.73 -2,717.800.00 0.00 2,717.80 3,845.50 977.45 3,332.533,926.05 25.71 -3.64 0.824 75.00 -22.48 -45.45 -2,484.170.00 0.00 2,484.17 3,778.04 949.44 3,179.373,704.35 29.68 -3.93 0.790 80.00 -21.13 -44.62 -2,256.940.00 0.00 2,256.94 3,708.06 921.43 3,027.533,489.09 33.94 -4.21 0.754 81.17 -20.77 -44.01 -2,204.880.00 0.00 2,204.88 3,691.37 914.90 2,992.313,439.79 34.98 -4.28 0.745 85.00 -19.06 -43.19 -2,036.180.00 0.00 2,036.18 3,635.56 893.42 2,877.203,280.27 38.51 -4.50 0.715 87.00 -18.16 -42.53 -1,949.810.00 0.00 1,949.81 2,889.60 761.06 2,306.042,812.79 40.42 -4.62 0.855 90.00 -17.43 -41.55 -1,822.230.00 0.00 1,822.23 2,859.45 746.84 2,238.972,708.70 43.37 -4.79 0.823 95.00 -16.29 -40.31 -1,614.510.00 0.00 1,614.51 2,807.17 723.14 2,127.672,539.57 48.54 -5.09 0.768 100.00 -15.18 -39.09 -1,412.970.00 0.00 1,412.97 2,752.38 699.45 2,017.152,375.89 54.03 -5.39 0.709 105.00 -14.13 -37.88 -1,217.550.00 0.00 1,217.55 2,695.06 675.75 1,907.592,217.66 59.82 -5.67 0.647 110.00 -13.12 -36.70 -1,028.140.00 0.00 1,028.14 2,635.22 652.05 1,799.182,064.89 65.90 -5.94 0.580 115.00 -12.16 -35.53 -844.660.00 0.00 844.66 2,572.87 628.35 1,692.111,917.57 72.24 -6.19 0.507 120.00 -8.47 -28.14 -659.130.00 0.00 659.13 2,507.99 604.65 1,586.571,775.69 78.84 -6.41 0.421 121.25 -8.28 -27.60 -623.950.00 0.00 623.95 2,491.37 598.72 1,560.451,741.08 80.52 -6.47 0.405 125.00 -7.38 -27.01 -520.460.00 0.00 520.46 2,439.98 580.95 1,482.401,639.28 85.65 -6.61 0.356 125.80 -7.15 -26.83 -498.850.00 0.00 498.85 2,424.06 577.16 1,463.001,617.95 86.76 -6.65 0.346 126.00 -7.12 -26.40 -493.480.00 0.00 493.48 1,283.11 373.63 791.181,065.20 87.04 -6.65 0.634 130.00 -5.62 -21.53 -387.890.00 0.00 387.89 1,265.85 361.57 755.15997.54 92.66 -6.79 0.522 132.00 -4.70 -19.65 -344.830.00 0.00 344.83 1,256.62 355.53 737.04964.54 95.52 -6.88 0.475 135.00 -4.46 -18.83 -285.890.00 0.00 285.89 1,242.01 346.49 709.79916.08 99.87 -7.01 0.409 140.00 -4.07 -17.83 -191.730.00 0.00 191.73 1,215.65 331.40 664.26838.08 107.29 -7.18 0.295 145.00 -3.71 -16.85 -102.590.00 0.00 102.59 1,186.77 316.32 618.72763.56 114.86 -7.30 0.172 150.00 0.00 -16.24 -18.320.00 0.00 18.32 1,155.37 301.24 573.39692.51 122.53 -7.36 0.035 Page:5 Site Number: 3/18/2021 1:13:23 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Load Case:0.9D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.00 22 Iterations155 mph with No Ice (Reduced DL) Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 656.0 0.0 0.0 0.0 656.0 0.0 0.0 0.0 5.00 1,298.4 1,344.5 0.0 143.7 1,298.4 1,488.2 0.0 0.0 10.00 1,271.1 1,316.3 0.0 143.7 1,271.1 1,460.0 0.0 0.0 15.00 1,263.3 1,288.1 0.0 143.7 1,263.3 1,431.8 0.0 0.0 20.00 1,288.7 1,259.9 0.0 143.7 1,288.7 1,403.6 0.0 0.0 25.00 1,321.1 1,231.7 0.0 143.7 1,321.1 1,375.4 0.0 0.0 30.00 1,341.7 1,203.5 0.0 143.7 1,341.7 1,347.2 0.0 0.0 35.00 1,081.7 1,175.3 0.0 143.7 1,081.7 1,319.0 0.0 0.0 38.00 683.2Bot - Section 2 691.6 0.0 86.2 683.2 777.9 0.0 0.0 40.00 967.5 857.2 0.0 57.5 967.5 914.7 0.0 0.0 45.00 1,381.6Top - Section 1 2,106.1 0.0 143.7 1,381.6 2,249.8 0.0 0.0 50.00 1,377.6 962.8 0.0 143.7 1,377.6 1,106.5 0.0 0.0 55.00 1,369.7 938.4 0.0 143.7 1,369.7 1,082.0 0.0 0.0 60.00 1,358.6 913.9 0.0 143.7 1,358.6 1,057.6 0.0 0.0 65.00 1,344.6 889.5 0.0 143.7 1,344.6 1,033.2 0.0 0.0 70.00 1,328.1 865.0 0.0 143.7 1,328.1 1,008.7 0.0 0.0 75.00 1,309.3 840.6 0.0 143.7 1,309.3 984.3 0.0 0.0 80.00 799.7 816.2 0.0 143.7 799.7 959.9 0.0 0.0 81.17 647.2Bot - Section 3 186.9 0.0 33.5 647.2 220.5 0.0 0.0 85.00 753.8 1,126.3 0.0 110.2 753.8 1,236.5 0.0 0.0 87.00 638.1Top - Section 2 577.1 0.0 57.5 638.1 634.6 0.0 0.0 90.00 1,007.0 394.7 0.0 86.2 1,007.0 480.9 0.0 0.0 95.00 1,238.0 641.3 0.0 143.7 1,238.0 785.0 0.0 0.0 100.00 1,210.8 620.6 0.0 143.7 1,210.8 764.3 0.0 0.0 105.00 1,182.3 599.9 0.0 143.7 1,182.3 743.6 0.0 0.0 110.00 1,152.5 579.3 0.0 143.7 1,152.5 722.9 0.0 0.0 115.00 1,121.5 558.6 0.0 143.7 1,121.5 702.3 0.0 0.0 120.00 688.5Appurtenance(s)537.9 6,278.0 0.0 7,858.4 2,628.4 0.0 143.7 6,966.5 3,309.9 0.0 0.0 121.25 542.2Bot - Section 4 131.2 0.0 20.4 542.2 151.6 0.0 0.0 125.00 492.0 636.2 0.0 61.2 492.0 697.4 0.0 0.0 125.80 106.8 133.2 0.0 13.1 106.8 146.3 0.0 0.0 126.00 441.8Top - Section 3 33.2 0.0 3.3 441.8 36.4 0.0 0.0 130.00 626.6Appurtenance(s)256.6 4,052.3 0.0 0.0 1,195.6 0.0 65.3 4,678.9 1,517.5 0.0 0.0 132.00 510.0Appurtenance(s)125.1 1,260.3 0.0 0.0 675.0 0.0 22.4 1,770.4 822.5 0.0 0.0 135.00 796.2 183.8 0.0 33.6 796.2 217.3 0.0 0.0 140.00 966.4 295.7 0.0 56.0 966.4 351.7 0.0 0.0 145.00 929.6 282.6 0.0 56.0 929.6 338.6 0.0 0.0 150.00 455.5Appurtenance(s)269.4 3,754.2 0.0 0.0 1,800.0 0.0 56.0 4,209.7 2,125.4 0.0 0.0 Totals:52,293.9 37,004.7 0.00 0.00 Page:6 Site Number: 3/18/2021 1:13:29 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Load Case:0.9D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.00 22 Iterations155 mph with No Ice (Reduced DL) Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -39.15 -63.80 -6,602.320.00 0.00 6,602.32 5,645.29 1,557.09 6,764.788,633.77 0.00 0.00 0.985 5.00 -37.41 -62.66 -6,283.310.00 0.00 6,283.31 5,587.60 1,524.77 6,555.588,279.19 0.13 -0.23 0.967 10.00 -35.70 -61.52 -5,970.040.00 0.00 5,970.04 5,527.38 1,492.45 6,346.387,932.06 0.50 -0.47 0.949 15.00 -34.03 -60.39 -5,662.430.00 0.00 5,662.43 5,464.65 1,460.14 6,137.377,592.35 1.12 -0.71 0.931 20.00 -32.39 -59.22 -5,360.480.00 0.00 5,360.48 5,399.39 1,427.82 5,928.737,260.08 2.00 -0.95 0.912 25.00 -30.79 -58.01 -5,064.380.00 0.00 5,064.38 5,331.61 1,395.50 5,720.666,935.25 3.13 -1.20 0.893 30.00 -29.23 -56.76 -4,774.360.00 0.00 4,774.36 5,261.31 1,363.18 5,513.346,617.85 4.52 -1.45 0.873 35.00 -27.74 -55.74 -4,490.550.00 0.00 4,490.55 5,188.50 1,330.87 5,306.986,307.88 6.18 -1.70 0.853 38.00 -26.86 -55.10 -4,323.330.00 0.00 4,323.33 5,143.59 1,311.48 5,183.696,125.47 7.29 -1.85 0.841 40.00 -25.81 -54.18 -4,213.140.00 0.00 4,213.14 5,113.15 1,298.55 5,101.746,005.35 8.09 -1.96 0.833 45.00 -23.37 -52.82 -3,942.240.00 0.00 3,942.24 4,144.98 1,117.49 4,111.585,131.21 10.28 -2.21 0.967 50.00 -22.08 -51.51 -3,678.130.00 0.00 3,678.13 4,090.13 1,089.48 3,954.644,877.29 12.74 -2.47 0.938 55.00 -20.82 -50.19 -3,420.610.00 0.00 3,420.61 4,032.75 1,061.47 3,798.084,629.82 15.48 -2.75 0.908 60.00 -19.59 -48.88 -3,169.660.00 0.00 3,169.66 3,972.86 1,033.46 3,642.084,388.79 18.51 -3.04 0.877 65.00 -18.39 -47.57 -2,925.260.00 0.00 2,925.26 3,910.44 1,005.46 3,486.834,154.20 21.85 -3.32 0.846 70.00 -17.24 -46.27 -2,687.410.00 0.00 2,687.41 3,845.50 977.45 3,332.533,926.05 25.48 -3.61 0.813 75.00 -16.12 -44.98 -2,456.060.00 0.00 2,456.06 3,778.04 949.44 3,179.373,704.35 29.41 -3.89 0.779 80.00 -15.08 -44.16 -2,231.170.00 0.00 2,231.17 3,708.06 921.43 3,027.533,489.09 33.63 -4.17 0.743 81.17 -14.80 -43.54 -2,179.650.00 0.00 2,179.65 3,691.37 914.90 2,992.313,439.79 34.66 -4.24 0.735 85.00 -13.50 -42.73 -2,012.760.00 0.00 2,012.76 3,635.56 893.42 2,877.203,280.27 38.15 -4.46 0.706 87.00 -12.82 -42.07 -1,927.310.00 0.00 1,927.31 2,889.60 761.06 2,306.042,812.79 40.04 -4.57 0.843 90.00 -12.25 -41.08 -1,801.090.00 0.00 1,801.09 2,859.45 746.84 2,238.972,708.70 42.97 -4.74 0.812 95.00 -11.37 -39.84 -1,595.670.00 0.00 1,595.67 2,807.17 723.14 2,127.672,539.57 48.09 -5.04 0.757 100.00 -10.52 -38.62 -1,396.470.00 0.00 1,396.47 2,752.38 699.45 2,017.152,375.89 53.52 -5.33 0.699 105.00 -9.72 -37.42 -1,203.370.00 0.00 1,203.37 2,695.06 675.75 1,907.592,217.66 59.25 -5.61 0.638 110.00 -8.95 -36.24 -1,016.280.00 0.00 1,016.28 2,635.22 652.05 1,799.182,064.89 65.26 -5.88 0.571 115.00 -8.23 -35.09 -835.080.00 0.00 835.08 2,572.87 628.35 1,692.111,917.57 71.54 -6.12 0.500 120.00 -5.63 -27.81 -651.800.00 0.00 651.80 2,507.99 604.65 1,586.571,775.69 78.07 -6.35 0.415 121.25 -5.49 -27.27 -617.030.00 0.00 617.03 2,491.37 598.72 1,560.451,741.08 79.73 -6.40 0.400 125.00 -4.81 -26.71 -514.780.00 0.00 514.78 2,439.98 580.95 1,482.401,639.28 84.81 -6.55 0.351 125.80 -4.65 -26.53 -493.410.00 0.00 493.41 2,424.06 577.16 1,463.001,617.95 85.91 -6.58 0.341 126.00 -4.63 -26.10 -488.110.00 0.00 488.11 1,283.11 373.63 791.181,065.20 86.18 -6.58 0.625 130.00 -3.62 -21.28 -383.730.00 0.00 383.73 1,265.85 361.57 755.15997.54 91.75 -6.72 0.514 132.00 -2.98 -19.43 -341.170.00 0.00 341.17 1,256.62 355.53 737.04964.54 94.58 -6.81 0.468 135.00 -2.81 -18.62 -282.880.00 0.00 282.88 1,242.01 346.49 709.79916.08 98.89 -6.93 0.404 140.00 -2.53 -17.63 -189.770.00 0.00 189.77 1,215.65 331.40 664.26838.08 106.23 -7.10 0.291 145.00 -2.29 -16.66 -101.650.00 0.00 101.65 1,186.77 316.32 618.72763.56 113.72 -7.22 0.169 150.00 0.00 -16.24 -18.320.00 0.00 18.32 1,155.37 301.24 573.39692.51 121.31 -7.28 0.035 Page:7 Site Number: 3/18/2021 1:13:30 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 20 IterationsServiceability 60 mph Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 88.0 0.0 0.0 0.0 88.0 0.0 0.0 0.0 5.00 174.1 1,493.9 0.0 159.6 174.1 1,653.5 0.0 0.0 10.00 170.5 1,462.5 0.0 159.6 170.5 1,622.2 0.0 0.0 15.00 169.4 1,431.2 0.0 159.6 169.4 1,590.8 0.0 0.0 20.00 172.8 1,399.9 0.0 159.6 172.8 1,559.5 0.0 0.0 25.00 177.2 1,368.5 0.0 159.6 177.2 1,528.2 0.0 0.0 30.00 179.9 1,337.2 0.0 159.6 179.9 1,496.9 0.0 0.0 35.00 145.1 1,305.9 0.0 159.6 145.1 1,465.5 0.0 0.0 38.00 91.6Bot - Section 2 768.5 0.0 95.8 91.6 864.3 0.0 0.0 40.00 129.8 952.4 0.0 63.9 129.8 1,016.3 0.0 0.0 45.00 185.3Top - Section 1 2,340.1 0.0 159.6 185.3 2,499.8 0.0 0.0 50.00 184.8 1,069.8 0.0 159.6 184.8 1,229.4 0.0 0.0 55.00 183.7 1,042.6 0.0 159.6 183.7 1,202.3 0.0 0.0 60.00 182.2 1,015.5 0.0 159.6 182.2 1,175.1 0.0 0.0 65.00 180.3 988.3 0.0 159.6 180.3 1,148.0 0.0 0.0 70.00 178.1 961.2 0.0 159.6 178.1 1,120.8 0.0 0.0 75.00 175.6 934.0 0.0 159.6 175.6 1,093.7 0.0 0.0 80.00 107.3 906.9 0.0 159.6 107.3 1,066.5 0.0 0.0 81.17 86.8Bot - Section 3 207.7 0.0 37.3 86.8 244.9 0.0 0.0 85.00 101.1 1,251.5 0.0 122.4 101.1 1,373.9 0.0 0.0 87.00 85.6Top - Section 2 641.2 0.0 63.9 85.6 705.1 0.0 0.0 90.00 135.1 438.6 0.0 95.8 135.1 534.3 0.0 0.0 95.00 166.0 712.5 0.0 159.6 166.0 872.2 0.0 0.0 100.00 162.4 689.6 0.0 159.6 162.4 849.2 0.0 0.0 105.00 158.6 666.6 0.0 159.6 158.6 826.2 0.0 0.0 110.00 154.6 643.6 0.0 159.6 154.6 803.3 0.0 0.0 115.00 150.4 620.6 0.0 159.6 150.4 780.3 0.0 0.0 120.00 92.3Appurtenance(s)597.7 842.0 0.0 1,054.0 2,920.4 0.0 159.6 934.4 3,677.7 0.0 0.0 121.25 72.7Bot - Section 4 145.8 0.0 22.7 72.7 168.5 0.0 0.0 125.00 66.0 706.8 0.0 68.0 66.0 774.9 0.0 0.0 125.80 14.3 148.1 0.0 14.5 14.3 162.6 0.0 0.0 126.00 59.3Top - Section 3 36.9 0.0 3.6 59.3 40.5 0.0 0.0 130.00 84.0Appurtenance(s)285.1 543.5 0.0 0.0 1,328.4 0.0 72.6 627.5 1,686.1 0.0 0.0 132.00 68.4Appurtenance(s)139.0 169.0 0.0 0.0 750.0 0.0 24.9 237.4 913.9 0.0 0.0 135.00 106.8 204.2 0.0 37.3 106.8 241.5 0.0 0.0 140.00 129.6 328.6 0.0 62.2 129.6 390.8 0.0 0.0 145.00 124.7 314.0 0.0 62.2 124.7 376.2 0.0 0.0 150.00 61.1Appurtenance(s)299.3 503.5 0.0 0.0 2,000.0 0.0 62.2 564.6 2,361.5 0.0 0.0 Totals:7,013.80 41,116.3 0.00 0.00 Page:8 Site Number: 3/18/2021 1:13:35 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 20 IterationsServiceability 60 mph Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -43.65 -8.56 -889.560.00 0.00 889.56 5,645.29 1,557.09 6,764.788,633.77 0.00 0.00 0.139 5.00 -41.99 -8.41 -846.780.00 0.00 846.78 5,587.60 1,524.77 6,555.588,279.19 0.02 -0.03 0.137 10.00 -40.36 -8.26 -804.750.00 0.00 804.75 5,527.38 1,492.45 6,346.387,932.06 0.07 -0.06 0.134 15.00 -38.77 -8.11 -763.460.00 0.00 763.46 5,464.65 1,460.14 6,137.377,592.35 0.15 -0.10 0.132 20.00 -37.20 -7.95 -722.930.00 0.00 722.93 5,399.39 1,427.82 5,928.737,260.08 0.27 -0.13 0.129 25.00 -35.67 -7.79 -683.160.00 0.00 683.16 5,331.61 1,395.50 5,720.666,935.25 0.42 -0.16 0.126 30.00 -34.17 -7.63 -644.200.00 0.00 644.20 5,261.31 1,363.18 5,513.346,617.85 0.61 -0.20 0.123 35.00 -32.70 -7.49 -606.060.00 0.00 606.06 5,188.50 1,330.87 5,306.986,307.88 0.83 -0.23 0.121 38.00 -31.84 -7.41 -583.580.00 0.00 583.58 5,143.59 1,311.48 5,183.696,125.47 0.98 -0.25 0.119 40.00 -30.82 -7.29 -568.770.00 0.00 568.77 5,113.15 1,298.55 5,101.746,005.35 1.09 -0.26 0.118 45.00 -28.31 -7.11 -532.340.00 0.00 532.34 4,144.98 1,117.49 4,111.585,131.21 1.39 -0.30 0.136 50.00 -27.08 -6.93 -496.810.00 0.00 496.81 4,090.13 1,089.48 3,954.644,877.29 1.72 -0.33 0.132 55.00 -25.87 -6.76 -462.150.00 0.00 462.15 4,032.75 1,061.47 3,798.084,629.82 2.09 -0.37 0.128 60.00 -24.70 -6.58 -428.370.00 0.00 428.37 3,972.86 1,033.46 3,642.084,388.79 2.50 -0.41 0.124 65.00 -23.55 -6.41 -395.450.00 0.00 395.45 3,910.44 1,005.46 3,486.834,154.20 2.95 -0.45 0.119 70.00 -22.42 -6.24 -363.390.00 0.00 363.39 3,845.50 977.45 3,332.533,926.05 3.44 -0.49 0.115 75.00 -21.33 -6.07 -332.200.00 0.00 332.20 3,778.04 949.44 3,179.373,704.35 3.97 -0.53 0.110 80.00 -20.26 -5.96 -301.860.00 0.00 301.86 3,708.06 921.43 3,027.533,489.09 4.54 -0.56 0.105 81.17 -20.01 -5.88 -294.910.00 0.00 294.91 3,691.37 914.90 2,992.313,439.79 4.68 -0.57 0.104 85.00 -18.64 -5.77 -272.390.00 0.00 272.39 3,635.56 893.42 2,877.203,280.27 5.15 -0.60 0.100 87.00 -17.93 -5.68 -260.850.00 0.00 260.85 2,889.60 761.06 2,306.042,812.79 5.41 -0.62 0.119 90.00 -17.40 -5.55 -243.810.00 0.00 243.81 2,859.45 746.84 2,238.972,708.70 5.80 -0.64 0.115 95.00 -16.52 -5.39 -216.060.00 0.00 216.06 2,807.17 723.14 2,127.672,539.57 6.49 -0.68 0.107 100.00 -15.67 -5.22 -189.130.00 0.00 189.13 2,752.38 699.45 2,017.152,375.89 7.23 -0.72 0.100 105.00 -14.84 -5.06 -163.010.00 0.00 163.01 2,695.06 675.75 1,907.592,217.66 8.00 -0.76 0.091 110.00 -14.04 -4.91 -137.690.00 0.00 137.69 2,635.22 652.05 1,799.182,064.89 8.82 -0.79 0.082 115.00 -13.26 -4.75 -113.160.00 0.00 113.16 2,572.87 628.35 1,692.111,917.57 9.67 -0.83 0.072 120.00 -9.59 -3.77 -88.340.00 0.00 88.34 2,507.99 604.65 1,586.571,775.69 10.55 -0.86 0.060 121.25 -9.43 -3.69 -83.630.00 0.00 83.63 2,491.37 598.72 1,560.451,741.08 10.78 -0.86 0.057 125.00 -8.65 -3.62 -69.780.00 0.00 69.78 2,439.98 580.95 1,482.401,639.28 11.46 -0.88 0.051 125.80 -8.46 -3.59 -66.880.00 0.00 66.88 2,424.06 577.16 1,463.001,617.95 11.61 -0.89 0.049 126.00 -8.42 -3.54 -66.160.00 0.00 66.16 1,283.11 373.63 791.181,065.20 11.65 -0.89 0.090 130.00 -6.74 -2.88 -52.020.00 0.00 52.02 1,265.85 361.57 755.15997.54 12.40 -0.91 0.074 132.00 -5.83 -2.63 -46.250.00 0.00 46.25 1,256.62 355.53 737.04964.54 12.79 -0.92 0.067 135.00 -5.59 -2.53 -38.350.00 0.00 38.35 1,242.01 346.49 709.79916.08 13.37 -0.94 0.059 140.00 -5.20 -2.39 -25.720.00 0.00 25.72 1,215.65 331.40 664.26838.08 14.37 -0.96 0.043 145.00 -4.82 -2.26 -13.760.00 0.00 13.76 1,186.77 316.32 618.72763.56 15.38 -0.98 0.026 150.00 0.00 -2.18 -2.460.00 0.00 2.46 1,155.37 301.24 573.39692.51 16.41 -0.98 0.004 Page:9 Site Number: 3/18/2021 1:13:36 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Equivalent Lateral Forces Method Analysis 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 Coeffiecient 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 1.50 0.05 0.04 0.03 0.03 0.03 1.92 1.00 1.71 43.65 1.31 k k ): 1 L ): ): s E): ): a v ds): d1): s ): s s : : Segment (ft) Height Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Vertical Force Load Case 1.2D + 1.0Ev + 1.0Eh Seismic z vx 37 4380.0211,828362 27147.50 36 4550.0201,793376 27142.50 35 4730.0201,752391 26137.50 34 2920.0121,030241 15133.50 33 1980.008677164 10131.00 32 4330.0161,419358 21128.00 31 490.00215640 2125.90 30 1970.007623163 9125.40 29 9380.0332,877775 43123.12 28 2040.007604168 9120.62 27 9170.0292,596757 39117.50 26 9450.0282,484780 37112.50 25 9720.0272,366803 35107.50 24 1,0000.0252,243826 33102.50 23 1,0280.0242,117849 3197.50 22 1,0560.0231,987872 3092.50 21 6470.0131,129534 1788.50 20 8530.0161,419705 2186.00 19 1,6630.0302,6061,374 3983.08 18 2960.005441245 780.58 17 1,2910.0201,7961,067 2777.50 16 1,3240.0191,6441,094 2472.50 15 1,3570.0171,4911,121 2267.50 14 1,3900.0151,3391,148 2062.50 13 1,4220.0131,1891,175 1857.50 Page:10 Site Number: 3/18/2021 1:13:36 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE 12 1,4550.0121,0411,202 1552.50 11 1,4880.0108981,229 1347.50 10 3,0260.0171,5092,500 2242.50 9 1,2300.0065301,016 839.00 8 1,0460.005402864 636.50 7 1,7740.0065601,466 832.50 6 1,8120.0054301,497 627.50 5 1,8500.0043111,528 522.50 4 1,8880.0022071,560 317.50 3 1,9260.0011191,591 212.50 2 1,9640.001511,622 17.50 1 2,0010.00081,654 02.50 Ericsson Radio 2212 3200.0161,377265 20150.00 Ericsson RRUS-32 (55 2000.010860165 13150.00 Raycap RCMDC-6627-PF 390.00216632 2150.00 CSS X7-665-4 990.00542882 6150.00 JMA Wireless X7CQAP-3360.0161,442277 21150.00 VZW Unused Reserve (2,0320.0998,7331,679 130150.00 Flat Platform w/ Han 2,4210.11810,4052,000 155150.00 Round T-Arm 9080.0363,137750 47132.00 Ericsson Radio 4449 2720.010917225 14130.00 Ericsson RRUS 4415 B 1670.006562138 8130.00 Ericsson 4424 B25 3120.0121,051258 16130.00 Ericsson Air6449 B41 3780.0141,271312 19130.00 Commscope FFV4-65C-R 4790.0181,611395 24130.00 Raycap DC6-48-60-18-400.00112633 2125.80 RFS FDGW5504/3C-3 210.0016217 1120.00 Ericsson RRUS 8843 B 2610.009768216 11120.00 Ericsson Radio 4415 1560.005458129 7120.00 Andrew ETD819G-12UB 2400.008704198 10120.00 Ericsson RRUS 4449 B 2580.009757213 11120.00 Raycap DC6-48-60-18-390.00111432 2120.00 Kathrein Scala 800-1 4000.0131,175331 17120.00 Kathrein Scala 800-1 3440.0111,011284 15120.00 Round Low Profile Pl 1,8160.0605,3311,500 79120.00 43,649 88,139 1.000 1,309 52,835 Segment (ft) Height Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Vertical Force Load Case 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) z vx 37 3220.0211,828362 27147.50 36 3350.0201,793376 27142.50 35 3480.0201,752391 26137.50 34 2150.0121,030241 15133.50 33 1460.008677164 10131.00 32 3180.0161,419358 21128.00 31 360.00215640 2125.90 30 1450.007623163 9125.40 29 6890.0332,877775 43123.12 28 1500.007604168 9120.62 27 6740.0292,596757 39117.50 26 6940.0282,484780 37112.50 25 7150.0272,366803 35107.50 24 7350.0252,243826 33102.50 23 7550.0242,117849 3197.50 22 7760.0231,987872 3092.50 21 4750.0131,129534 1788.50 20 6270.0161,419705 2186.00 19 1,2220.0302,6061,374 3983.08 18 2180.005441245 780.58 Page:11 Site Number: 3/18/2021 1:13:36 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE 17 9490.0201,7961,067 2777.50 16 9730.0191,6441,094 2472.50 15 9970.0171,4911,121 2267.50 14 1,0210.0151,3391,148 2062.50 13 1,0450.0131,1891,175 1857.50 12 1,0690.0121,0411,202 1552.50 11 1,0940.0108981,229 1347.50 10 2,2240.0171,5092,500 2242.50 9 9040.0065301,016 839.00 8 7690.005402864 636.50 7 1,3040.0065601,466 832.50 6 1,3320.0054301,497 627.50 5 1,3590.0043111,528 522.50 4 1,3870.0022071,560 317.50 3 1,4150.0011191,591 212.50 2 1,4430.001511,622 17.50 1 1,4710.00081,654 02.50 Ericsson Radio 2212 2350.0161,377265 20150.00 Ericsson RRUS-32 (55 1470.010860165 13150.00 Raycap RCMDC-6627-PF 280.00216632 2150.00 CSS X7-665-4 730.00542882 6150.00 JMA Wireless X7CQAP-2470.0161,442277 21150.00 VZW Unused Reserve (1,4930.0998,7331,679 130150.00 Flat Platform w/ Han 1,7790.11810,4052,000 155150.00 Round T-Arm 6670.0363,137750 47132.00 Ericsson Radio 4449 2000.010917225 14130.00 Ericsson RRUS 4415 B 1230.006562138 8130.00 Ericsson 4424 B25 2300.0121,051258 16130.00 Ericsson Air6449 B41 2780.0141,271312 19130.00 Commscope FFV4-65C-R 3520.0181,611395 24130.00 Raycap DC6-48-60-18-290.00112633 2125.80 RFS FDGW5504/3C-3 150.0016217 1120.00 Ericsson RRUS 8843 B 1920.009768216 11120.00 Ericsson Radio 4415 1150.005458129 7120.00 Andrew ETD819G-12UB 1760.008704198 10120.00 Ericsson RRUS 4449 B 1890.009757213 11120.00 Raycap DC6-48-60-18-280.00111432 2120.00 Kathrein Scala 800-1 2940.0131,175331 17120.00 Kathrein Scala 800-1 2530.0111,011284 15120.00 Round Low Profile Pl 1,3340.0605,3311,500 79120.00 43,649 88,139 1.000 1,309 38,828 Page:12 Site Number: 3/18/2021 1:13:36 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 1.2D + 1.0Ev + 1.0EhLoad Case Seismic 0.00 -50.83 -1.31 0.00 -155.49 0.00 155.49 5,645.29 1,557.09 8,633.77 6,764.78 0.00 0.00 0.032 5.00 -48.87 -1.31 0.00 -148.94 0.00 148.94 5,587.60 1,524.77 8,279.19 6,555.58 0.00 -0.01 0.031 10.00 -46.94 -1.32 0.00 -142.36 0.00 142.36 5,527.38 1,492.45 7,932.06 6,346.38 0.01 -0.01 0.031 15.00 -45.06 -1.32 0.00 -135.77 0.00 135.77 5,464.65 1,460.14 7,592.35 6,137.37 0.03 -0.02 0.030 20.00 -43.21 -1.32 0.00 -129.18 0.00 129.18 5,399.39 1,427.82 7,260.08 5,928.73 0.05 -0.02 0.030 25.00 -41.39 -1.31 0.00 -122.59 0.00 122.59 5,331.61 1,395.50 6,935.25 5,720.66 0.07 -0.03 0.029 30.00 -39.62 -1.31 0.00 -116.02 0.00 116.02 5,261.31 1,363.18 6,617.85 5,513.34 0.11 -0.03 0.029 35.00 -38.57 -1.31 0.00 -109.47 0.00 109.47 5,188.50 1,330.87 6,307.88 5,306.98 0.15 -0.04 0.028 38.00 -37.34 -1.30 0.00 -105.55 0.00 105.55 5,143.59 1,311.48 6,125.47 5,183.69 0.17 -0.04 0.028 40.00 -34.32 -1.28 0.00 -102.95 0.00 102.95 5,113.15 1,298.55 6,005.35 5,101.74 0.19 -0.05 0.027 45.00 -32.83 -1.27 0.00 -96.56 0.00 96.56 4,144.98 1,117.49 5,131.21 4,111.58 0.25 -0.05 0.031 50.00 -31.37 -1.25 0.00 -90.23 0.00 90.23 4,090.13 1,089.48 4,877.29 3,954.64 0.31 -0.06 0.030 55.00 -29.95 -1.24 0.00 -83.97 0.00 83.97 4,032.75 1,061.47 4,629.82 3,798.08 0.37 -0.07 0.030 60.00 -28.56 -1.22 0.00 -77.78 0.00 77.78 3,972.86 1,033.46 4,388.79 3,642.08 0.45 -0.07 0.029 65.00 -27.21 -1.20 0.00 -71.68 0.00 71.68 3,910.44 1,005.46 4,154.20 3,486.83 0.53 -0.08 0.028 70.00 -25.88 -1.18 0.00 -65.69 0.00 65.69 3,845.50 977.45 3,926.05 3,332.53 0.61 -0.09 0.026 75.00 -24.59 -1.15 0.00 -59.81 0.00 59.81 3,778.04 949.44 3,704.35 3,179.37 0.71 -0.09 0.025 80.00 -24.29 -1.14 0.00 -54.06 0.00 54.06 3,708.06 921.43 3,489.09 3,027.53 0.81 -0.10 0.024 81.17 -22.63 -1.10 0.00 -52.72 0.00 52.72 3,691.37 914.90 3,439.79 2,992.31 0.84 -0.10 0.024 85.00 -21.78 -1.08 0.00 -48.49 0.00 48.49 3,635.56 893.42 3,280.27 2,877.20 0.92 -0.11 0.023 87.00 -21.13 -1.07 0.00 -46.33 0.00 46.33 2,889.60 761.06 2,812.79 2,306.04 0.97 -0.11 0.027 90.00 -20.07 -1.04 0.00 -43.13 0.00 43.13 2,859.45 746.84 2,708.70 2,238.97 1.04 -0.11 0.026 95.00 -19.05 -1.01 0.00 -37.94 0.00 37.94 2,807.17 723.14 2,539.57 2,127.67 1.16 -0.12 0.025 100.00 -18.05 -0.97 0.00 -32.91 0.00 32.91 2,752.38 699.45 2,375.89 2,017.15 1.30 -0.13 0.023 105.00 -17.07 -0.94 0.00 -28.05 0.00 28.05 2,695.06 675.75 2,217.66 1,907.59 1.43 -0.14 0.021 110.00 -16.13 -0.90 0.00 -23.37 0.00 23.37 2,635.22 652.05 2,064.89 1,799.18 1.58 -0.14 0.019 115.00 -15.21 -0.86 0.00 -18.87 0.00 18.87 2,572.87 628.35 1,917.57 1,692.11 1.73 -0.15 0.017 120.00 -11.47 -0.69 0.00 -14.57 0.00 14.57 2,507.99 604.65 1,775.69 1,586.57 1.89 -0.15 0.014 121.25 -10.54 -0.64 0.00 -13.71 0.00 13.71 2,491.37 598.72 1,741.08 1,560.45 1.93 -0.15 0.013 125.00 -10.30 -0.63 0.00 -11.30 0.00 11.30 2,439.98 580.95 1,639.28 1,482.40 2.05 -0.16 0.012 125.80 -10.25 -0.63 0.00 -10.80 0.00 10.80 2,424.06 577.16 1,617.95 1,463.00 2.08 -0.16 0.012 126.00 -9.82 -0.61 0.00 -10.67 0.00 10.67 1,283.11 373.63 1,065.20 791.18 2.08 -0.16 0.021 130.00 -8.01 -0.51 0.00 -8.25 0.00 8.25 1,265.85 361.57 997.54 755.15 2.22 -0.16 0.017 132.00 -6.81 -0.45 0.00 -7.22 0.00 7.22 1,256.62 355.53 964.54 737.04 2.28 -0.16 0.015 135.00 -6.34 -0.42 0.00 -5.88 0.00 5.88 1,242.01 346.49 916.08 709.79 2.39 -0.17 0.013 140.00 -5.88 -0.39 0.00 -3.78 0.00 3.78 1,215.65 331.40 838.08 664.26 2.56 -0.17 0.011 145.00 -5.45 -0.36 0.00 -1.82 0.00 1.82 1,186.77 316.32 763.56 618.72 2.74 -0.17 0.008 150.00 0.00 -0.35 0.00 0.00 0.00 0.00 1,155.37 301.24 692.51 573.39 2.92 -0.17 0.000 Page:13 Site Number: 3/18/2021 1:13:36 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.9D - 1.0Ev + 1.0EhLoad Case Seismic (Reduced DL) 0.00 -37.36 -1.31 0.00 -154.28 0.00 154.28 5,645.29 1,557.09 8,633.77 6,764.78 0.00 0.00 0.029 5.00 -35.91 -1.31 0.00 -147.73 0.00 147.73 5,587.60 1,524.77 8,279.19 6,555.58 0.00 -0.01 0.029 10.00 -34.50 -1.31 0.00 -141.17 0.00 141.17 5,527.38 1,492.45 7,932.06 6,346.38 0.01 -0.01 0.028 15.00 -33.11 -1.31 0.00 -134.59 0.00 134.59 5,464.65 1,460.14 7,592.35 6,137.37 0.03 -0.02 0.028 20.00 -31.75 -1.31 0.00 -128.02 0.00 128.02 5,399.39 1,427.82 7,260.08 5,928.73 0.05 -0.02 0.027 25.00 -30.42 -1.31 0.00 -121.46 0.00 121.46 5,331.61 1,395.50 6,935.25 5,720.66 0.07 -0.03 0.027 30.00 -29.12 -1.30 0.00 -114.92 0.00 114.92 5,261.31 1,363.18 6,617.85 5,513.34 0.11 -0.03 0.026 35.00 -28.35 -1.30 0.00 -108.40 0.00 108.40 5,188.50 1,330.87 6,307.88 5,306.98 0.15 -0.04 0.026 38.00 -27.44 -1.29 0.00 -104.51 0.00 104.51 5,143.59 1,311.48 6,125.47 5,183.69 0.17 -0.04 0.025 40.00 -25.22 -1.27 0.00 -101.92 0.00 101.92 5,113.15 1,298.55 6,005.35 5,101.74 0.19 -0.05 0.025 45.00 -24.13 -1.26 0.00 -95.58 0.00 95.58 4,144.98 1,117.49 5,131.21 4,111.58 0.24 -0.05 0.029 50.00 -23.06 -1.24 0.00 -89.29 0.00 89.29 4,090.13 1,089.48 4,877.29 3,954.64 0.30 -0.06 0.028 55.00 -22.01 -1.23 0.00 -83.07 0.00 83.07 4,032.75 1,061.47 4,629.82 3,798.08 0.37 -0.07 0.027 60.00 -20.99 -1.21 0.00 -76.93 0.00 76.93 3,972.86 1,033.46 4,388.79 3,642.08 0.44 -0.07 0.026 65.00 -19.99 -1.19 0.00 -70.89 0.00 70.89 3,910.44 1,005.46 4,154.20 3,486.83 0.52 -0.08 0.025 70.00 -19.02 -1.16 0.00 -64.95 0.00 64.95 3,845.50 977.45 3,926.05 3,332.53 0.61 -0.09 0.024 75.00 -18.07 -1.14 0.00 -59.13 0.00 59.13 3,778.04 949.44 3,704.35 3,179.37 0.70 -0.09 0.023 80.00 -17.85 -1.13 0.00 -53.43 0.00 53.43 3,708.06 921.43 3,489.09 3,027.53 0.80 -0.10 0.022 81.17 -16.63 -1.09 0.00 -52.11 0.00 52.11 3,691.37 914.90 3,439.79 2,992.31 0.83 -0.10 0.022 85.00 -16.00 -1.07 0.00 -47.92 0.00 47.92 3,635.56 893.42 3,280.27 2,877.20 0.91 -0.11 0.021 87.00 -15.53 -1.06 0.00 -45.78 0.00 45.78 2,889.60 761.06 2,812.79 2,306.04 0.96 -0.11 0.025 90.00 -14.75 -1.03 0.00 -42.61 0.00 42.61 2,859.45 746.84 2,708.70 2,238.97 1.03 -0.11 0.024 95.00 -14.00 -0.99 0.00 -37.49 0.00 37.49 2,807.17 723.14 2,539.57 2,127.67 1.15 -0.12 0.023 100.00 -13.26 -0.96 0.00 -32.51 0.00 32.51 2,752.38 699.45 2,375.89 2,017.15 1.28 -0.13 0.021 105.00 -12.55 -0.93 0.00 -27.71 0.00 27.71 2,695.06 675.75 2,217.66 1,907.59 1.42 -0.13 0.019 110.00 -11.85 -0.89 0.00 -23.08 0.00 23.08 2,635.22 652.05 2,064.89 1,799.18 1.56 -0.14 0.017 115.00 -11.18 -0.85 0.00 -18.64 0.00 18.64 2,572.87 628.35 1,917.57 1,692.11 1.71 -0.15 0.015 120.00 -8.43 -0.68 0.00 -14.40 0.00 14.40 2,507.99 604.65 1,775.69 1,586.57 1.87 -0.15 0.012 121.25 -7.74 -0.63 0.00 -13.55 0.00 13.55 2,491.37 598.72 1,741.08 1,560.45 1.91 -0.15 0.012 125.00 -7.57 -0.62 0.00 -11.17 0.00 11.17 2,439.98 580.95 1,639.28 1,482.40 2.03 -0.16 0.011 125.80 -7.53 -0.62 0.00 -10.67 0.00 10.67 2,424.06 577.16 1,617.95 1,463.00 2.06 -0.16 0.010 126.00 -7.21 -0.60 0.00 -10.54 0.00 10.54 1,283.11 373.63 1,065.20 791.18 2.06 -0.16 0.019 130.00 -5.89 -0.51 0.00 -8.15 0.00 8.15 1,265.85 361.57 997.54 755.15 2.19 -0.16 0.015 132.00 -5.01 -0.44 0.00 -7.14 0.00 7.14 1,256.62 355.53 964.54 737.04 2.26 -0.16 0.014 135.00 -4.66 -0.41 0.00 -5.81 0.00 5.81 1,242.01 346.49 916.08 709.79 2.36 -0.16 0.012 140.00 -4.32 -0.39 0.00 -3.74 0.00 3.74 1,215.65 331.40 838.08 664.26 2.54 -0.17 0.009 145.00 -4.00 -0.36 0.00 -1.80 0.00 1.80 1,186.77 316.32 763.56 618.72 2.71 -0.17 0.006 150.00 0.00 -0.35 0.00 0.00 0.00 0.00 1,155.37 301.24 692.51 573.39 2.89 -0.17 0.000 Page:14 Site Number: 3/18/2021 1:13:36 PM Code:417613 Site Name:Ankona FL, FL © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13636246_C3_02 Customer:T-MOBILE Analysis Summary Load Case (kips) FZ Shear Reactions Axial FY (kips)(ft-kips) MX Moment Elev (ft)Ratio Interaction Max Usage Shear FX (kips) Moment MZ (ft-kips) Moment MY (ft-kips) 1.2D + 1.0W 63.83 0.00 52.24 0.00 0.00 6652.04 0.00 0.99 0.9D + 1.0W 63.80 0.00 39.15 0.00 0.00 6602.32 0.00 0.98 1.2D + 1.0Ev + 1.0Eh 1.31 0.00 50.83 0.00 0.00 155.49 0.00 0.03 0.9D - 1.0Ev + 1.0Eh 1.31 0.00 37.36 0.00 0.00 154.28 0.00 0.03 1.0D + 1.0W 8.56 0.00 43.65 0.00 0.00 889.56 0.00 0.14 Page:15 1:06 PM 3/18/2021 417613 - Ankona FL, FL (ANSI/TIA-222-H) Number of Sides 12 -Moment, Mu 6,652.0 k-ft Capacity Result Diameter 59.25 in Axial, Pu 52.2 k 23%Pass Thickness 15/32 in Shear, Vu 63.8 k 102%Pass Orientation Offset 15 °324 °-- Number of Sides 12 -Quantity - Diameter, ø 73.84 in Bar Size in Thickness 3 in Diameter, ø 0 in Grade Bracket Type - Yield Strength, Fy 60 ksi Circle 69.55 in Tensile Strength, Fu 75 ksi Orientation Offset ° Clip N/A in Applied Force, Pu 0.0 k Orientation Offset 15 °0.0 k Anchor Rod Detail c η=0.55 Clear Distance N/A in Applied Moment, Mu 1426.7 k Quantity - 6202.6 k Diameter, ø in Bolt Circle in Grade Arrangement Radial -Yield Strength, Fy #N/A ksi Quantity 20 -Tensile Strength, Fu #N/A ksi Diameter, ø 2 1/4 in Bypass Base? Bolt Circle 67.84 in Orientation Offset ° Grade Applied Force, Pu 0.0 k Yield Strength, Fy 75 ksi 0.0 k Tensile Strength, Fu 100 ksi Spacing 10.7 in Orientation Offset °Quantity - Applied Force, Pu 246.4 k Diameter, ø in 243.6 k Bolt Circle in Grade Yield Strength, Fy #N/A ksi Arrangement -Tensile Strength, Fu #N/A ksi Quantity -Bypass Base? Height in Orientation Offset ° Width in Applied Force, Pu 0.0 k Effective Width 0.000 in 0.0 k Thickness in Effective Thickness in Notch in Flat Edge in Grade - Yield Strength, Fy #N/A ksi Tensile Strength, Fu #N/A ksi Horizontal Weld Horizontal Fillet Size in Bevel Depth in Capacity - Vertical Weld 23%Pass Vertical Fillet Size in 102%Pass Weld Strength ksi -- Electrode Coefficient #N/A --- Orientation Offset °-- 0.0 k -- #N/A k -- 0.0 k -- 0.0 k --Stiffener Comp. Base Plate Anchor Rods Bolt Group 1 Bolt Group 2 Dwyidag Stiffener Weld (V) Stiffener Weld (H) Stiffener Tension Base Plate & Anchor Rod Analysis Pole Dimensions Base Reactions Component Base Plate Bending Stress, φMn Base Plate Report Capacities Dwyidag Dywidag Reinforcement Dywidag Bar, φPn A572-60 Original Anchor Rods Additional Anchor Rods Comp. Capacity, φPn Ten. Capacity, φTn Horz. Weld, φRn Vertical Weld, φRn Anchor Rods, φPn Stiffeners A615-75 Fillet Individual Capacity Summary Component Additional Anchor Rods Additional Rod, φPn Additional Rod, φPn Neutral Axis Anchor Rods X:\A-B\Ankona FL, FL (417613)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By: 5/14/2020 Reaction Distribution Geometric Properties Shape -Anchor Rod Quantity, N -Applied Axial Force, Pu k Width, W in Rod Diameter, d in Applied Horizontal Force, Vu k Thickness, t in Bolt Circle, BC in Yield Strength, Fy ksi Yield Strength, Fy ksi Tensile Strength, Fu ksi Tensile Strength, Fu ksi Vert.-to-Stiffener a=ex/l - Base Plate Chord in Applied Axial, Pu k Spacing Ratio, k - Detail Type -Applied Shear, Vu k Weld Coefficient, C - Detail Factor -Compressive Capacity, φPn k Compressive Capacity, φPn k Clear Distance -Tensile Capacity, φRnt OK Vert.-to-Plate a=ex/l - Interaction Capacity OK Spacing Ratio, k - Weld Coefficient, C - Chord Length AA in Shear Capacity, φVn k Additional AA in Bolt Quantity, N -Pu/fPPn + Vu/fVVn Section Modulus, Z in3 Bolt Diameter, d in Applied Moment, Mu k-ft Bolt Circle, BC in Bending Capacity, φMn k-ft Yield Strength, Fy ksi Horz.-to-Stiffener a=ex/l - Capacity, Mu/φMn OK Tensile Strength, Fu ksi Spacing Ratio, k - Applied Axial, Pu k Weld Coefficient, C - Chord Length AB in Applied Shear, Vu k Effective Fillet in Additional AB in Compressive Capacity, φPn k Compressive Capacity, φPn k Section Modulus, Z in3 Compressive Capacity, φPn Horz.-to-Pole a=ex/l - Applied Moment, Mu k-ft Interaction Capacity Spacing Ratio, k - Bending Capacity, φMn k-ft Weld Coefficient, C - Capacity, Mu/φMn OK Shear Capacity, φVn k Bolt Quantity, N -Pu/fPPn + Vu/fVVn Bend Line Length in Bolt Diameter, d in Additional Bend Line in Bolt Circle, BC in Section Modulus, Z in3 Yield Strength, Fy ksi Gross Cross Section in2 Applied Moment, Mu k-ft Tensile Strength, Fu ksi Net Cross Section in2 Bending Capacity, φMn k-ft Applied Axial, Pu k Tensile Capacity, φTn k Capacity, Mu/φMn OK Applied Shear, Vu k Capacity, Tu/φTn Compressive Capacity, φPn k Compressive Capacity, φPn Arc Length in Interaction Capacity Radius of Gyration in3 Section Modulus, Z in3 kl/r - Moment Arm in 4.71 (E/Fy)- Applied Moment, Mu k-ft Dywidag Quantity, N -Buckling Stress(Fe)- Bending Capacity, φMn k-ft Dywidag Diameter, d in Crit. Buckling Stress(Fcr)ksi Capacity, Mu/φMn Bolt Circle, BC in Compressive Capacity, φPn k Yield Strength, Fy ksi Capacity, Pu/φPn Tensile Strength, Fu ksi Applied Axial, Pu k Compressive Capacity, φPn k Capacity, Pu/φPn 86.632 #DIV/0! #DIV/0! #DIV/0! #N/A #DIV/0! #DIV/0! 0.0 0.00 0 67.84 75 100 243.6 1.023 #DIV/0! #DIV/0! N/A 0.55 c 12 #DIV/0! Plate Compression 0.000 #DIV/0! 0.000 194.922 0.0 0.0 - 0.0 - #DIV/0! #DIV/0! 0.00 0.0 #N/A - 1426.7 10525.8 0.136 0.000 0.0 0.000 0.000 0.000 0.0 0.0 0.0 0 0 Dywidag Reinforcement 69.55 75 100 0.0 0.0 0.0 63.8 0.00 0.00 0.00 0.00 1.00 3.9761 0.0000 0.0 0.0 0.0 0.0 6652.0 0.0 1.6 1.011 Internal Base Plate 20 2.25 63.8 k 0.0 0.0 0.0 Vu Shear 36967.420.52447.131485.5771 in4#in4in2in2- Section - Factor k-ft Mu Moment 1.006652.0 3.2477 0.8393 4.5 34813.07 Moment of Inertia Threads per Inch Individual InertiaNet AreaGross Area 0.00 0.0 0.0000 0.0000 0 0.00 0.0000 0.0000 0.0000 0 0.00 0 0 Calculations for Monopole Base Plate & Anchor Rod Analysis Stiffener Forces Dywidag Forces Additional Bolt (Grp2) Forces Additional Bolt (Grp1) Forces Anchor Rod Forces Base Forces - Reaction Stiffener Dywidag Bolt2 Bolt1 Bolt Pole 0.0000 0.00 0.0000 0.0000 0.0000 Plate Tension 42.956 110.151 677.7 5948.2 0.114 45.051 114.864 1426.7 6202.6 0.230 6.000 6.000 0 0.0 0.0 0 0 0 0.000 #DIV/0! #N/A Base Plate Stiffeners Additional Bolt Group 2 Additional Bolt Group 1 Anchor RodsBase Plate 0.0000 0.0000 External Base Plate 73.84 3 0 0 0 246.4 - #DIV/0! #N/A Vertical Weld Horizontal Weld 60 75 44.066 #DIV/0! Asset 417613 v1.0 Pier Foundation Analysis (ANSI/TIA-222-H) Foundation Analysis Parameters Reactions Pier Diameter D 8.00 ft Moment, Mu 6,652.0 k-ft Pier Embedment L-h 27.8 ft Shear, Vu 63.8 k Pier Height above Ground H 0.75 ft Axial, Pu 52.2 k Water Table Depth [BGL]GW 5 ft Uplift, Tu 0.0 k Pullout Angle Θ 30 °Anchor Radius 0.0 ft Unit Weight of Concrete 150 pcf Node T1 Uplift Skin Friction Factor 1.000 Soil Properties Layer Depth (ft) Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Bearing Pressure TOP BTM pcf psf °psf psf 0.0 2.0 100 0 0 0 0 2.0 5.0 125 0 31 520 0 5.0 12.0 120 0 29 940 0 12.0 16.0 121 0 29 1,180 0 16.0 20.0 126 0 32 1,340 0 20.0 28.8 120 0 29 1,580 3,200 Soil Strength Capacities Volume of Concrete 1,432.6 ft3 Weight of Concrete [Buoyancy Considered]143.5 k Average Soil Unit Weight 69.0 pcf Skin Friction Resistance 765.7 k Compressive Bearing Resistance 160.8 k Pullout Weight [Minus Concrete Weight]899.6 k Compressive Force, Pu 102.3 k Nominal Compressive Capacity, φsPn 694.9 k Pu / φsPn 14.7% Total Lateral Resistance 1,816.6 k Inflection Point [BGL]18.9 ft Moment at Inflection Point, MD 7,905.2 k-ft Nominal Moment Capacity, φsMn 7,754.5 k-ft MD / φsMn 101.9%