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IN73XR538_Structural Analysis_02.18.2018_IN46584
TES Project Number: 70181 Page 1 February 18, 2019 Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 89 ft Monopole Customer Name: SBA Communications Corp Customer Site Number: IN46584-A Customer Site Name: Woodland Carrier Name: Sprint Nextel (App#: 106644, V2) Carrier Site ID / Name: IN73XR538 / Woodland Site Location: 1776 E. 116th Street Carmel, Indiana Hamilton County Latitude: 39.957847 Longitude: -86.125816 Analysis Result: Max Structural Usage: 28.1% [Pass] Max Foundation Usage: 16.0% [Pass] Additional Usage Caused by New Mount/Mount Modification : N/A Report Prepared By : Linfeng Chen TES Project Number: 70181 Page 2 February 18, 2019 Introduction The purpose of this report is to summarize the analysis results on the 89 ft Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings FWT, Project #: Q45555, Dated: 06/28/2001 GPD Group, Job# 2014778.46584.01, Dated:10/17/14 Foundation Drawing FWT, Project #: Q45555, Dated: 06/28/2001 Geotechnical Report ECS, Job #: 16:2716, Dated: 06/12/2001 Modification Drawings N/A Analysis Criteria The rigorous analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA/EIA 222-G. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second- order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: Ultimate Design Wind Speed Vult = 115.0 mph (3-Sec. Gust)/ Nominal Design Wind Speed Vasd = 89.0 mph (3-Sec. Gust) Wind Speed with Ice: 40 mph (3-Sec. Gust) with 1” radial ice concurrent Operational Wind Speed: 60 mph + 0” Radial ice Standard/Codes: ANSI/TIA/EIA 222-G / 2012 IBC / 2014 Indiana Building Code Exposure Category: C Structure Class: II Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: SS = 0.147, S1 = 0.082 This structural analysis is based upon the tower being classified as a Structure Class II; however, if a different classification is required subsequent to the date hereof, the tower classification will be changed to meet such requirement and a new structural analysis will be run. TES Project Number: 70181 Page 3 February 18, 2019 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Proposed Carrier’s Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier’s final configuration of antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. All transmission lines are considered running inside of the pole shafts. Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner - 90.0 3 EMS DR90-11-DBL (3) T-Arms (3) 1.25" (9) 7/8" Sprint Nextel - 2 Jaybeam PCSX065-18-2H - 1 Jaybeam A-18A24E 3 80.0 3 Andrew LNX-6514DS-A1M - Panel Commscope MTC3619 (1) 1.43" (12) 7/8" Verizon 4 3 Antel BXA-185060/8CF - Panel 5 3 Andrew LNX-6514DS-VTM - Panel 6 3 Andrew HBXX-6516DS-A2M - Panel 7 3 Westell BWC-TTMA-700C-VG 8 3 Commscope ATM200-A20 9 3 Ericsson RRUS12 RRU 10 3 Ericsson RRUS A2 11 6 RFS FD9R6004/1C-3L Diplexers 12 1 Raycap RC2DC-3315-PF-48 Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 90.0 2 CommScope HBX6517DS-A1M - Panel (3) T-Arms (3) 1.25" Sprint Nextel 2 1 Jaybeam A-18A24E TES Project Number: 70181 Page 4 February 18, 2019 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Pole shafts Anchor Bolts Base Plate Max. Usage: 28.1% 22.5% 9.8% Pass/Fail Pass Pass Pass Foundations Moment (Kip-Ft) Shear (Kips) Axial (Kips) Analysis Reactions 654.1 10.1 15.3 The foundation has been investigated using the supplied documents and soils report and was found adequate. Therefore, no modification to the foundation will be required. TES Project Number: 70181 Page 5 February 18, 2019 Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSI/TIA/EIA 222-G for the installed antennas. The maximum twist/sway at the elevation of the proposed equipment is 0.5656 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA/EIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 70181 Page 6 February 18, 2019 Standard Conditions 1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The structural analysis was performance based upon the evidence available at the time of this report. All information provided by the client is considered to be accurate. 3. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes, TES should be notified in writing and the applicable minimum values provided by the client. 4. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis. TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions, TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 5. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 6. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019 Page: 1 Code:EIA/TIA-222-G Exposure:C Gh:1.1 Base Elev:0.000 (ft) Usage Diagram - Max Ratio 28.08% at 0.0ft Load Case : 1.2D + 1.6W 89 mph Wind Dead Load Factor: Wind Load Factor: 1.20 1.60 18Iterations: Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Type:Tapered Site Name:Woodland Height:88.50 (ft) 2/18/2019 Page: 2 Base Shape:18 Sided Taper:0.31910 Base Elev:0.00 (ft) Structure: IN46584-A-SBA Shaft Properties Seq Length (ft) Top (in) Bottom (in) Thick (in) Joint Type Taper Grade (ksi) 1 53.00 0.313 0.3191024.83 6541.74 2 38.92 0.250 0.31910Slip14.00 6526.42 Discrete Appurtenances Attach Elev (ft) Force Elev (ft)Qty Description Carrier 88.50 2 CommScope HBX6517DS-A1M 90.00 Sprint Nextel 88.50 1 Jaybeam A-18A24E90.00 Sprint Nextel 88.50 3 T-Arm90.00 Sprint Nextel 80.00 3 Andrew LNX-6514DS-A1M80.00 Verizon 80.00 3 Antel BXA-185060/8CF80.00 Verizon 80.00 3 Andrew LNX-6514DS-VTM80.00 Verizon 80.00 3 Andrew HBXX-6516DS-A2M 80.00 Verizon 80.00 3 Westell BWC-TTMA-700C-VG 80.00 Verizon 80.00 3 Commscope ATM200-A2080.00 Verizon 80.00 3 Ericsson RRUS12 RRU80.00 Verizon 80.00 3 Ericsson RRUS A280.00 Verizon 80.00 6 RFS FD9R6004/1C-3L Diplexers 80.00 Verizon 80.00 1 Raycap RC2DC-3315-PF-48 80.00 Verizon 80.00 1 Commscope MTC361980.00 Verizon Linear Appurtenances Elev From (ft) Elev To (ft)Placement Description Carrier 0.00 90.00 Inside 1.25" Coax Sprint Nextel 0.00 80.00 Inside 1.43"Verizon 0.00 80.00 Inside 7/8" Coax Verizon Anchor Bolts Qty Specifications Arrangement Grade (ksi) 12 2.25" 18J 75.0 Radial Base Plate Thickness (in) Specifications (in) Grade (ksi)Geometry 2.2500 54.0 60.0 Round Reactions Load Case Moment (FT-Kips) Shear (Kips) Axial (Kips) 1.2D + 1.6W 89 mph Wind 654.1 10.1 15.3 0.9D + 1.6W 89 mph Wind 651.3 10.1 11.5 1.2D + 1.0Di + 1.0Wi 40 mph Wind 153.4 2.4 27.0 1.2D + 1.0E 70.3 0.9 15.3 0.9D + 1.0E 70.0 0.9 11.5 1.0D + 1.0W 60 mph Wind 185.3 2.9 12.8 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Type:Monopole Site Name:Woodland Height:88.50 (ft) 2/18/2019 Page: 3 Structure: IN46584-A-SBA - Coax Line Placement Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Shaft Properties Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019 Page: 4 Code:EIA/TIA-222-G Exposure:C Gh:1.1 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Sec. No. Length (ft) Thick (in) Fy (ksi) Joint Type Overlap (in) Weight (lb)Shape 53.000 0.3125 65 0.00 5,898118 38.920 0.2500 65 Slip 41.04 2,097218 7,995Total Shaft Weight: Dia (in) Elev (ft) Area (sqin) Ix (in^4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (sqin) Ix (in^4) W/t Ratio D/t Ratio Taper TopBottom Sec. No. 41.74 0.00 41.09 8909.65 22.14 133.57 24.83 53.00 24.32 1846.34 12.60 79.45 0.3190961 26.42 49.58 20.76 1796.62 17.22 105.68 14.00 88.50 10.91 260.61 8.46 56.00 0.3190962 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Load Summary Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019 Page: 5 Code:EIA/TIA-222-G Exposure:C Gh:1.1 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Discrete Appurtenances IceNo Ice Description Qty Weight (lb) CaAa (sf) CaAa Factor Weight (lb) CaAa (sf) CaAa Factor Hor. Ecc. (ft) Vert Ecc (ft)No. Elev (ft) CommScope HBX6517DS-A1M 2 13.70 5.23 0.77 88.5588.50 7.488 0.77 0.00 1.50 1 Jaybeam A-18A24E 1 18.00 5.63 1.00 164.8888.50 6.844 1.00 0.00 1.50 2 T-Arm 3 350.00 10.00 0.75 659.0388.50 21.037 0.75 0.00 1.50 3 Andrew LNX-6514DS-A1M 3 33.10 8.65 0.80 251.8580.00 12.393 0.80 0.00 0.00 4 Antel BXA-185060/8CF 3 10.00 2.96 0.76 115.7180.00 4.080 0.76 0.00 0.00 5 Andrew LNX-6514DS-VTM 3 33.10 8.41 0.80 251.8580.00 12.049 0.80 0.00 0.00 6 Andrew HBXX-6516DS-A2M 3 23.00 5.88 0.69 169.6680.00 8.532 0.69 0.00 0.00 7 Westell BWC-TTMA-700C-VG 3 28.00 0.67 0.88 74.2680.00 1.141 0.88 0.00 0.00 8 Commscope ATM200-A20 3 0.50 0.12 1.00 7.0680.00 0.396 1.00 0.00 0.00 9 Ericsson RRUS12 RRU 3 58.00 3.15 0.67 184.2080.00 4.064 0.67 0.00 0.0010 Ericsson RRUS A2 3 21.20 1.86 0.67 66.4180.00 3.079 0.67 0.00 0.0011 RFS FD9R6004/1C-3L Diplexers 6 3.10 0.37 0.62 13.1580.00 0.941 0.62 0.00 0.0012 Raycap RC2DC-3315-PF-48 1 32.00 3.79 1.00 175.6380.00 4.986 1.00 0.00 0.0013 Commscope MTC3619 1 2246.00 51.70 1.00 5190.7580.00 99.601 1.00 0.00 0.0014 38Totals:4,012.70 11,127.38 Linear Appurtenances Exposed Width Exposed Bottom Elev. (ft)Description Top Elev. (ft) 0.00 90.00 (3) 1.25" Coax 0.00 Inside 0.00 80.00 (1) 1.43"0.00 Inside 0.00 80.00 (12) 7/8" Coax 0.00 Inside Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Shaft Section Properties Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019 Page: 6 Code:EIA/TIA-222-G Exposure:C Gh:1.1 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Increment Length: 5 (ft) Elev (ft)Description Thick (in) Dia (in) Area (in^2) Ix (in^4) W/t Ratio D/t Ratio Fpy (ksi) S (in^3) Weight (lb) 0.3125 41.740 41.089 8909.6 22.140.00 133.57 75.4 420.4 0.0 0.3125 40.145 39.507 7919.4 21.245.00 128.46 76.4 388.5 685.6 0.3125 38.549 37.925 7005.4 20.3410.00 123.36 77.5 357.9 658.7 0.3125 36.954 36.342 6164.5 19.4415.00 118.25 78.5 328.6 631.8 0.3125 35.358 34.760 5393.8 18.5420.00 113.15 79.6 300.5 604.9 0.3125 33.763 33.177 4690.1 17.6425.00 108.04 80.7 273.6 577.9 0.3125 32.167 31.595 4050.5 16.7430.00 102.93 81.7 248.0 551.0 0.3125 30.572 30.012 3471.9 15.8435.00 97.83 82.6 223.7 524.1 0.3125 28.976 28.430 2951.1 14.9440.00 92.72 82.6 200.6 497.2 0.3125 27.381 26.847 2485.3 14.0445.00 87.62 82.6 178.8 470.2 Bot - Section 2 0.3125 25.919 25.398 2104.1 13.2149.58 82.94 82.6 159.9 407.1 0.3125 25.785 25.265 2071.2 13.1450.00 82.51 82.6 158.2 65.8 Top - Section 1 0.2500 25.328 19.899 1581.1 16.4553.00 101.31 0.0 0.0 460.1 0.2500 24.690 19.392 1463.4 16.0055.00 98.76 82.6 116.7 133.7 0.2500 23.094 18.126 1195.1 14.8860.00 92.38 82.6 101.9 319.2 0.2500 21.499 16.860 961.8 13.7565.00 86.00 82.6 88.1 297.6 0.2500 19.903 15.594 761.0 12.6370.00 79.61 82.6 75.3 276.1 0.2500 18.308 14.328 590.3 11.5075.00 73.23 82.6 63.5 254.6 0.2500 16.712 13.062 447.3 10.3880.00 66.85 82.6 52.7 233.0 0.2500 15.117 11.796 329.4 9.2585.00 60.47 82.6 42.9 211.5 0.2500 14.000 10.910 260.6 8.4688.50 56.00 82.6 36.7 135.2 7995.2 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Wind Loading - Shaft Page: 7IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.60 18IterationsLoad Case:1.2D + 1.6W 89 mph Wind Elev (ft)Description Kzt Kz qz (psf) qzGh (psf) C (mph-ft)Cf Ice Thick (in) Tributary (ft) Aa (sf) CfAa (sf) Wind Force X (lb) Dead Load Ice (lb) Tot Dead Load (lb) 1.00 0.85 16.374 18.01 289.810.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.650 1.00 0.85 16.374 18.01 278.745.00 0.000 5.00 17.322 11.26 324.5 0.0 822.80.650 1.00 0.85 16.374 18.01 267.6610.00 0.000 5.00 16.647 10.82 311.8 0.0 790.40.650 1.00 0.85 16.374 18.01 256.5815.00 0.000 5.00 15.972 10.38 299.2 0.0 758.10.650 1.00 0.90 17.374 19.11 252.8820.00 0.000 5.00 15.297 9.94 304.0 0.0 725.80.650 1.00 0.95 18.209 20.03 247.2125.00 0.000 5.00 14.622 9.50 304.6 0.0 693.50.650 1.00 0.98 18.922 20.81 240.0930.00 0.000 5.00 13.947 9.07 301.9 0.0 661.20.650 1.00 1.01 19.546 21.50 231.9235.00 0.000 5.00 13.272 8.63 296.8 0.0 628.90.650 1.00 1.04 20.103 22.11 222.9340.00 0.000 5.00 12.597 8.19 289.7 0.0 596.60.650 1.00 1.07 20.608 22.67 213.2845.00 0.000 5.00 11.922 7.75 281.1 0.0 564.30.650 Bot - Section 2 1.00 1.09 21.033 23.14 203.9749.58 0.000 4.58 10.328 6.71 248.5 0.0 488.50.650 1.00 1.09 21.070 23.18 203.0950.00 0.000 0.42 0.937 0.61 22.6 0.0 79.00.650 Top - Section 1 1.00 1.11 21.330 23.46 196.7553.00 0.000 3.00 6.551 4.26 159.9 0.0 552.10.650 1.00 1.12 21.497 23.65 196.4255.00 0.000 2.00 4.232 2.75 104.1 0.0 160.40.650 1.00 1.14 21.895 24.08 185.4260.00 0.000 5.00 10.109 6.57 253.2 0.0 383.00.650 1.00 1.16 22.267 24.49 174.0765.00 0.000 5.00 9.434 6.13 240.3 0.0 357.20.650 1.00 1.17 22.617 24.88 162.4270.00 0.000 5.00 8.758 5.69 226.6 0.0 331.30.650 1.00 1.19 22.948 25.24 150.4975.00 0.000 5.00 8.083 5.25 212.2 0.0 305.50.650 Appurtenance(s)1.00 1.21 23.262 25.59 138.3180.00 0.000 5.00 7.408 4.82 197.1 0.0 279.60.650 1.00 1.22 23.561 25.92 125.9085.00 0.000 5.00 6.733 4.38 181.5 0.0 253.80.650 Appurtenance(s)1.00 1.23 23.762 26.14 117.1088.50 0.000 3.50 4.312 2.80 117.2 0.0 162.30.650 88.50Totals:4,676.9 9,594.3 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Discrete Appurtenance Forces Page: 8IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.60 18IterationsLoad Case:1.2D + 1.6W 89 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) CaAa x Ka Total CaAa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (lb-ft) Mom Z (lb-ft) Dead Load (lb)No.Ka Jaybeam A-18A24E 1 23.846 26.230 1.0088.50 5.63 0.000 1.500 236.28 0.00 354.4321.60 1 1.00 CommScope HBX6517DS-A1M 2 23.846 26.230 0.7788.50 8.05 0.000 1.500 338.02 0.00 507.0432.88 2 1.00 T-Arm 3 23.846 26.230 0.5688.50 16.88 0.000 1.500 708.22 0.00 1062.331260.00 3 0.75 RFS FD9R6004/1C-3L Diplexers 6 23.262 25.588 0.5080.00 1.10 0.000 0.000 45.08 0.00 0.0022.32 4 0.80 Andrew LNX-6514DS-A1M 3 23.262 25.588 0.6480.00 16.61 0.000 0.000 679.95 0.00 0.00119.16 5 0.80 Commscope MTC3619 1 23.262 25.588 0.7580.00 38.78 0.000 0.000 1587.48 0.00 0.002695.20 6 0.75 Raycap RC2DC-3315-PF-48 1 23.262 25.588 0.8080.00 3.03 0.000 0.000 124.13 0.00 0.0038.40 7 0.80 Ericsson RRUS12 RRU 3 23.262 25.588 0.5480.00 5.07 0.000 0.000 207.37 0.00 0.00208.80 8 0.80 Ericsson RRUS A2 3 23.262 25.588 0.5480.00 2.99 0.000 0.000 122.45 0.00 0.0076.32 9 0.80 Commscope ATM200-A20 3 23.262 25.588 0.8080.00 0.29 0.000 0.000 11.79 0.00 0.001.80100.80 Westell BWC-TTMA-700C-VG 3 23.262 25.588 0.7080.00 1.42 0.000 0.000 57.93 0.00 0.00100.80110.80 Andrew HBXX-6516DS-A2M 3 23.262 25.588 0.5580.00 9.74 0.000 0.000 398.65 0.00 0.0082.80120.80 Andrew LNX-6514DS-VTM 3 23.262 25.588 0.6480.00 16.15 0.000 0.000 661.08 0.00 0.00119.16130.80 Antel BXA-185060/8CF 3 23.262 25.588 0.6180.00 5.40 0.000 0.000 221.04 0.00 0.0036.00140.80 5,399.49Totals:4,815.24 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Total Applied Force Summary Page: 9IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.60 18IterationsLoad Case:1.2D + 1.6W 89 mph Wind Elev (ft) Lateral FX (-) (lb) Axial FY (-) (lb) Torsion MY (lb-ft) Moment MZ (lb-ft)Description 0.00 0.00 0.000.00 0.00 324.49 878.91 0.005.00 0.00 311.84 846.61 0.0010.00 0.00 299.20 814.30 0.0015.00 0.00 304.04 781.99 0.0020.00 0.00 304.61 749.68 0.0025.00 0.00 301.91 717.37 0.0030.00 0.00 296.78 685.06 0.0035.00 0.00 289.71 652.75 0.0040.00 0.00 281.07 620.45 0.0045.00 0.00 248.52 539.98 0.0049.58 0.00 22.58 83.68 0.0050.00 0.00 159.86 585.78 0.0053.00 0.00 104.09 182.90 0.0055.00 0.00 253.20 439.16 0.0060.00 0.00 240.30 413.31 0.0065.00 0.00 226.62 387.47 0.0070.00 0.00 212.21 361.62 0.0075.00 0.00 4314.11 3836.53 0.0080.00 0.00(32) attachments 181.49 265.65 0.0085.00 0.00 1399.74 1485.05 0.0088.50 1923.80(6) attachments 10,076.36Totals:15,328.27 0.00 1,923.80 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Calculated Forces Page: 10IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.60 18Iterations Load Case:1.2D + 1.6W 89 mph Wind Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) Total Deflect (in) Rotation Sway (deg) Stress Ratio Tu MY (-) (ft-kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) Rotation Twist (deg) -15.32 -10.09 0.00 0.00 654.090.00 2786.81 0.00 0.000 0.281-654.09 1393.40 4745.37 2376.21 0.000 -14.42 -9.79 0.00 0.00 603.655.00 2717.13 0.05 -0.100 0.276-603.65 1358.56 4447.20 2226.91 0.000 -13.56 -9.50 0.00 0.00 554.6910.00 2644.43 0.22 -0.204 0.272-554.69 1322.22 4153.50 2079.84 0.000 -12.73 -9.22 0.00 0.00 507.1915.00 2568.72 0.49 -0.312 0.267-507.19 1284.36 3864.87 1935.31 0.000 -11.93 -8.94 0.00 0.00 461.0720.00 2489.99 0.88 -0.424 0.262-461.07 1245.00 3581.91 1793.62 0.000 -11.17 -8.65 0.00 0.00 416.3925.00 2408.25 1.38 -0.540 0.256-416.39 1204.13 3305.21 1655.06 0.000 -10.43 -8.36 0.00 0.00 373.1430.00 2323.49 2.01 -0.659 0.250-373.14 1161.75 3035.37 1519.94 0.000 -9.74 -8.08 0.00 0.00 331.3335.00 2229.76 2.77 -0.783 0.244-331.33 1114.88 2765.60 1384.86 0.000 -9.07 -7.80 0.00 0.00 290.9440.00 2112.19 3.66 -0.911 0.239-290.94 1056.09 2480.24 1241.96 0.000 -8.44 -7.53 0.00 0.00 251.9445.00 1994.62 4.68 -1.041 0.232-251.94 997.31 2210.41 1106.85 0.000 -7.89 -7.28 0.00 0.00 217.4749.58 1886.93 5.74 -1.164 0.224-217.47 943.46 1976.87 989.91 0.000 -7.80 -7.26 0.00 0.00 214.4150.00 1877.05 5.85 -1.177 0.223-214.41 938.52 1956.11 979.51 0.000 -7.21 -7.10 0.00 0.00 192.6353.00 1469.38 6.61 -1.261 0.260-192.63 734.69 1510.97 756.61 0.000 -7.02 -7.00 0.00 0.00 178.4455.00 1440.74 7.15 -1.318 0.252-178.44 720.37 1443.45 722.80 0.000 -6.57 -6.75 0.00 0.00 143.4460.00 1346.69 8.62 -1.474 0.232-143.44 673.34 1260.25 631.06 0.000 -6.15 -6.52 0.00 0.00 109.6665.00 1252.63 10.25 -1.625 0.206-109.66 626.32 1089.47 545.55 0.000 -5.75 -6.29 0.00 0.00 77.0770.00 1158.58 12.03 -1.763 0.170-77.07 579.29 931.13 466.26 0.000 -5.39 -6.08 0.00 0.00 45.6075.00 1064.52 13.94 -1.878 0.121-45.60 532.26 785.21 393.19 0.000 -1.70 -1.64 0.00 0.00 15.2080.00 970.47 15.95 -1.951 0.048-15.20 485.23 651.73 326.35 0.000 -1.44 -1.45 0.00 0.00 7.0085.00 876.41 18.02 -1.986 0.028-7.00 438.21 530.67 265.73 0.000 0.00 -1.40 0.00 0.00 1.9288.50 810.58 19.48 -2.000 0.008-1.92 405.29 453.32 227.00 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Wind Loading - Shaft Page: 11IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 0.90 1.60 18IterationsLoad Case:0.9D + 1.6W 89 mph Wind Elev (ft)Description Kzt Kz qz (psf) qzGh (psf) C (mph-ft)Cf Ice Thick (in) Tributary (ft) Aa (sf) CfAa (sf) Wind Force X (lb) Dead Load Ice (lb) Tot Dead Load (lb) 1.00 0.85 16.374 18.01 289.810.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.650 1.00 0.85 16.374 18.01 278.745.00 0.000 5.00 17.322 11.26 324.5 0.0 617.10.650 1.00 0.85 16.374 18.01 267.6610.00 0.000 5.00 16.647 10.82 311.8 0.0 592.80.650 1.00 0.85 16.374 18.01 256.5815.00 0.000 5.00 15.972 10.38 299.2 0.0 568.60.650 1.00 0.90 17.374 19.11 252.8820.00 0.000 5.00 15.297 9.94 304.0 0.0 544.40.650 1.00 0.95 18.209 20.03 247.2125.00 0.000 5.00 14.622 9.50 304.6 0.0 520.10.650 1.00 0.98 18.922 20.81 240.0930.00 0.000 5.00 13.947 9.07 301.9 0.0 495.90.650 1.00 1.01 19.546 21.50 231.9235.00 0.000 5.00 13.272 8.63 296.8 0.0 471.70.650 1.00 1.04 20.103 22.11 222.9340.00 0.000 5.00 12.597 8.19 289.7 0.0 447.40.650 1.00 1.07 20.608 22.67 213.2845.00 0.000 5.00 11.922 7.75 281.1 0.0 423.20.650 Bot - Section 2 1.00 1.09 21.033 23.14 203.9749.58 0.000 4.58 10.328 6.71 248.5 0.0 366.40.650 1.00 1.09 21.070 23.18 203.0950.00 0.000 0.42 0.937 0.61 22.6 0.0 59.20.650 Top - Section 1 1.00 1.11 21.330 23.46 196.7553.00 0.000 3.00 6.551 4.26 159.9 0.0 414.10.650 1.00 1.12 21.497 23.65 196.4255.00 0.000 2.00 4.232 2.75 104.1 0.0 120.30.650 1.00 1.14 21.895 24.08 185.4260.00 0.000 5.00 10.109 6.57 253.2 0.0 287.30.650 1.00 1.16 22.267 24.49 174.0765.00 0.000 5.00 9.434 6.13 240.3 0.0 267.90.650 1.00 1.17 22.617 24.88 162.4270.00 0.000 5.00 8.758 5.69 226.6 0.0 248.50.650 1.00 1.19 22.948 25.24 150.4975.00 0.000 5.00 8.083 5.25 212.2 0.0 229.10.650 Appurtenance(s)1.00 1.21 23.262 25.59 138.3180.00 0.000 5.00 7.408 4.82 197.1 0.0 209.70.650 1.00 1.22 23.561 25.92 125.9085.00 0.000 5.00 6.733 4.38 181.5 0.0 190.30.650 Appurtenance(s)1.00 1.23 23.762 26.14 117.1088.50 0.000 3.50 4.312 2.80 117.2 0.0 121.70.650 88.50Totals:4,676.9 7,195.7 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Discrete Appurtenance Forces Page: 12IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 0.90 1.60 18IterationsLoad Case:0.9D + 1.6W 89 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) CaAa x Ka Total CaAa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (lb-ft) Mom Z (lb-ft) Dead Load (lb)No.Ka Jaybeam A-18A24E 1 23.846 26.230 1.0088.50 5.63 0.000 1.500 236.28 0.00 354.4316.20 1 1.00 CommScope HBX6517DS-A1M 2 23.846 26.230 0.7788.50 8.05 0.000 1.500 338.02 0.00 507.0424.66 2 1.00 T-Arm 3 23.846 26.230 0.5688.50 16.88 0.000 1.500 708.22 0.00 1062.33945.00 3 0.75 RFS FD9R6004/1C-3L Diplexers 6 23.262 25.588 0.5080.00 1.10 0.000 0.000 45.08 0.00 0.0016.74 4 0.80 Andrew LNX-6514DS-A1M 3 23.262 25.588 0.6480.00 16.61 0.000 0.000 679.95 0.00 0.0089.37 5 0.80 Commscope MTC3619 1 23.262 25.588 0.7580.00 38.78 0.000 0.000 1587.48 0.00 0.002021.40 6 0.75 Raycap RC2DC-3315-PF-48 1 23.262 25.588 0.8080.00 3.03 0.000 0.000 124.13 0.00 0.0028.80 7 0.80 Ericsson RRUS12 RRU 3 23.262 25.588 0.5480.00 5.07 0.000 0.000 207.37 0.00 0.00156.60 8 0.80 Ericsson RRUS A2 3 23.262 25.588 0.5480.00 2.99 0.000 0.000 122.45 0.00 0.0057.24 9 0.80 Commscope ATM200-A20 3 23.262 25.588 0.8080.00 0.29 0.000 0.000 11.79 0.00 0.001.35100.80 Westell BWC-TTMA-700C-VG 3 23.262 25.588 0.7080.00 1.42 0.000 0.000 57.93 0.00 0.0075.60110.80 Andrew HBXX-6516DS-A2M 3 23.262 25.588 0.5580.00 9.74 0.000 0.000 398.65 0.00 0.0062.10120.80 Andrew LNX-6514DS-VTM 3 23.262 25.588 0.6480.00 16.15 0.000 0.000 661.08 0.00 0.0089.37130.80 Antel BXA-185060/8CF 3 23.262 25.588 0.6180.00 5.40 0.000 0.000 221.04 0.00 0.0027.00140.80 5,399.49Totals:3,611.43 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Total Applied Force Summary Page: 13IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 0.90 1.60 18IterationsLoad Case:0.9D + 1.6W 89 mph Wind Elev (ft) Lateral FX (-) (lb) Axial FY (-) (lb) Torsion MY (lb-ft) Moment MZ (lb-ft)Description 0.00 0.00 0.000.00 0.00 324.49 659.19 0.005.00 0.00 311.84 634.95 0.0010.00 0.00 299.20 610.72 0.0015.00 0.00 304.04 586.49 0.0020.00 0.00 304.61 562.26 0.0025.00 0.00 301.91 538.03 0.0030.00 0.00 296.78 513.80 0.0035.00 0.00 289.71 489.57 0.0040.00 0.00 281.07 465.33 0.0045.00 0.00 248.52 404.98 0.0049.58 0.00 22.58 62.76 0.0050.00 0.00 159.86 439.34 0.0053.00 0.00 104.09 137.18 0.0055.00 0.00 253.20 329.37 0.0060.00 0.00 240.30 309.99 0.0065.00 0.00 226.62 290.60 0.0070.00 0.00 212.21 271.22 0.0075.00 0.00 4314.11 2877.40 0.0080.00 0.00(32) attachments 181.49 199.24 0.0085.00 0.00 1399.74 1113.79 0.0088.50 1923.80(6) attachments 10,076.36Totals:11,496.20 0.00 1,923.80 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Calculated Forces Page: 14IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 0.90 1.60 18Iterations Load Case:0.9D + 1.6W 89 mph Wind Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) Total Deflect (in) Rotation Sway (deg) Stress Ratio Tu MY (-) (ft-kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) Rotation Twist (deg) -11.49 -10.09 0.00 0.00 651.290.00 2786.81 0.00 0.000 0.278-651.29 1393.40 4745.37 2376.21 0.000 -10.81 -9.78 0.00 0.00 600.865.00 2717.13 0.05 -0.100 0.274-600.86 1358.56 4447.20 2226.91 0.000 -10.16 -9.49 0.00 0.00 551.9610.00 2644.43 0.21 -0.203 0.269-551.96 1322.22 4153.50 2079.84 0.000 -9.53 -9.20 0.00 0.00 504.5315.00 2568.72 0.49 -0.311 0.264-504.53 1284.36 3864.87 1935.31 0.000 -8.93 -8.91 0.00 0.00 458.5220.00 2489.99 0.87 -0.422 0.259-458.52 1245.00 3581.91 1793.62 0.000 -8.35 -8.62 0.00 0.00 413.9625.00 2408.25 1.38 -0.537 0.254-413.96 1204.13 3305.21 1655.06 0.000 -7.80 -8.33 0.00 0.00 370.8630.00 2323.49 2.00 -0.656 0.247-370.86 1161.75 3035.37 1519.94 0.000 -7.27 -8.04 0.00 0.00 329.2235.00 2229.76 2.76 -0.779 0.241-329.22 1114.88 2765.60 1384.86 0.000 -6.77 -7.76 0.00 0.00 289.0240.00 2112.19 3.64 -0.906 0.236-289.02 1056.09 2480.24 1241.96 0.000 -6.29 -7.48 0.00 0.00 250.2245.00 1994.62 4.66 -1.035 0.229-250.22 997.31 2210.41 1106.85 0.000 -5.89 -7.24 0.00 0.00 215.9449.58 1886.93 5.71 -1.158 0.221-215.94 943.46 1976.87 989.91 0.000 -5.82 -7.22 0.00 0.00 212.9050.00 1877.05 5.82 -1.170 0.221-212.90 938.52 1956.11 979.51 0.000 -5.37 -7.05 0.00 0.00 191.2553.00 1469.38 6.58 -1.253 0.257-191.25 734.69 1510.97 756.61 0.000 -5.22 -6.96 0.00 0.00 177.1455.00 1440.74 7.12 -1.310 0.249-177.14 720.37 1443.45 722.80 0.000 -4.88 -6.71 0.00 0.00 142.3660.00 1346.69 8.57 -1.465 0.229-142.36 673.34 1260.25 631.06 0.000 -4.56 -6.47 0.00 0.00 108.8265.00 1252.63 10.19 -1.615 0.203-108.82 626.32 1089.47 545.55 0.000 -4.27 -6.25 0.00 0.00 76.4770.00 1158.58 11.96 -1.752 0.168-76.47 579.29 931.13 466.26 0.000 -3.99 -6.03 0.00 0.00 45.2475.00 1064.52 13.86 -1.865 0.119-45.24 532.26 785.21 393.19 0.000 -1.26 -1.63 0.00 0.00 15.0880.00 970.47 15.86 -1.938 0.048-15.08 485.23 651.73 326.35 0.000 -1.06 -1.44 0.00 0.00 6.9585.00 876.41 17.91 -1.973 0.027-6.95 438.21 530.67 265.73 0.000 0.00 -1.40 0.00 0.00 1.9288.50 810.58 19.36 -1.987 0.008-1.92 405.29 453.32 227.00 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Wind Loading - Shaft Page: 15IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.00 17IterationsLoad Case:1.2D + 1.0Di + 1.0Wi 40 mph Wind Elev (ft)Description Kzt Kz qz (psf) qzGh (psf) C (mph-ft)Cf Ice Thick (in) Tributary (ft) Aa (sf) CfAa (sf) Wind Force X (lb) Dead Load Ice (lb) Tot Dead Load (lb) 1.00 0.85 3.308 3.64 0.000.00 0.000 0.00 0.000 0.00 0.0 0.0 0.01.200 1.00 0.85 3.308 3.64 0.005.00 1.656 5.00 18.702 22.44 81.7 433.5 1256.31.200 1.00 0.85 3.308 3.64 0.0010.00 1.775 5.00 18.127 21.75 79.1 448.2 1238.71.200 1.00 0.85 3.308 3.64 0.0015.00 1.848 5.00 17.513 21.02 76.5 449.1 1207.31.200 1.00 0.90 3.509 3.86 0.0020.00 1.902 5.00 16.883 20.26 78.2 443.8 1169.71.200 1.00 0.95 3.678 4.05 0.0025.00 1.945 5.00 16.243 19.49 78.9 434.9 1128.41.200 1.00 0.98 3.822 4.20 0.0030.00 1.981 5.00 15.598 18.72 78.7 423.6 1084.81.200 1.00 1.01 3.948 4.34 0.0035.00 2.012 5.00 14.949 17.94 77.9 410.4 1039.31.200 1.00 1.04 4.061 4.47 0.0040.00 2.039 5.00 14.296 17.16 76.6 395.9 992.51.200 1.00 1.07 4.163 4.58 0.0045.00 2.063 5.00 13.641 16.37 75.0 380.2 944.51.200 Bot - Section 2 1.00 1.09 4.249 4.67 0.0049.58 2.083 4.58 11.918 14.30 66.8 334.5 823.01.200 1.00 1.09 4.256 4.68 0.0050.00 2.085 0.42 1.082 1.30 6.1 31.1 110.11.200 Top - Section 1 1.00 1.11 4.309 4.74 0.0053.00 2.097 3.00 7.600 9.12 43.2 216.0 768.11.200 1.00 1.12 4.342 4.78 0.0055.00 2.105 2.00 4.934 5.92 28.3 141.2 301.61.200 1.00 1.14 4.423 4.86 0.0060.00 2.123 5.00 11.878 14.25 69.3 335.1 718.11.200 1.00 1.16 4.498 4.95 0.0065.00 2.140 5.00 11.217 13.46 66.6 316.6 673.81.200 1.00 1.17 4.569 5.03 0.0070.00 2.156 5.00 10.555 12.67 63.7 297.6 628.91.200 1.00 1.19 4.635 5.10 0.0075.00 2.171 5.00 9.893 11.87 60.5 278.2 583.61.200 Appurtenance(s)1.00 1.21 4.699 5.17 0.0080.00 2.185 5.00 9.229 11.08 57.2 258.3 537.91.200 1.00 1.22 4.759 5.24 0.0085.00 2.198 5.00 8.565 10.28 53.8 238.1 491.91.200 Appurtenance(s)1.00 1.23 4.800 5.28 0.0088.50 2.207 3.50 5.599 6.72 35.5 156.6 318.91.200 88.50Totals:1,253.6 16,017.3 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Discrete Appurtenance Forces Page: 16IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.00 17IterationsLoad Case:1.2D + 1.0Di + 1.0Wi 40 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) CaAa x Ka Total CaAa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (lb-ft) Mom Z (lb-ft) Dead Load (lb)No.Ka Jaybeam A-18A24E 1 4.817 5.298 1.0088.50 6.84 0.000 1.500 36.26 0.00 54.39168.48 1 1.00 CommScope HBX6517DS-A1M 2 4.817 5.298 0.7788.50 11.53 0.000 1.500 61.10 0.00 91.6527.58 2 1.00 T-Arm 3 4.817 5.298 0.5688.50 35.50 0.000 1.500 188.09 0.00 282.141977.09 3 0.75 RFS FD9R6004/1C-3L Diplexers 6 4.699 5.169 0.5080.00 2.80 0.000 0.000 14.47 0.00 0.0068.82 4 0.80 Andrew LNX-6514DS-A1M 3 4.699 5.169 0.6480.00 23.79 0.000 0.000 122.98 0.00 0.00625.42 5 0.80 Commscope MTC3619 1 4.699 5.169 0.7580.00 74.70 0.000 0.000 386.10 0.00 0.004635.95 6 0.75 Raycap RC2DC-3315-PF-48 1 4.699 5.169 0.8080.00 3.99 0.000 0.000 20.62 0.00 0.00157.03 7 0.80 Ericsson RRUS12 RRU 3 4.699 5.169 0.5480.00 6.54 0.000 0.000 33.78 0.00 0.00587.40 8 0.80 Ericsson RRUS A2 3 4.699 5.169 0.5480.00 4.95 0.000 0.000 25.59 0.00 0.00181.36 9 0.80 Commscope ATM200-A20 3 4.699 5.169 0.8080.00 0.95 0.000 0.000 4.92 0.00 0.0016.98100.80 Westell BWC-TTMA-700C-VG 3 4.699 5.169 0.7080.00 2.41 0.000 0.000 12.45 0.00 0.00239.59110.80 Andrew HBXX-6516DS-A2M 3 4.699 5.169 0.5580.00 14.13 0.000 0.000 73.03 0.00 0.00422.27120.80 Andrew LNX-6514DS-VTM 3 4.699 5.169 0.6480.00 23.13 0.000 0.000 119.57 0.00 0.00625.42130.80 Antel BXA-185060/8CF 3 4.699 5.169 0.6180.00 7.44 0.000 0.000 38.46 0.00 0.00353.13140.80 1,137.42Totals:10,086.52 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Total Applied Force Summary Page: 17IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.00 17IterationsLoad Case:1.2D + 1.0Di + 1.0Wi 40 mph Wind Elev (ft) Lateral FX (-) (lb) Axial FY (-) (lb) Torsion MY (lb-ft) Moment MZ (lb-ft)Description 0.00 0.00 0.000.00 0.00 81.65 1312.46 0.005.00 0.00 79.14 1294.82 0.0010.00 0.00 76.46 1263.42 0.0015.00 0.00 78.21 1225.83 0.0020.00 0.00 78.87 1184.60 0.0025.00 0.00 78.70 1140.93 0.0030.00 0.00 77.91 1095.47 0.0035.00 0.00 76.63 1048.63 0.0040.00 0.00 74.96 1000.69 0.0045.00 0.00 66.84 874.44 0.0049.58 0.00 6.08 114.78 0.0050.00 0.00 43.22 801.77 0.0053.00 0.00 28.28 324.10 0.0055.00 0.00 69.34 774.26 0.0060.00 0.00 66.60 729.93 0.0065.00 0.00 63.65 685.10 0.0070.00 0.00 60.53 639.80 0.0075.00 0.00 909.21 8507.47 0.0080.00 0.00(32) attachments 53.81 503.74 0.0085.00 0.00 320.93 2500.33 0.0088.50 428.18(6) attachments 2,391.01Totals:27,022.57 0.00 428.18 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Calculated Forces Page: 18IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 1.00 17Iterations Load Case:1.2D + 1.0Di + 1.0Wi 40 mph Wind Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) Total Deflect (in) Rotation Sway (deg) Stress Ratio Tu MY (-) (ft-kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) Rotation Twist (deg) -27.02 -2.40 0.00 0.00 153.420.00 2786.81 0.00 0.000 0.074-153.42 1393.40 4745.37 2376.21 0.000 -25.71 -2.33 0.00 0.00 141.445.00 2717.13 0.01 -0.024 0.073-141.44 1358.56 4447.20 2226.91 0.000 -24.41 -2.26 0.00 0.00 129.8110.00 2644.43 0.05 -0.048 0.072-129.81 1322.22 4153.50 2079.84 0.000 -23.15 -2.19 0.00 0.00 118.5415.00 2568.72 0.11 -0.073 0.070-118.54 1284.36 3864.87 1935.31 0.000 -21.92 -2.12 0.00 0.00 107.5920.00 2489.99 0.21 -0.099 0.069-107.59 1245.00 3581.91 1793.62 0.000 -20.74 -2.05 0.00 0.00 97.0025.00 2408.25 0.32 -0.126 0.067-97.00 1204.13 3305.21 1655.06 0.000 -19.59 -1.98 0.00 0.00 86.7730.00 2323.49 0.47 -0.154 0.066-86.77 1161.75 3035.37 1519.94 0.000 -18.50 -1.90 0.00 0.00 76.8935.00 2229.76 0.65 -0.183 0.064-76.89 1114.88 2765.60 1384.86 0.000 -17.45 -1.83 0.00 0.00 67.3740.00 2112.19 0.86 -0.212 0.063-67.37 1056.09 2480.24 1241.96 0.000 -16.45 -1.76 0.00 0.00 58.2145.00 1994.62 1.09 -0.243 0.061-58.21 997.31 2210.41 1106.85 0.000 -15.57 -1.70 0.00 0.00 50.1449.58 1886.93 1.34 -0.271 0.059-50.14 943.46 1976.87 989.91 0.000 -15.46 -1.69 0.00 0.00 49.4350.00 1877.05 1.37 -0.274 0.059-49.43 938.52 1956.11 979.51 0.000 -14.66 -1.65 0.00 0.00 44.3553.00 1469.38 1.54 -0.293 0.069-44.35 734.69 1510.97 756.61 0.000 -14.33 -1.63 0.00 0.00 41.0555.00 1440.74 1.67 -0.306 0.067-41.05 720.37 1443.45 722.80 0.000 -13.56 -1.56 0.00 0.00 32.9360.00 1346.69 2.01 -0.342 0.062-32.93 673.34 1260.25 631.06 0.000 -12.83 -1.50 0.00 0.00 25.1365.00 1252.63 2.39 -0.377 0.056-25.13 626.32 1089.47 545.55 0.000 -12.14 -1.43 0.00 0.00 17.6570.00 1158.58 2.80 -0.408 0.048-17.65 579.29 931.13 466.26 0.000 -11.50 -1.37 0.00 0.00 10.4875.00 1064.52 3.24 -0.435 0.037-10.48 532.26 785.21 393.19 0.000 -3.00 -0.40 0.00 0.00 3.6180.00 970.47 3.71 -0.452 0.014-3.61 485.23 651.73 326.35 0.000 -2.50 -0.34 0.00 0.00 1.6285.00 876.41 4.19 -0.460 0.009-1.62 438.21 530.67 265.73 0.000 0.00 -0.32 0.00 0.00 0.4388.50 810.58 4.53 -0.463 0.002-0.43 405.29 453.32 227.00 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Seismic Segment Forces (Factored) Page: 19IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 0.00 17Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.74 Seismic Importance Factor S1 SsSds Sd1 SA 0.16 0.13 0.10 0.15 0.08 1.00 Load Case:1.2D + 1.0E Top Elev (ft)Description Wz (lb)a Lateral Fs (lb)b c R:1.50 0.000.00 0.00 0.00 0.000.00 685.635.00 0.01 0.05 5.550.03 658.7110.00 0.02 0.07 7.970.04 631.7815.00 0.05 0.07 9.330.04 604.8620.00 0.10 0.07 10.530.04 577.9325.00 0.15 0.07 11.810.03 551.0130.00 0.22 0.06 13.020.02 524.0935.00 0.30 0.05 13.900.01 497.1640.00 0.39 0.02 14.190.01 470.2445.00 0.49 -0.01 13.820.01 Bot - Section 2 407.1149.58 0.59 -0.05 11.980.01 65.8050.00 0.60 -0.05 1.940.01 Top - Section 1 460.0753.00 0.68 -0.08 13.570.03 133.7055.00 0.73 -0.10 3.990.04 319.1760.00 0.87 -0.12 10.490.08 297.6365.00 1.02 -0.10 12.330.14 276.0970.00 1.18 -0.01 16.170.24 254.5575.00 1.36 0.21 22.080.39 Appurtenance(s)3150.3 1 80.00 1.54 0.62 402.220.60 211.4785.00 1.74 1.29 38.570.88 Appurtenance(s)1230.6 1 88.50 1.89 1.98 282.001.14 Totals:12,007.9 915.5 10,076.4Total Wind: Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Calculated Forces Page: 20IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.20 0.00 17Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.74 Seismic Importance Factor S1 SsSds Sd1 SA 0.16 0.13 0.10 0.15 0.08 1.00 Load Case:1.2D + 1.0E Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) Total Deflect (in) Rotation Sway (deg) Stress Ratio Tu MY (-) (ft-kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) Rotation Twist (deg) -15.33 -0.92 0.00 0.00 70.340.00 2786.81 0.00 0.00 0.035-70.34 1393.40 4745.37 2376.21 -14.45 -0.91 0.00 0.00 65.765.00 2717.13 0.01 -0.01 0.035-65.76 1358.56 4447.20 2226.91 -13.60 -0.91 0.00 0.00 61.1910.00 2644.43 0.02 -0.02 0.035-61.19 1322.22 4153.50 2079.84 -12.79 -0.90 0.00 0.00 56.6415.00 2568.72 0.05 -0.03 0.034-56.64 1284.36 3864.87 1935.31 -12.01 -0.89 0.00 0.00 52.1420.00 2489.99 0.10 -0.05 0.034-52.14 1245.00 3581.91 1793.62 -11.26 -0.88 0.00 0.00 47.6725.00 2408.25 0.15 -0.06 0.033-47.67 1204.13 3305.21 1655.06 -10.54 -0.87 0.00 0.00 43.2630.00 2323.49 0.22 -0.07 0.033-43.26 1161.75 3035.37 1519.94 -9.85 -0.86 0.00 0.00 38.9035.00 2229.76 0.31 -0.09 0.033-38.90 1114.88 2765.60 1384.86 -9.20 -0.85 0.00 0.00 34.6040.00 2112.19 0.41 -0.10 0.032-34.60 1056.09 2480.24 1241.96 -8.58 -0.83 0.00 0.00 30.3645.00 1994.62 0.52 -0.12 0.032-30.36 997.31 2210.41 1106.85 -8.04 -0.82 0.00 0.00 26.5449.58 1886.93 0.65 -0.13 0.031-26.54 943.46 1976.87 989.91 -7.96 -0.82 0.00 0.00 26.2050.00 1877.05 0.66 -0.14 0.031-26.20 938.52 1956.11 979.51 -7.37 -0.81 0.00 0.00 23.7453.00 1469.38 0.75 -0.15 0.036-23.74 734.69 1510.97 756.61 -7.19 -0.80 0.00 0.00 22.1255.00 1440.74 0.81 -0.15 0.036-22.12 720.37 1443.45 722.80 -6.75 -0.79 0.00 0.00 18.1060.00 1346.69 0.98 -0.17 0.034-18.10 673.34 1260.25 631.06 -6.33 -0.78 0.00 0.00 14.1365.00 1252.63 1.17 -0.19 0.031-14.13 626.32 1089.47 545.55 -5.95 -0.77 0.00 0.00 10.2170.00 1158.58 1.38 -0.21 0.027-10.21 579.29 931.13 466.26 -5.58 -0.75 0.00 0.00 6.3775.00 1064.52 1.61 -0.22 0.021-6.37 532.26 785.21 393.19 -1.75 -0.33 0.00 0.00 2.6580.00 970.47 1.85 -0.24 0.010-2.65 485.23 651.73 326.35 -1.48 -0.29 0.00 0.00 1.0185.00 876.41 2.10 -0.24 0.005-1.01 438.21 530.67 265.73 0.00 -0.28 0.00 0.00 0.0088.50 810.58 2.28 -0.24 0.0000.00 405.29 453.32 227.00 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Seismic Segment Forces (Factored) Page: 21IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 0.90 0.00 17Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.74 Seismic Importance Factor S1 SsSds Sd1 SA 0.16 0.13 0.10 0.15 0.08 1.00 Load Case:0.9D + 1.0E Top Elev (ft)Description Wz (lb)a Lateral Fs (lb)b c R:1.50 0.000.00 0.00 0.00 0.000.00 685.635.00 0.01 0.05 5.550.03 658.7110.00 0.02 0.07 7.970.04 631.7815.00 0.05 0.07 9.330.04 604.8620.00 0.10 0.07 10.530.04 577.9325.00 0.15 0.07 11.810.03 551.0130.00 0.22 0.06 13.020.02 524.0935.00 0.30 0.05 13.900.01 497.1640.00 0.39 0.02 14.190.01 470.2445.00 0.49 -0.01 13.820.01 Bot - Section 2 407.1149.58 0.59 -0.05 11.980.01 65.8050.00 0.60 -0.05 1.940.01 Top - Section 1 460.0753.00 0.68 -0.08 13.570.03 133.7055.00 0.73 -0.10 3.990.04 319.1760.00 0.87 -0.12 10.490.08 297.6365.00 1.02 -0.10 12.330.14 276.0970.00 1.18 -0.01 16.170.24 254.5575.00 1.36 0.21 22.080.39 Appurtenance(s)3150.3 1 80.00 1.54 0.62 402.220.60 211.4785.00 1.74 1.29 38.570.88 Appurtenance(s)1230.6 1 88.50 1.89 1.98 282.001.14 Totals:12,007.9 915.5 10,076.4Total Wind: Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Calculated Forces Page: 22IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 0.90 0.00 17Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.74 Seismic Importance Factor S1 SsSds Sd1 SA 0.16 0.13 0.10 0.15 0.08 1.00 Load Case:0.9D + 1.0E Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) Total Deflect (in) Rotation Sway (deg) Stress Ratio Tu MY (-) (ft-kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) Rotation Twist (deg) -11.50 -0.92 0.00 0.00 70.020.00 2786.81 0.00 0.00 0.034-70.02 1393.40 4745.37 2376.21 -10.84 -0.91 0.00 0.00 65.445.00 2717.13 0.01 -0.01 0.033-65.44 1358.56 4447.20 2226.91 -10.20 -0.91 0.00 0.00 60.8710.00 2644.43 0.02 -0.02 0.033-60.87 1322.22 4153.50 2079.84 -9.59 -0.90 0.00 0.00 56.3415.00 2568.72 0.05 -0.03 0.033-56.34 1284.36 3864.87 1935.31 -9.00 -0.89 0.00 0.00 51.8420.00 2489.99 0.10 -0.05 0.033-51.84 1245.00 3581.91 1793.62 -8.44 -0.88 0.00 0.00 47.3925.00 2408.25 0.15 -0.06 0.032-47.39 1204.13 3305.21 1655.06 -7.90 -0.87 0.00 0.00 42.9930.00 2323.49 0.22 -0.07 0.032-42.99 1161.75 3035.37 1519.94 -7.39 -0.86 0.00 0.00 38.6535.00 2229.76 0.31 -0.09 0.031-38.65 1114.88 2765.60 1384.86 -6.90 -0.84 0.00 0.00 34.3740.00 2112.19 0.41 -0.10 0.031-34.37 1056.09 2480.24 1241.96 -6.43 -0.83 0.00 0.00 30.1645.00 1994.62 0.52 -0.12 0.030-30.16 997.31 2210.41 1106.85 -6.03 -0.82 0.00 0.00 26.3649.58 1886.93 0.64 -0.13 0.030-26.36 943.46 1976.87 989.91 -5.97 -0.82 0.00 0.00 26.0250.00 1877.05 0.65 -0.13 0.030-26.02 938.52 1956.11 979.51 -5.53 -0.80 0.00 0.00 23.5753.00 1469.38 0.74 -0.14 0.035-23.57 734.69 1510.97 756.61 -5.39 -0.80 0.00 0.00 21.9755.00 1440.74 0.80 -0.15 0.034-21.97 720.37 1443.45 722.80 -5.06 -0.79 0.00 0.00 17.9760.00 1346.69 0.97 -0.17 0.032-17.97 673.34 1260.25 631.06 -4.75 -0.78 0.00 0.00 14.0365.00 1252.63 1.16 -0.19 0.030-14.03 626.32 1089.47 545.55 -4.46 -0.76 0.00 0.00 10.1470.00 1158.58 1.37 -0.21 0.026-10.14 579.29 931.13 466.26 -4.19 -0.74 0.00 0.00 6.3375.00 1064.52 1.60 -0.22 0.020-6.33 532.26 785.21 393.19 -1.31 -0.33 0.00 0.00 2.6380.00 970.47 1.84 -0.23 0.009-2.63 485.23 651.73 326.35 -1.11 -0.29 0.00 0.00 1.0085.00 876.41 2.09 -0.24 0.005-1.00 438.21 530.67 265.73 0.00 -0.28 0.00 0.00 0.0088.50 810.58 2.27 -0.24 0.0000.00 405.29 453.32 227.00 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Wind Loading - Shaft Page: 23IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.00 1.00 17IterationsLoad Case:1.0D + 1.0W 60 mph Wind Elev (ft)Description Kzt Kz qz (psf) qzGh (psf) C (mph-ft)Cf Ice Thick (in) Tributary (ft) Aa (sf) CfAa (sf) Wind Force X (lb) Dead Load Ice (lb) Tot Dead Load (lb) 1.00 0.85 7.442 8.19 195.380.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.650 1.00 0.85 7.442 8.19 187.915.00 0.000 5.00 17.322 11.26 92.2 0.0 685.60.650 1.00 0.85 7.442 8.19 180.4410.00 0.000 5.00 16.647 10.82 88.6 0.0 658.70.650 1.00 0.85 7.442 8.19 172.9815.00 0.000 5.00 15.972 10.38 85.0 0.0 631.80.650 1.00 0.90 7.896 8.69 170.4820.00 0.000 5.00 15.297 9.94 86.4 0.0 604.90.650 1.00 0.95 8.276 9.10 166.6625.00 0.000 5.00 14.622 9.50 86.5 0.0 577.90.650 1.00 0.98 8.600 9.46 161.8630.00 0.000 5.00 13.947 9.07 85.8 0.0 551.00.650 1.00 1.01 8.883 9.77 156.3535.00 0.000 5.00 13.272 8.63 84.3 0.0 524.10.650 1.00 1.04 9.137 10.05 150.2940.00 0.000 5.00 12.597 8.19 82.3 0.0 497.20.650 1.00 1.07 9.366 10.30 143.7845.00 0.000 5.00 11.922 7.75 79.8 0.0 470.20.650 Bot - Section 2 1.00 1.09 9.559 10.52 137.5149.58 0.000 4.58 10.328 6.71 70.6 0.0 407.10.650 1.00 1.09 9.576 10.53 136.9250.00 0.000 0.42 0.937 0.61 6.4 0.0 65.80.650 Top - Section 1 1.00 1.11 9.694 10.66 132.6453.00 0.000 3.00 6.551 4.26 45.4 0.0 460.10.650 1.00 1.12 9.770 10.75 132.4255.00 0.000 2.00 4.232 2.75 29.6 0.0 133.70.650 1.00 1.14 9.951 10.95 125.0060.00 0.000 5.00 10.109 6.57 71.9 0.0 319.20.650 1.00 1.16 10.120 11.13 117.3565.00 0.000 5.00 9.434 6.13 68.3 0.0 297.60.650 1.00 1.17 10.279 11.31 109.4970.00 0.000 5.00 8.758 5.69 64.4 0.0 276.10.650 1.00 1.19 10.430 11.47 101.4575.00 0.000 5.00 8.083 5.25 60.3 0.0 254.60.650 Appurtenance(s)1.00 1.21 10.572 11.63 93.2480.00 0.000 5.00 7.408 4.82 56.0 0.0 233.00.650 1.00 1.22 10.708 11.78 84.8885.00 0.000 5.00 6.733 4.38 51.6 0.0 211.50.650 Appurtenance(s)1.00 1.23 10.799 11.88 78.9488.50 0.000 3.50 4.312 2.80 33.3 0.0 135.20.650 88.50Totals:1,328.5 7,995.2 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Discrete Appurtenance Forces Page: 24IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.00 1.00 17IterationsLoad Case:1.0D + 1.0W 60 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) CaAa x Ka Total CaAa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (lb-ft) Mom Z (lb-ft) Dead Load (lb)No.Ka Jaybeam A-18A24E 1 10.838 11.921 1.0088.50 5.63 0.000 1.500 67.12 0.00 100.6818.00 1 1.00 CommScope HBX6517DS-A1M 2 10.838 11.921 0.7788.50 8.05 0.000 1.500 96.02 0.00 144.0327.40 2 1.00 T-Arm 3 10.838 11.921 0.5688.50 16.88 0.000 1.500 201.17 0.00 301.761050.00 3 0.75 RFS FD9R6004/1C-3L Diplexers 6 10.572 11.629 0.5080.00 1.10 0.000 0.000 12.81 0.00 0.0018.60 4 0.80 Andrew LNX-6514DS-A1M 3 10.572 11.629 0.6480.00 16.61 0.000 0.000 193.14 0.00 0.0099.30 5 0.80 Commscope MTC3619 1 10.572 11.629 0.7580.00 38.78 0.000 0.000 450.93 0.00 0.002246.00 6 0.75 Raycap RC2DC-3315-PF-48 1 10.572 11.629 0.8080.00 3.03 0.000 0.000 35.26 0.00 0.0032.00 7 0.80 Ericsson RRUS12 RRU 3 10.572 11.629 0.5480.00 5.07 0.000 0.000 58.91 0.00 0.00174.00 8 0.80 Ericsson RRUS A2 3 10.572 11.629 0.5480.00 2.99 0.000 0.000 34.78 0.00 0.0063.60 9 0.80 Commscope ATM200-A20 3 10.572 11.629 0.8080.00 0.29 0.000 0.000 3.35 0.00 0.001.50100.80 Westell BWC-TTMA-700C-VG 3 10.572 11.629 0.7080.00 1.42 0.000 0.000 16.46 0.00 0.0084.00110.80 Andrew HBXX-6516DS-A2M 3 10.572 11.629 0.5580.00 9.74 0.000 0.000 113.24 0.00 0.0069.00120.80 Andrew LNX-6514DS-VTM 3 10.572 11.629 0.6480.00 16.15 0.000 0.000 187.78 0.00 0.0099.30130.80 Antel BXA-185060/8CF 3 10.572 11.629 0.6180.00 5.40 0.000 0.000 62.79 0.00 0.0030.00140.80 1,533.75Totals:4,012.70 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Total Applied Force Summary Page: 25IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.00 1.00 17IterationsLoad Case:1.0D + 1.0W 60 mph Wind Elev (ft) Lateral FX (-) (lb) Axial FY (-) (lb) Torsion MY (lb-ft) Moment MZ (lb-ft)Description 0.00 0.00 0.000.00 0.00 92.17 732.43 0.005.00 0.00 88.58 705.51 0.0010.00 0.00 84.99 678.58 0.0015.00 0.00 86.37 651.66 0.0020.00 0.00 86.52 624.73 0.0025.00 0.00 85.76 597.81 0.0030.00 0.00 84.30 570.89 0.0035.00 0.00 82.29 543.96 0.0040.00 0.00 79.84 517.04 0.0045.00 0.00 70.59 449.98 0.0049.58 0.00 6.41 69.73 0.0050.00 0.00 45.41 488.15 0.0053.00 0.00 29.57 152.42 0.0055.00 0.00 71.92 365.97 0.0060.00 0.00 68.26 344.43 0.0065.00 0.00 64.37 322.89 0.0070.00 0.00 60.28 301.35 0.0075.00 0.00 1225.45 3197.11 0.0080.00 0.00(32) attachments 51.55 221.37 0.0085.00 0.00 397.60 1237.54 0.0088.50 546.46(6) attachments 2,862.24Totals:12,773.55 0.00 546.46 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Calculated Forces Page: 26IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor Wind Load Factor 1.00 1.00 17Iterations Load Case:1.0D + 1.0W 60 mph Wind Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) Total Deflect (in) Rotation Sway (deg) Stress Ratio Tu MY (-) (ft-kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) Rotation Twist (deg) -12.77 -2.87 0.00 0.00 185.270.00 2786.81 0.00 0.000 0.083-185.27 1393.40 4745.37 2376.21 0.000 -12.04 -2.78 0.00 0.00 170.955.00 2717.13 0.02 -0.028 0.081-170.95 1358.56 4447.20 2226.91 0.000 -11.33 -2.70 0.00 0.00 157.0510.00 2644.43 0.06 -0.058 0.080-157.05 1322.22 4153.50 2079.84 0.000 -10.65 -2.62 0.00 0.00 143.5715.00 2568.72 0.14 -0.088 0.078-143.57 1284.36 3864.87 1935.31 0.000 -10.00 -2.53 0.00 0.00 130.5020.00 2489.99 0.25 -0.120 0.077-130.50 1245.00 3581.91 1793.62 0.000 -9.37 -2.45 0.00 0.00 117.8325.00 2408.25 0.39 -0.153 0.075-117.83 1204.13 3305.21 1655.06 0.000 -8.77 -2.37 0.00 0.00 105.5730.00 2323.49 0.57 -0.187 0.073-105.57 1161.75 3035.37 1519.94 0.000 -8.20 -2.29 0.00 0.00 93.7335.00 2229.76 0.78 -0.222 0.071-93.73 1114.88 2765.60 1384.86 0.000 -7.66 -2.21 0.00 0.00 82.2940.00 2112.19 1.04 -0.258 0.070-82.29 1056.09 2480.24 1241.96 0.000 -7.14 -2.13 0.00 0.00 71.2545.00 1994.62 1.33 -0.295 0.068-71.25 997.31 2210.41 1106.85 0.000 -6.69 -2.06 0.00 0.00 61.5049.58 1886.93 1.63 -0.330 0.066-61.50 943.46 1976.87 989.91 0.000 -6.62 -2.05 0.00 0.00 60.6350.00 1877.05 1.66 -0.333 0.065-60.63 938.52 1956.11 979.51 0.000 -6.13 -2.01 0.00 0.00 54.4753.00 1469.38 1.87 -0.357 0.076-54.47 734.69 1510.97 756.61 0.000 -5.98 -1.98 0.00 0.00 50.4655.00 1440.74 2.03 -0.373 0.074-50.46 720.37 1443.45 722.80 0.000 -5.61 -1.91 0.00 0.00 40.5560.00 1346.69 2.44 -0.417 0.068-40.55 673.34 1260.25 631.06 0.000 -5.26 -1.84 0.00 0.00 31.0065.00 1252.63 2.90 -0.460 0.061-31.00 626.32 1089.47 545.55 0.000 -4.94 -1.78 0.00 0.00 21.7970.00 1158.58 3.40 -0.499 0.051-21.79 579.29 931.13 466.26 0.000 -4.64 -1.72 0.00 0.00 12.8975.00 1064.52 3.95 -0.531 0.037-12.89 532.26 785.21 393.19 0.000 -1.45 -0.46 0.00 0.00 4.3080.00 970.47 4.51 -0.552 0.015-4.30 485.23 651.73 326.35 0.000 -1.23 -0.41 0.00 0.00 1.9885.00 876.41 5.10 -0.562 0.009-1.98 438.21 530.67 265.73 0.000 0.00 -0.40 0.00 0.00 0.5588.50 810.58 5.51 -0.566 0.002-0.55 405.29 453.32 227.00 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:IN46584-A-SBA Site Name:Woodland Height:88.50 (ft) 2/18/2019Code:EIA/TIA-222-G Exposure:C Base Elev:0.000 (ft) Final Analysis Summary Page: 27IIStruct Class:Topography:1Gh:1.1 Crest Height:0.00 Site Class:D - Stiff Soil Reactions Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) 10.1 0.00 15.32 0.00 0.001.2D + 1.6W 89 mph Wind 654.09 10.1 0.00 11.49 0.00 0.000.9D + 1.6W 89 mph Wind 651.29 2.4 0.00 27.02 0.00 0.001.2D + 1.0Di + 1.0Wi 40 mph Wind 153.42 0.9 0.00 15.33 0.00 0.001.2D + 1.0E 70.34 0.9 0.00 11.50 0.00 0.000.9D + 1.0E 70.02 2.9 0.00 12.77 0.00 0.001.0D + 1.0W 60 mph Wind 185.27 Elev (ft) Stress Ratio Max Stresses Load Case Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (-) (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi Tn (ft-kips) phi Mn (ft-kips) 0.00 0.2811.2D + 1.6W 89 mph Wind -15.32 -10.09 0.00 -654.090.00-654.09 2786.81 1393.4 0 4745.37 2376.21 0.00 0.2780.9D + 1.6W 89 mph Wind -11.49 -10.09 0.00 -651.290.00-651.29 2786.81 1393.4 0 4745.37 2376.21 0.00 0.0741.2D + 1.0Di + 1.0Wi 40 mph Wind -27.02 -2.40 0.00 -153.420.00-153.42 2786.81 1393.4 0 4745.37 2376.21 53.00 0.0361.2D + 1.0E -7.37 -0.81 0.00 -23.740.00-23.74 1469.38 734.69 1510.97 756.61 53.00 0.0350.9D + 1.0E -5.53 -0.80 0.00 -23.570.00-23.57 1469.38 734.69 1510.97 756.61 0.00 0.0831.0D + 1.0W 60 mph Wind -12.77 -2.87 0.00 -185.270.00-185.27 2786.81 1393.4 0 4745.37 2376.21 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Customer Name: Site Name: Site Number: Engr. Number: Foundation Info Obtained from:Acceptable overstress (5.0% 0.50 ft. Axial Load (Kips):15.3 Shear Force (Kips):10.1 Uplift Force (Kips):0.0 Moment (Kips-ft):654.1 3.0 ft.( 26) #10 rebar Foundation Geometries:( 25) #4 ties 6.0 Depth of Base B. G. S. :27.0 ft.27.0 ft. Pier Height A. G. (ft.):0.50 6.0 ft. Concrete Strength (psi):3000 Steel Elastic Modulus:29000 ksi Vertical bar yield (ksi)60 Tie steel yield strength:60 ksi ( 26) #10 rebar 6 ft. ɸ Pier Vertical Rebar Size #:10 Tie / Stirrup Size #:4 ( 25) #4 ties Qty. of Vertical Rebars:26 Tie Spacing:18.0 in. Concrete Cover (in.):3 Concrete unit weight:150.0 pcf Soil Design Parameters: Water Table B.G.S. (ft):3.0 Unit weight of water:62.4 psf Ratio of Uplift/Axial Skin Friction:1.0 Pullout failure Angle:30 (°) Skin Frictions are to be obtained from: Soil Report γsoil φ Cohesion Top Bottom (pcf)(°)(psf) 0.0 5.0 120 0 0 5.0 5.5 120 0 2000 Clay 5.5 8.0 115 30 0 Sand 8.0 29.0 120 0 2000 Clay 29.0 34.0 0.0 0.0 0.0 0.0 0.0 1.1 Foundation Analysis and Design: Uplift Strength Reduction Factor:0.75 Soil Bearing Strength Reduction Factor:0.75 2864 Dry Soil Weight from Conical Failure:344 Kips 7960 Buoyant Soil Weight from Conical Failure (Ki 421 Kips Total Dry Concrete Volume (cu. Ft.):99 Total Dry Concrete Weight:14.8 Kips 678.6 Total Buoyant Concrete Weight:59.44 Kips 74.3 Total Effective Soil Weight:764.5 Kips Total Effective Vertical Load on Base (Kips):43.5 EIA/TIA Standard:EIA-222-G Structure Height (Ft.):88.5 IN46584-A-SBA H. You Engineer Login ID:TES 2/18/2019Pier Foundation Design For Monopole Date Engineer Name: Structure Type: Sprint Nextel 70181 Analysis or Design? Material Properties and Reabr Info: 0 0 Drawings/Calculations Total Buoyant Concrete Volume (cu. Ft.): Total Effective Concrete Weight (Kips): Analysis Total Buoyant Soil Volume from Conical Failure (cu. Ft.): Base Reactions (Factored): Monopole Diameter of Pier (ft.): Depth of Layers (ft) Total Dry Soil Volume from Conical Failure (cu. Ft.): 0 0 0 0 Soil weight Increase Factor for bouyant soils (1.0 to 1.15): Soil Types Ultimate Bearing (psf) 0 0 6 ft. Monopole Pier Foundation Ultimate Skin Friction (psf) TES Engr. Number:Page 2/2 Date: Usage Allowable Foundation Overturning Resistance (kips-ft.):8038.6 >Design Factored Momont (kips-ft): 830 0.10 OK! Factor of Safety of Passive Soil Resistance against Moment:9.68 OK! Check the capacities of Reinforceing Concrete: Strength reduction factor (Flexure and axial tension):0.90 Strength reduction factor (Shear):0.75 Strength reduction factor (Axial compresion):0.65 Wind Load Factor on Concrete Design:1.00 Reinforcing Concrete Pier:Usage Vertical Steel Rebar Area (sq. in./each): 1.27 Tie / Stirrup Area (sq. in./each):0.20 Calculated Moment Capacity (Mn,Kips-Ft):4491.8 >Design Factored Moment (Mu, K-Ft):699.6 0.16 OK! Calculated Shear Capacity (Kips):707.8 >Design Factored Shear (Kips):71.4 0.10 OK! Calculated Tension Capacity (Tn, Kips):1783.1 >Design Factored Tension (Tu Kips):0.0 0.00 OK! Calculated Compression Capacity (Pn, Kips):5355 >Design Factored Axial Load (Pu Kips):15.3 0.00 OK! Moment & Axial Strength Combination:0.16 OK!Max. Allowable Tie/Stirrup Spacing:12.00 in. Pier Reinforcement Ratio:0.008 2/18/2019 Check Soil Capacities: Reinforcement Ratio is satisfied per ACI 70181