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STRUCTURAL ANALYSIS - 19-00482 - Sprint Modification to Existing Tower (SL03UB578)
TES Project Number: 82846 Page 1 August 16, 2019 Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 150 ft Valmont Monopole Customer Name: SBA Communications Corp Customer Site Number: ID20629-A Customer Site Name: REXBURG HILL Carrier Name: Sprint Nextel (App#: 115436, V1) Carrier Site ID / Name: SL03UB578 / SL03UB578S19.1 DO Macro Site Location: 1145 S. 2nd East Rexburg, Idaho MADISON County Latitude: 43.801669 Longitude: -111.777877 Analysis Result: Max Structural Usage: 65.4% [Pass] Max Foundation Usage: 49.0% [Pass] Additional Usage Caused by Mount Modification : +1.8% Report Prepared By : Linfeng Chen TES Project Number: 82846 Page 2 August 16, 2019 Introduction The purpose of this report is to summarize the analysis results on the 150 ft Valmont 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 Valmont Microflect (Order No. 13003-00) original design drawings dated January 12, 2001 Foundation Drawing Valmont Microflect (Order No. 13003-00) foundation design drawings dated, October 30, 2001 Geotechnical Report Sunrise Engineering, Inc. (Project No. 00382) Report of Geotechnical Investigation dated September 6, 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: 50 mph (3-Sec. Gust) with 1/4” radial ice concurrent Operational Wind Speed: 60 mph + 0” Radial ice Standard/Codes: ANSI/TIA/EIA 222-G / 2015 IBC Exposure Category: C Structure Class: II Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: SS = 0.451, S1 = 0.158 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: 82846 Page 3 August 16, 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. See the attached coax layout for the line placement considered in the analysis. Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner - 150.0 6 Samsung RRH-P4 Platform w/ Hand Rail (3) 1.18" Hybrid Sprint Nextel - 3 Samsung RRH-C2A - 6 KMW ET-X-TS-70-15-62-18iR-RD - Panel 6 140.0 3 Comba ODI-065R16M18JJ-GQ V2 - Panel (1) Commscope MC- DPM2M-6-96 (1) 7/8" Hybrid Dish Network 7 2 Ericsson 4415 8 3 Ericsson 0208 9 3 Ericsson E2 B29 Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 150.0 3 Samsung RRH-P4 Modified Platform w/ Hand Rail (Replace with New handrail & end connection & Kicker Collar Mount) (3) 1.18" Hybrid Sprint Nextel 2 3 Samsung RRH-C2A (w/ External Filter) - 3 3 KMW ET-X-TS-70-15-62-18-iR-RD - Panel 4 3 Commscope TTTT65AP-1XR - Panel 5 3 Samsung RRH-B8 TES Project Number: 82846 Page 4 August 16, 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: 65.4% 61.2% 23.2% Pass/Fail Pass Pass Pass Foundations Moment (Kip-Ft) Shear (Kips) Axial (Kips) Analysis Reactions 2126.6 20.8 34.4 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: 82846 Page 5 August 16, 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 1.1674 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: 82846 Page 6 August 16, 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:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019 Page: 1 Code:EIA/TIA-222-G Exposure:C Gh:1.1 Base Elev:0.000 (ft) Usage Diagram - Max Ratio 65.40% at 0.0ft Load Case : 1.2D + 1.6W 89 mph Wind Dead Load Factor: Wind Load Factor: 1.20 1.60 24Iterations: Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Type:Tapered Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019 Page: 2 Base Shape:16 Sided Taper:0.12001 Base Elev:0.00 (ft) Structure: ID20629-A-SBA Shaft Properties Seq Length (ft) Top (in) Bottom (in) Thick (in) Joint Type Taper Grade (ksi) 1 52.50 0.344 0.1200141.20 6547.50 2 53.00 0.281 0.12001Slip36.18 6542.54 3 39.92 0.250 0.12001Slip32.60 6537.39 4 22.41 0.219 0.12001Slip31.00 6533.69 Discrete Appurtenances Attach Elev (ft) Force Elev (ft)Qty Description Carrier 150.00 1 lightning rod150.00 150.00 3 Samsung RRH-P4150.00 Sprint Nextel 150.00 3 Samsung RRH-C2A (w/ External Filter) 150.00 Sprint Nextel 150.00 3 KMW ET-X-TS-70-15-62-18-iR-R D 150.00 Sprint Nextel 150.00 1 Platform w/ Hand Rail150.00 Sprint Nextel 150.00 3 Commscope TTTT65AP-1XR 150.00 Sprint Nextel 150.00 1 MS-KI22-5 (Kickers)150.00 Sprint Nextel 150.00 1 Collar Mount150.00 Sprint Nextel 150.00 3 Samsung RRH-B8150.00 Sprint Nextel 140.00 3 Comba ODI-065R16M18JJ-GQ V2 140.00 Dish Network 140.00 1 Commscope MC-DPM2M-6-96 140.00 Dish Network 140.00 2 Ericsson 4415140.00 Dish Network 140.00 3 Ericsson 0208140.00 Dish Network 140.00 3 Ericsson E2 B29140.00 Dish Network Linear Appurtenances Elev From (ft) Elev To (ft)Placement Description Carrier 0.00 150.00 Inside 1.18" Hybrid Sprint Nextel 0.00 140.00 Inside 7/8" Hybrid Dish Network Anchor Bolts Qty Specifications Arrangement Grade (ksi) 12 2.25" 18J 75.0 Radial Base Plate Thickness (in) Specifications (in) Grade (ksi)Geometry 2.5000 61.7 60.0 Round Reactions Load Case Moment (FT-Kips) Shear (Kips) Axial (Kips) 1.2D + 1.6W 89 mph Wind 2126.6 20.8 30.0 0.9D + 1.6W 89 mph Wind 2105.5 20.8 22.5 1.2D + 1.0Di + 1.0Wi 50 mph Wind 608.2 6.2 34.4 1.2D + 1.0E 442.0 3.5 30.0 0.9D + 1.0E 437.1 3.5 22.5 1.0D + 1.0W 60 mph Wind 600.5 5.9 25.0 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Type:Monopole Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019 Page: 3 Structure: ID20629-A-SBA - Coax Line Placement Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Shaft Properties Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019 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 52.500 0.3438 65 0.00 8,621116 53.000 0.2813 65 Slip 78.00 6,323216 39.920 0.2500 65 Slip 71.00 3,764316 22.413 0.2188 65 Slip 65.00 1,710416 20,418Total 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. 47.50 0.00 51.71 14526.65 25.89 138.18 41.20 52.50 44.80 9447.25 22.25 119.8 5 0.1200111 42.54 46.00 37.92 8554.79 28.50 151.26 36.18 99.00 32.21 5244.31 24.00 128.6 5 0.1200112 37.39 93.08 29.62 5162.07 28.16 149.57 32.60 133.00 25.80 3411.11 24.35 130.4 0 0.1200113 33.69 127.5 9 23.36 3305.22 29.04 154.00 31.00 150.00 21.48 2570.66 26.60 141.7 1 0.1200114 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Load Summary Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019 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) lightning rod 1 37.00 1.12 1.00 45.61150.00 1.172 1.00 0.00 0.00 1 Samsung RRH-P4 3 62.80 2.74 0.67 87.64150.00 2.970 0.67 0.00 0.00 2 Samsung RRH-C2A (w/ External Filter) 3 55.10 3.63 0.71 80.95150.00 4.088 0.71 0.00 0.00 3 KMW ET-X-TS-70-15-62-18-iR-RD 3 50.00 8.16 0.75 104.69150.00 9.094 0.75 0.00 0.00 4 Platform w/ Hand Rail 1 1600.00 32.00 1.00 2299.95150.00 41.308 1.00 0.00 0.00 5 Commscope TTTT65AP-1XR 3 33.00 6.99 0.76 78.32150.00 7.371 0.76 0.00 0.00 6 MS-KI22-5 (Kickers) 1 146.00 5.33 1.00 213.95150.00 7.190 1.00 0.00 0.00 7 Collar Mount 1 220.00 2.50 1.00 322.39150.00 3.373 1.00 0.00 0.00 8 Samsung RRH-B8 3 59.80 2.67 0.67 82.90150.00 2.888 0.67 0.00 0.00 9 Comba ODI-065R16M18JJ-GQ V2 3 64.00 12.33 0.69 156.84140.00 12.834 0.69 0.00 0.0010 Commscope MC-DPM2M-6-96 1 720.00 15.61 1.00 952.94140.00 22.103 1.00 0.00 0.0011 Ericsson 4415 2 44.10 1.86 0.67 59.80140.00 2.050 0.67 0.00 0.0012 Ericsson 0208 3 19.80 1.37 0.67 31.37140.00 1.535 0.67 0.00 0.0013 Ericsson E2 B29 3 59.40 3.15 0.67 86.51140.00 3.370 0.67 0.00 0.0014 31Totals:4,022.90 6,082.13 Linear Appurtenances Exposed Width Exposed Bottom Elev. (ft)Description Top Elev. (ft) 0.00 150.00 (3) 1.18" Hybrid 0.00 Inside 0.00 140.00 (1) 7/8" Hybrid 0.00 Inside Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Shaft Section Properties Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019 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) 0.3438 47.500 51.710 14526.7 25.890.00 138.18 73.3 599.9 0.0 0.3438 46.900 51.052 13979.1 25.555.00 136.44 73.7 584.7 874.2 0.3438 46.300 50.394 13445.5 25.2010.00 134.69 74.1 569.6 863.0 0.3438 45.700 49.736 12925.7 24.8515.00 132.94 74.5 554.8 851.8 0.3438 45.100 49.078 12419.5 24.5120.00 131.20 74.8 540.2 840.6 0.3438 44.500 48.420 11926.6 24.1625.00 129.45 75.2 525.7 829.4 0.3438 43.900 47.762 11446.9 23.8130.00 127.71 75.6 511.5 818.2 0.3438 43.300 47.104 10980.3 23.4635.00 125.96 76.0 497.4 807.0 0.3438 42.700 46.446 10526.6 23.1240.00 124.22 76.4 483.6 795.8 0.3438 42.100 45.788 10085.5 22.7745.00 122.47 76.8 469.9 784.6 Bot - Section 2 0.3438 41.980 45.656 9998.8 22.7046.00 122.12 76.9 467.2 155.6 0.3438 41.499 45.130 9656.9 22.4250.00 120.73 77.2 456.5 1131.0 Top - Section 1 0.2813 41.762 37.216 8089.8 27.9452.50 148.49 0.0 0.0 700.3 0.2813 41.462 36.947 7915.5 27.7355.00 147.42 71.2 374.5 315.4 0.2813 40.862 36.408 7574.5 27.3160.00 145.29 71.7 363.6 624.0 0.2813 40.262 35.870 7243.4 26.8865.00 143.15 72.2 352.9 614.9 0.2813 39.662 35.332 6922.2 26.4670.00 141.02 72.6 342.4 605.7 0.2813 39.062 34.793 6610.5 26.0375.00 138.89 73.1 332.0 596.5 0.2813 38.462 34.255 6308.4 25.6180.00 136.75 73.6 321.7 587.4 0.2813 37.862 33.717 6015.6 25.1985.00 134.62 74.1 311.7 578.2 0.2813 37.262 33.178 5732.0 24.7690.00 132.49 74.6 301.8 569.1 Bot - Section 3 0.2813 36.892 32.846 5561.7 24.5093.08 131.17 74.8 295.7 346.4 0.2813 36.661 32.640 5457.5 24.3495.00 130.35 75.0 292.0 406.1 Top - Section 2 0.2500 36.681 29.054 4871.6 27.5999.00 146.73 0.0 0.0 839.4 0.2500 36.561 28.958 4823.6 27.50100.00 146.25 71.5 258.8 98.7 0.2500 35.961 28.480 4588.4 27.02105.00 143.85 72.0 250.3 488.6 0.2500 35.361 28.001 4361.0 26.54110.00 141.45 72.5 241.9 480.5 0.2500 34.761 27.523 4141.2 26.07115.00 139.05 73.1 233.7 472.3 0.2500 34.161 27.044 3928.9 25.59120.00 136.64 73.6 225.6 464.2 0.2500 33.561 26.566 3724.0 25.11125.00 134.24 74.2 217.7 456.1 Bot - Section 4 0.2500 33.251 26.318 3620.9 24.86127.59 133.00 74.4 213.6 232.7 0.2500 32.961 26.087 3526.4 24.63130.00 131.84 74.7 209.9 406.1 Top - Section 3 0.2188 33.038 22.902 3116.4 28.45133.00 151.03 0.0 0.0 500.5 0.2188 32.799 22.735 3048.6 28.23135.00 149.94 70.6 182.3 155.0 0.2188 32.199 22.316 2883.2 27.69140.00 147.19 71.2 175.6 383.2 0.2188 31.598 21.897 2724.0 27.14145.00 144.45 71.9 169.1 376.1 0.2188 30.998 21.478 2570.7 26.60150.00 141.71 72.5 162.7 369.0 20417.8 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24IterationsLoad 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 18.01 331.160.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.750 1.00 0.85 16.374 18.01 326.985.00 0.000 5.00 20.052 15.04 433.4 0.0 1049.00.750 1.00 0.85 16.374 18.01 322.7910.00 0.000 5.00 19.797 14.85 427.9 0.0 1035.60.750 1.00 0.85 16.374 18.01 318.6115.00 0.000 5.00 19.542 14.66 422.4 0.0 1022.20.750 1.00 0.90 17.374 19.11 323.8820.00 0.000 5.00 19.287 14.47 442.3 0.0 1008.70.750 1.00 0.95 18.209 20.03 327.1725.00 0.000 5.00 19.032 14.27 457.5 0.0 995.30.750 1.00 0.98 18.922 20.81 329.0130.00 0.000 5.00 18.777 14.08 469.0 0.0 981.90.750 1.00 1.01 19.546 21.50 329.8235.00 0.000 5.00 18.522 13.89 477.9 0.0 968.40.750 1.00 1.04 20.103 22.11 329.8540.00 0.000 5.00 18.268 13.70 484.8 0.0 955.00.750 1.00 1.07 20.608 22.67 329.2845.00 0.000 5.00 18.013 13.51 490.0 0.0 941.60.750 Bot - Section 2 1.00 1.07 20.704 22.77 329.1046.00 0.000 1.00 3.572 2.68 97.6 0.0 186.70.750 1.00 1.09 21.070 23.18 328.2050.00 0.000 4.00 14.377 10.78 399.9 0.0 1357.20.750 Top - Section 1 1.00 1.11 21.288 23.42 327.5152.50 0.000 2.50 8.903 6.68 250.2 0.0 840.30.750 1.00 1.12 21.497 23.65 331.2155.00 0.000 2.50 8.839 6.63 250.8 0.0 378.50.750 1.00 1.14 21.895 24.08 329.4260.00 0.000 5.00 17.487 13.12 505.4 0.0 748.80.750 1.00 1.16 22.267 24.49 327.3365.00 0.000 5.00 17.232 12.92 506.5 0.0 737.80.750 1.00 1.17 22.617 24.88 324.9870.00 0.000 5.00 16.977 12.73 506.8 0.0 726.90.750 1.00 1.19 22.948 25.24 322.3975.00 0.000 5.00 16.722 12.54 506.5 0.0 715.90.750 1.00 1.21 23.262 25.59 319.6080.00 0.000 5.00 16.467 12.35 505.6 0.0 704.90.750 1.00 1.22 23.561 25.92 316.6385.00 0.000 5.00 16.212 12.16 504.2 0.0 693.90.750 1.00 1.24 23.846 26.23 313.4990.00 0.000 5.00 15.957 11.97 502.3 0.0 682.90.750 Bot - Section 3 1.00 1.25 24.016 26.42 311.4893.08 0.000 3.08 9.713 7.28 307.9 0.0 415.60.750 1.00 1.25 24.119 26.53 310.2195.00 0.000 1.92 6.071 4.55 193.3 0.0 487.40.750 Top - Section 2 1.00 1.26 24.329 26.76 307.4899.00 0.000 4.00 12.548 9.41 403.0 0.0 1007.30.750 1.00 1.27 24.381 26.82 311.04100.00 0.000 1.00 3.112 2.33 100.1 0.0 118.40.750 1.00 1.28 24.632 27.10 307.51105.00 0.000 5.00 15.405 11.55 500.9 0.0 586.30.750 1.00 1.29 24.875 27.36 303.86110.00 0.000 5.00 15.150 11.36 497.4 0.0 576.60.750 1.00 1.30 25.109 27.62 300.10115.00 0.000 5.00 14.895 11.17 493.7 0.0 566.80.750 1.00 1.32 25.335 27.87 296.25120.00 0.000 5.00 14.640 10.98 489.6 0.0 557.00.750 1.00 1.33 25.553 28.11 292.30125.00 0.000 5.00 14.385 10.79 485.2 0.0 547.30.750 Bot - Section 4 1.00 1.33 25.664 28.23 290.22127.59 0.000 2.59 7.342 5.51 248.7 0.0 279.30.750 1.00 1.34 25.765 28.34 288.26130.00 0.000 2.41 6.878 5.16 233.9 0.0 487.40.750 Top - Section 3 1.00 1.34 25.889 28.48 285.79133.00 0.000 3.00 8.477 6.36 289.7 0.0 600.60.750 1.00 1.35 25.971 28.57 287.98135.00 0.000 2.00 5.585 4.19 191.4 0.0 186.00.750 Appurtenance(s)1.00 1.36 26.170 28.79 283.79140.00 0.000 5.00 13.806 10.35 476.9 0.0 459.90.750 1.00 1.37 26.364 29.00 279.54145.00 0.000 5.00 13.551 10.16 471.6 0.0 451.30.750 Appurtenance(s)1.00 1.38 26.553 29.21 275.21150.00 0.000 5.00 13.296 9.97 466.0 0.0 442.80.750 150.00Totals:14,490.4 24,501.4 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24IterationsLoad Case:1.2D + 1.6W 89 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) Orient Factor 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 Samsung RRH-C2A (w/ External Filter) 3 26.553 29.209 0.64150.00 6.96 0.000 0.000 325.21 0.00 0.00198.36 1 0.90 Collar Mount 1 26.553 29.209 1.00150.00 2.50 0.000 0.000 116.83 0.00 0.00264.00 2 1.00 MS-KI22-5 (Kickers) 1 26.553 29.209 1.00150.00 5.33 0.000 0.000 249.09 0.00 0.00175.20 3 1.00 Commscope TTTT65AP-1XR 3 26.553 29.209 0.68150.00 14.34 0.000 0.000 670.33 0.00 0.00118.80 4 0.90 Platform w/ Hand Rail 1 26.553 29.209 1.00150.00 32.00 0.000 0.000 1495.48 0.00 0.001920.00 5 1.00 KMW ET-X-TS-70-15-62-18-iR-R D 3 26.553 29.209 0.68150.00 16.52 0.000 0.000 772.23 0.00 0.00180.00 6 0.90 Samsung RRH-B8 3 26.553 29.209 0.60150.00 4.83 0.000 0.000 225.73 0.00 0.00215.28 7 0.90 Samsung RRH-P4 3 26.553 29.209 0.60150.00 4.96 0.000 0.000 231.64 0.00 0.00226.08 8 0.90 lightning rod 1 26.553 29.209 1.00150.00 1.12 0.000 0.000 52.34 0.00 0.0044.40 9 1.00 Ericsson E2 B29 3 26.170 28.787 0.54140.00 5.07 0.000 0.000 233.30 0.00 0.00213.84100.80 Ericsson 0208 3 26.170 28.787 0.54140.00 2.20 0.000 0.000 101.47 0.00 0.0071.28110.80 Ericsson 4415 2 26.170 28.787 0.54140.00 1.99 0.000 0.000 91.84 0.00 0.00105.84120.80 Commscope MC-DPM2M-6-96 1 26.170 28.787 1.00140.00 15.61 0.000 0.000 718.99 0.00 0.00864.00131.00 Comba ODI-065R16M18JJ-GQ V2 3 26.170 28.787 0.55140.00 20.42 0.000 0.000 940.47 0.00 0.00230.40140.80 6,224.96Totals:4,827.48 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24IterationsLoad 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 0.00 433.40 1071.94 0.005.00 0.00 427.89 1058.51 0.0010.00 0.00 422.38 1045.08 0.0015.00 0.00 442.32 1031.64 0.0020.00 0.00 457.47 1018.21 0.0025.00 0.00 469.00 1004.77 0.0030.00 0.00 477.90 991.34 0.0035.00 0.00 484.76 977.91 0.0040.00 0.00 489.99 964.47 0.0045.00 0.00 97.62 191.28 0.0046.00 0.00 399.86 1375.53 0.0050.00 0.00 250.17 851.77 0.0052.50 0.00 250.82 390.00 0.0055.00 0.00 505.39 771.75 0.0060.00 0.00 506.48 760.76 0.0065.00 0.00 506.84 749.77 0.0070.00 0.00 506.53 738.78 0.0075.00 0.00 505.63 727.79 0.0080.00 0.00 504.20 716.80 0.0085.00 0.00 502.28 705.81 0.0090.00 0.00 307.92 429.77 0.0093.08 0.00 193.27 496.15 0.0095.00 0.00 402.98 1025.61 0.0099.00 0.00 100.14 123.03 0.00100.00 0.00 500.89 609.27 0.00105.00 0.00 497.45 599.50 0.00110.00 0.00 493.68 589.73 0.00115.00 0.00 489.59 579.96 0.00120.00 0.00 485.22 570.19 0.00125.00 0.00 248.72 291.14 0.00127.59 0.00 233.93 498.43 0.00130.00 0.00 289.68 614.33 0.00133.00 0.00 191.45 195.19 0.00135.00 0.00 2563.02 1968.17 0.00140.00 0.00(12) attachments 471.60 471.14 0.00145.00 0.00 4604.93 3804.71 0.00150.00 0.00(19) attachments 20,715.39Totals:30,010.22 0.00 0.00 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24Iterations 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) -29.97 -20.77 0.00 0.00 2126.630.00 3409.97 0.00 0.000 0.654-2126.6 3 1704.98 6640.54 3296.64 0.000 -28.83 -20.43 0.00 0.00 2022.795.00 3384.63 0.11 -0.203 0.635-2022.7 9 1692.31 6506.71 3230.21 0.000 -27.70 -20.10 0.00 0.00 1920.6210.00 3358.82 0.43 -0.404 0.615-1920.6 2 1679.41 6373.27 3163.96 0.000 -26.59 -19.76 0.00 0.00 1820.1415.00 3332.55 0.96 -0.602 0.596-1820.1 4 1666.27 6240.24 3097.92 0.000 -25.50 -19.39 0.00 0.00 1721.3520.00 3305.81 1.69 -0.797 0.576-1721.3 5 1652.91 6107.67 3032.10 0.000 -24.43 -19.00 0.00 0.00 1624.4125.00 3278.61 2.63 -0.988 0.555-1624.4 1 1639.31 5975.58 2966.53 0.000 -23.37 -18.58 0.00 0.00 1529.4330.00 3250.94 3.77 -1.176 0.534-1529.4 3 1625.47 5844.01 2901.21 0.000 -22.34 -18.16 0.00 0.00 1436.5135.00 3222.81 5.10 -1.361 0.514-1436.5 1 1611.41 5713.00 2836.18 0.000 -21.32 -17.71 0.00 0.00 1345.7340.00 3194.21 6.62 -1.541 0.492-1345.7 3 1597.11 5582.58 2771.43 0.000 -20.33 -17.23 0.00 0.00 1257.1745.00 3165.15 8.33 -1.717 0.471-1257.1 7 1582.58 5452.79 2706.99 0.000 -20.12 -17.16 0.00 0.00 1239.9446.00 3159.28 8.69 -1.752 0.467-1239.9 4 1579.64 5426.91 2694.15 0.000 -18.73 -16.75 0.00 0.00 1171.3050.00 3135.62 10.22 -1.889 0.449-1171.3 0 1567.81 5323.66 2642.89 0.000 -17.86 -16.50 0.00 0.00 1129.4252.50 2376.50 11.23 -1.974 0.566-1129.4 2 1188.25 4073.03 2022.02 0.000 -17.44 -16.28 0.00 0.00 1088.1755.00 2367.29 12.28 -2.057 0.552-1088.1 7 1183.65 4027.71 1999.52 0.000 -16.64 -15.80 0.00 0.00 1006.7860.00 2348.53 14.54 -2.246 0.522-1006.7 8 1174.27 3937.17 1954.58 0.000 -15.85 -15.31 0.00 0.00 927.8065.00 2329.31 16.99 -2.427 0.493-927.80 1164.65 3846.80 1909.71 0.000 -15.08 -14.82 0.00 0.00 851.2570.00 2309.62 19.62 -2.602 0.463-851.25 1154.81 3756.63 1864.95 0.000 -14.32 -14.32 0.00 0.00 777.1875.00 2289.46 22.44 -2.769 0.433-777.18 1144.73 3666.70 1820.31 0.000 -13.58 -13.81 0.00 0.00 705.6080.00 2268.84 25.42 -2.929 0.403-705.60 1134.42 3577.05 1775.80 0.000 -12.86 -13.30 0.00 0.00 636.5485.00 2247.75 28.57 -3.080 0.373-636.54 1123.88 3487.70 1731.44 0.000 -12.16 -12.79 0.00 0.00 570.0390.00 2226.20 31.87 -3.223 0.343-570.03 1113.10 3398.69 1687.26 0.000 -11.73 -12.47 0.00 0.00 530.6093.08 2212.68 33.98 -3.307 0.325-530.60 1106.34 3343.99 1660.10 0.000 -11.23 -12.26 0.00 0.00 506.7195.00 2204.18 35.32 -3.358 0.314-506.71 1102.09 3310.07 1643.26 0.000 -10.22 -11.81 0.00 0.00 457.6699.00 1865.67 38.17 -3.458 0.334-457.66 932.83 2808.08 1394.05 0.000 -10.09 -11.72 0.00 0.00 445.85100.00 1862.34 38.90 -3.483 0.327-445.85 931.17 2793.77 1386.95 0.000 -9.49 -11.20 0.00 0.00 387.27105.00 1845.41 42.61 -3.606 0.292-387.27 922.71 2722.31 1351.47 0.000 -8.90 -10.68 0.00 0.00 331.28110.00 1828.02 46.45 -3.717 0.257-331.28 914.01 2651.03 1316.08 0.000 -8.33 -10.16 0.00 0.00 277.89115.00 1810.16 50.39 -3.816 0.222-277.89 905.08 2579.95 1280.79 0.000 -7.77 -9.64 0.00 0.00 227.08120.00 1791.83 54.43 -3.903 0.187-227.08 895.92 2509.10 1245.63 0.000 -7.22 -9.13 0.00 0.00 178.86125.00 1773.04 58.56 -3.977 0.152-178.86 886.52 2438.54 1210.59 0.000 -6.95 -8.86 0.00 0.00 155.25127.59 1763.14 60.72 -4.010 0.134-155.25 881.57 2402.15 1192.53 0.000 -6.46 -8.60 0.00 0.00 133.86130.00 1753.78 62.76 -4.037 0.118-133.86 876.89 2368.28 1175.71 0.000 -5.87 -8.27 0.00 0.00 108.03133.00 1450.64 65.30 -4.066 0.115-108.03 725.32 1967.31 976.66 0.000 -5.68 -8.07 0.00 0.00 91.52135.00 1445.09 67.01 -4.083 0.099-91.52 722.54 1945.38 965.77 0.000 -3.90 -5.37 0.00 0.00 51.19140.00 1430.87 71.30 -4.116 0.057-51.19 715.44 1890.53 938.54 0.000 -3.46 -4.87 0.00 0.00 24.34145.00 1416.19 75.62 -4.135 0.029-24.34 708.10 1835.79 911.36 0.000 0.00 -4.60 0.00 0.00 0.00150.00 1401.04 79.95 -4.141 0.0000.00 700.52 1781.18 884.25 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24IterationsLoad 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 18.01 331.160.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.750 1.00 0.85 16.374 18.01 326.985.00 0.000 5.00 20.052 15.04 433.4 0.0 786.80.750 1.00 0.85 16.374 18.01 322.7910.00 0.000 5.00 19.797 14.85 427.9 0.0 776.70.750 1.00 0.85 16.374 18.01 318.6115.00 0.000 5.00 19.542 14.66 422.4 0.0 766.60.750 1.00 0.90 17.374 19.11 323.8820.00 0.000 5.00 19.287 14.47 442.3 0.0 756.50.750 1.00 0.95 18.209 20.03 327.1725.00 0.000 5.00 19.032 14.27 457.5 0.0 746.50.750 1.00 0.98 18.922 20.81 329.0130.00 0.000 5.00 18.777 14.08 469.0 0.0 736.40.750 1.00 1.01 19.546 21.50 329.8235.00 0.000 5.00 18.522 13.89 477.9 0.0 726.30.750 1.00 1.04 20.103 22.11 329.8540.00 0.000 5.00 18.268 13.70 484.8 0.0 716.20.750 1.00 1.07 20.608 22.67 329.2845.00 0.000 5.00 18.013 13.51 490.0 0.0 706.20.750 Bot - Section 2 1.00 1.07 20.704 22.77 329.1046.00 0.000 1.00 3.572 2.68 97.6 0.0 140.00.750 1.00 1.09 21.070 23.18 328.2050.00 0.000 4.00 14.377 10.78 399.9 0.0 1017.90.750 Top - Section 1 1.00 1.11 21.288 23.42 327.5152.50 0.000 2.50 8.903 6.68 250.2 0.0 630.20.750 1.00 1.12 21.497 23.65 331.2155.00 0.000 2.50 8.839 6.63 250.8 0.0 283.90.750 1.00 1.14 21.895 24.08 329.4260.00 0.000 5.00 17.487 13.12 505.4 0.0 561.60.750 1.00 1.16 22.267 24.49 327.3365.00 0.000 5.00 17.232 12.92 506.5 0.0 553.40.750 1.00 1.17 22.617 24.88 324.9870.00 0.000 5.00 16.977 12.73 506.8 0.0 545.10.750 1.00 1.19 22.948 25.24 322.3975.00 0.000 5.00 16.722 12.54 506.5 0.0 536.90.750 1.00 1.21 23.262 25.59 319.6080.00 0.000 5.00 16.467 12.35 505.6 0.0 528.70.750 1.00 1.22 23.561 25.92 316.6385.00 0.000 5.00 16.212 12.16 504.2 0.0 520.40.750 1.00 1.24 23.846 26.23 313.4990.00 0.000 5.00 15.957 11.97 502.3 0.0 512.20.750 Bot - Section 3 1.00 1.25 24.016 26.42 311.4893.08 0.000 3.08 9.713 7.28 307.9 0.0 311.70.750 1.00 1.25 24.119 26.53 310.2195.00 0.000 1.92 6.071 4.55 193.3 0.0 365.50.750 Top - Section 2 1.00 1.26 24.329 26.76 307.4899.00 0.000 4.00 12.548 9.41 403.0 0.0 755.50.750 1.00 1.27 24.381 26.82 311.04100.00 0.000 1.00 3.112 2.33 100.1 0.0 88.80.750 1.00 1.28 24.632 27.10 307.51105.00 0.000 5.00 15.405 11.55 500.9 0.0 439.80.750 1.00 1.29 24.875 27.36 303.86110.00 0.000 5.00 15.150 11.36 497.4 0.0 432.40.750 1.00 1.30 25.109 27.62 300.10115.00 0.000 5.00 14.895 11.17 493.7 0.0 425.10.750 1.00 1.32 25.335 27.87 296.25120.00 0.000 5.00 14.640 10.98 489.6 0.0 417.80.750 1.00 1.33 25.553 28.11 292.30125.00 0.000 5.00 14.385 10.79 485.2 0.0 410.50.750 Bot - Section 4 1.00 1.33 25.664 28.23 290.22127.59 0.000 2.59 7.342 5.51 248.7 0.0 209.50.750 1.00 1.34 25.765 28.34 288.26130.00 0.000 2.41 6.878 5.16 233.9 0.0 365.50.750 Top - Section 3 1.00 1.34 25.889 28.48 285.79133.00 0.000 3.00 8.477 6.36 289.7 0.0 450.40.750 1.00 1.35 25.971 28.57 287.98135.00 0.000 2.00 5.585 4.19 191.4 0.0 139.50.750 Appurtenance(s)1.00 1.36 26.170 28.79 283.79140.00 0.000 5.00 13.806 10.35 476.9 0.0 344.90.750 1.00 1.37 26.364 29.00 279.54145.00 0.000 5.00 13.551 10.16 471.6 0.0 338.50.750 Appurtenance(s)1.00 1.38 26.553 29.21 275.21150.00 0.000 5.00 13.296 9.97 466.0 0.0 332.10.750 150.00Totals:14,490.4 18,376.0 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24IterationsLoad Case:0.9D + 1.6W 89 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) Orient Factor 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 Samsung RRH-C2A (w/ External Filter) 3 26.553 29.209 0.64150.00 6.96 0.000 0.000 325.21 0.00 0.00148.77 1 0.90 Collar Mount 1 26.553 29.209 1.00150.00 2.50 0.000 0.000 116.83 0.00 0.00198.00 2 1.00 MS-KI22-5 (Kickers) 1 26.553 29.209 1.00150.00 5.33 0.000 0.000 249.09 0.00 0.00131.40 3 1.00 Commscope TTTT65AP-1XR 3 26.553 29.209 0.68150.00 14.34 0.000 0.000 670.33 0.00 0.0089.10 4 0.90 Platform w/ Hand Rail 1 26.553 29.209 1.00150.00 32.00 0.000 0.000 1495.48 0.00 0.001440.00 5 1.00 KMW ET-X-TS-70-15-62-18-iR-R D 3 26.553 29.209 0.68150.00 16.52 0.000 0.000 772.23 0.00 0.00135.00 6 0.90 Samsung RRH-B8 3 26.553 29.209 0.60150.00 4.83 0.000 0.000 225.73 0.00 0.00161.46 7 0.90 Samsung RRH-P4 3 26.553 29.209 0.60150.00 4.96 0.000 0.000 231.64 0.00 0.00169.56 8 0.90 lightning rod 1 26.553 29.209 1.00150.00 1.12 0.000 0.000 52.34 0.00 0.0033.30 9 1.00 Ericsson E2 B29 3 26.170 28.787 0.54140.00 5.07 0.000 0.000 233.30 0.00 0.00160.38100.80 Ericsson 0208 3 26.170 28.787 0.54140.00 2.20 0.000 0.000 101.47 0.00 0.0053.46110.80 Ericsson 4415 2 26.170 28.787 0.54140.00 1.99 0.000 0.000 91.84 0.00 0.0079.38120.80 Commscope MC-DPM2M-6-96 1 26.170 28.787 1.00140.00 15.61 0.000 0.000 718.99 0.00 0.00648.00131.00 Comba ODI-065R16M18JJ-GQ V2 3 26.170 28.787 0.55140.00 20.42 0.000 0.000 940.47 0.00 0.00172.80140.80 6,224.96Totals:3,620.61 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24IterationsLoad 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 0.00 433.40 803.96 0.005.00 0.00 427.89 793.88 0.0010.00 0.00 422.38 783.81 0.0015.00 0.00 442.32 773.73 0.0020.00 0.00 457.47 763.66 0.0025.00 0.00 469.00 753.58 0.0030.00 0.00 477.90 743.50 0.0035.00 0.00 484.76 733.43 0.0040.00 0.00 489.99 723.35 0.0045.00 0.00 97.62 143.46 0.0046.00 0.00 399.86 1031.65 0.0050.00 0.00 250.17 638.83 0.0052.50 0.00 250.82 292.50 0.0055.00 0.00 505.39 578.82 0.0060.00 0.00 506.48 570.57 0.0065.00 0.00 506.84 562.33 0.0070.00 0.00 506.53 554.08 0.0075.00 0.00 505.63 545.84 0.0080.00 0.00 504.20 537.60 0.0085.00 0.00 502.28 529.35 0.0090.00 0.00 307.92 322.33 0.0093.08 0.00 193.27 372.11 0.0095.00 0.00 402.98 769.21 0.0099.00 0.00 100.14 92.27 0.00100.00 0.00 500.89 456.95 0.00105.00 0.00 497.45 449.62 0.00110.00 0.00 493.68 442.30 0.00115.00 0.00 489.59 434.97 0.00120.00 0.00 485.22 427.64 0.00125.00 0.00 248.72 218.36 0.00127.59 0.00 233.93 373.83 0.00130.00 0.00 289.68 460.75 0.00133.00 0.00 191.45 146.39 0.00135.00 0.00 2563.02 1476.13 0.00140.00 0.00(12) attachments 471.60 353.36 0.00145.00 0.00 4604.93 2853.53 0.00150.00 0.00(19) attachments 20,715.39Totals:22,507.67 0.00 0.00 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 24Iterations 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) -22.47 -20.75 0.00 0.00 2105.450.00 3409.97 0.00 0.000 0.645-2105.4 5 1704.98 6640.54 3296.64 0.000 -21.60 -20.40 0.00 0.00 2001.685.00 3384.63 0.11 -0.201 0.626-2001.6 8 1692.31 6506.71 3230.21 0.000 -20.74 -20.03 0.00 0.00 1899.7110.00 3358.82 0.42 -0.400 0.607-1899.7 1 1679.41 6373.27 3163.96 0.000 -19.89 -19.67 0.00 0.00 1799.5415.00 3332.55 0.95 -0.595 0.587-1799.5 4 1666.27 6240.24 3097.92 0.000 -19.06 -19.28 0.00 0.00 1701.1820.00 3305.81 1.68 -0.788 0.567-1701.1 8 1652.91 6107.67 3032.10 0.000 -18.24 -18.88 0.00 0.00 1604.7625.00 3278.61 2.60 -0.977 0.547-1604.7 6 1639.31 5975.58 2966.53 0.000 -17.43 -18.45 0.00 0.00 1510.3830.00 3250.94 3.73 -1.163 0.526-1510.3 8 1625.47 5844.01 2901.21 0.000 -16.65 -18.01 0.00 0.00 1418.1435.00 3222.81 5.04 -1.345 0.505-1418.1 4 1611.41 5713.00 2836.18 0.000 -15.87 -17.55 0.00 0.00 1328.1140.00 3194.21 6.54 -1.523 0.484-1328.1 1 1597.11 5582.58 2771.43 0.000 -15.13 -17.07 0.00 0.00 1240.3545.00 3165.15 8.23 -1.696 0.463-1240.3 5 1582.58 5452.79 2706.99 0.000 -14.96 -16.99 0.00 0.00 1223.2846.00 3159.28 8.59 -1.731 0.459-1223.2 8 1579.64 5426.91 2694.15 0.000 -13.91 -16.58 0.00 0.00 1155.3250.00 3135.62 10.10 -1.867 0.442-1155.3 2 1567.81 5323.66 2642.89 0.000 -13.26 -16.33 0.00 0.00 1113.8652.50 2376.50 11.10 -1.950 0.557-1113.8 6 1188.25 4073.03 2022.02 0.000 -12.94 -16.10 0.00 0.00 1073.0355.00 2367.29 12.14 -2.032 0.542-1073.0 3 1183.65 4027.71 1999.52 0.000 -12.33 -15.61 0.00 0.00 992.5260.00 2348.53 14.37 -2.218 0.513-992.52 1174.27 3937.17 1954.58 0.000 -11.73 -15.12 0.00 0.00 914.4465.00 2329.31 16.79 -2.397 0.484-914.44 1164.65 3846.80 1909.71 0.000 -11.15 -14.62 0.00 0.00 838.8370.00 2309.62 19.39 -2.569 0.455-838.83 1154.81 3756.63 1864.95 0.000 -10.58 -14.12 0.00 0.00 765.7275.00 2289.46 22.17 -2.734 0.425-765.72 1144.73 3666.70 1820.31 0.000 -10.02 -13.62 0.00 0.00 695.1180.00 2268.84 25.12 -2.891 0.396-695.11 1134.42 3577.05 1775.80 0.000 -9.48 -13.11 0.00 0.00 627.0285.00 2247.75 28.23 -3.040 0.366-627.02 1123.88 3487.70 1731.44 0.000 -8.96 -12.60 0.00 0.00 561.4790.00 2226.20 31.49 -3.181 0.337-561.47 1113.10 3398.69 1687.26 0.000 -8.64 -12.28 0.00 0.00 522.6393.08 2212.68 33.57 -3.264 0.319-522.63 1106.34 3343.99 1660.10 0.000 -8.26 -12.08 0.00 0.00 499.0995.00 2204.18 34.89 -3.314 0.308-499.09 1102.09 3310.07 1643.26 0.000 -7.50 -11.64 0.00 0.00 450.7899.00 1865.67 37.70 -3.413 0.328-450.78 932.83 2808.08 1394.05 0.000 -7.40 -11.54 0.00 0.00 439.14100.00 1862.34 38.42 -3.437 0.321-439.14 931.17 2793.77 1386.95 0.000 -6.96 -11.03 0.00 0.00 381.43105.00 1845.41 42.09 -3.558 0.286-381.43 922.71 2722.31 1351.47 0.000 -6.52 -10.52 0.00 0.00 326.28110.00 1828.02 45.87 -3.668 0.252-326.28 914.01 2651.03 1316.08 0.000 -6.09 -10.00 0.00 0.00 273.70115.00 1810.16 49.76 -3.766 0.217-273.70 905.08 2579.95 1280.79 0.000 -5.68 -9.50 0.00 0.00 223.68120.00 1791.83 53.75 -3.851 0.183-223.68 895.92 2509.10 1245.63 0.000 -5.28 -8.99 0.00 0.00 176.21125.00 1773.04 57.82 -3.923 0.149-176.21 886.52 2438.54 1210.59 0.000 -5.07 -8.73 0.00 0.00 152.96127.59 1763.14 59.95 -3.956 0.131-152.96 881.57 2402.15 1192.53 0.000 -4.71 -8.47 0.00 0.00 131.90130.00 1753.78 61.96 -3.983 0.115-131.90 876.89 2368.28 1175.71 0.000 -4.27 -8.15 0.00 0.00 106.46133.00 1450.64 64.47 -4.012 0.112-106.46 725.32 1967.31 976.66 0.000 -4.13 -7.95 0.00 0.00 90.19135.00 1445.09 66.15 -4.028 0.096-90.19 722.54 1945.38 965.77 0.000 -2.84 -5.29 0.00 0.00 50.44140.00 1430.87 70.39 -4.061 0.056-50.44 715.44 1890.53 938.54 0.000 -2.52 -4.80 0.00 0.00 23.98145.00 1416.19 74.65 -4.079 0.028-23.98 708.10 1835.79 911.36 0.000 0.00 -4.60 0.00 0.00 0.00150.00 1401.04 78.92 -4.086 0.0000.00 700.52 1781.18 884.25 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23IterationsLoad Case:1.2D + 1.0Di + 1.0Wi 50 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 5.168 5.68 0.000.00 0.000 0.00 0.000 0.00 0.0 0.0 0.01.200 1.00 0.85 5.168 5.68 0.005.00 0.414 5.00 20.397 24.48 139.1 123.9 1172.91.200 1.00 0.85 5.168 5.68 0.0010.00 0.444 5.00 20.167 24.20 137.6 131.2 1166.71.200 1.00 0.85 5.168 5.68 0.0015.00 0.462 5.00 19.927 23.91 135.9 134.9 1157.01.200 1.00 0.90 5.483 6.03 0.0020.00 0.476 5.00 19.684 23.62 142.5 137.0 1145.81.200 1.00 0.95 5.747 6.32 0.0025.00 0.486 5.00 19.438 23.33 147.5 138.3 1133.61.200 1.00 0.98 5.972 6.57 0.0030.00 0.495 5.00 19.190 23.03 151.3 139.0 1120.91.200 1.00 1.01 6.169 6.79 0.0035.00 0.503 5.00 18.942 22.73 154.2 139.3 1107.71.200 1.00 1.04 6.345 6.98 0.0040.00 0.510 5.00 18.692 22.43 156.6 139.3 1094.21.200 1.00 1.07 6.504 7.15 0.0045.00 0.516 5.00 18.442 22.13 158.3 139.0 1080.51.200 Bot - Section 2 1.00 1.07 6.534 7.19 0.0046.00 0.517 1.00 3.658 4.39 31.6 27.8 214.51.200 1.00 1.09 6.650 7.32 0.0050.00 0.521 4.00 14.724 17.67 129.3 112.3 1469.51.200 Top - Section 1 1.00 1.11 6.719 7.39 0.0052.50 0.524 2.50 9.121 10.95 80.9 70.0 910.31.200 1.00 1.12 6.785 7.46 0.0055.00 0.526 2.50 9.058 10.87 81.1 69.8 448.41.200 1.00 1.14 6.910 7.60 0.0060.00 0.531 5.00 17.929 21.51 163.5 138.9 887.81.200 1.00 1.16 7.028 7.73 0.0065.00 0.535 5.00 17.678 21.21 164.0 138.0 875.91.200 1.00 1.17 7.138 7.85 0.0070.00 0.539 5.00 17.426 20.91 164.2 137.0 863.91.200 1.00 1.19 7.243 7.97 0.0075.00 0.543 5.00 17.174 20.61 164.2 135.9 851.81.200 1.00 1.21 7.342 8.08 0.0080.00 0.546 5.00 16.922 20.31 164.0 134.7 839.61.200 1.00 1.22 7.436 8.18 0.0085.00 0.550 5.00 16.670 20.00 163.6 133.5 827.41.200 1.00 1.24 7.526 8.28 0.0090.00 0.553 5.00 16.418 19.70 163.1 132.2 815.01.200 Bot - Section 3 1.00 1.25 7.580 8.34 0.0093.08 0.555 3.08 9.998 12.00 100.0 81.0 496.61.200 1.00 1.25 7.612 8.37 0.0095.00 0.556 1.92 6.248 7.50 62.8 50.8 538.21.200 Top - Section 2 1.00 1.26 7.679 8.45 0.0099.00 0.558 4.00 12.920 15.50 131.0 105.1 1112.41.200 1.00 1.27 7.695 8.46 0.00100.00 0.559 1.00 3.205 3.85 32.6 26.2 144.71.200 1.00 1.28 7.774 8.55 0.00105.00 0.561 5.00 15.873 19.05 162.9 129.6 716.01.200 1.00 1.29 7.851 8.64 0.00110.00 0.564 5.00 15.620 18.74 161.9 128.1 704.71.200 1.00 1.30 7.925 8.72 0.00115.00 0.566 5.00 15.367 18.44 160.8 126.5 693.31.200 1.00 1.32 7.996 8.80 0.00120.00 0.569 5.00 15.114 18.14 159.5 124.9 682.01.200 1.00 1.33 8.065 8.87 0.00125.00 0.571 5.00 14.861 17.83 158.2 123.3 670.51.200 Bot - Section 4 1.00 1.33 8.100 8.91 0.00127.59 0.572 2.59 7.589 9.11 81.1 63.3 342.61.200 1.00 1.34 8.132 8.95 0.00130.00 0.573 2.41 7.109 8.53 76.3 59.5 546.81.200 Top - Section 3 1.00 1.34 8.171 8.99 0.00133.00 0.575 3.00 8.764 10.52 94.5 73.4 673.91.200 1.00 1.35 8.197 9.02 0.00135.00 0.576 2.00 5.776 6.93 62.5 48.5 234.51.200 Appurtenance(s)1.00 1.36 8.260 9.09 0.00140.00 0.578 5.00 14.288 17.15 155.8 119.7 579.61.200 1.00 1.37 8.321 9.15 0.00145.00 0.580 5.00 14.035 16.84 154.2 117.9 569.31.200 Appurtenance(s)1.00 1.38 8.381 9.22 0.00150.00 0.582 5.00 13.781 16.54 152.5 116.1 558.91.200 150.00Totals:4,698.9 28,447.3 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23IterationsLoad Case:1.2D + 1.0Di + 1.0Wi 50 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) Orient Factor 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 Samsung RRH-C2A (w/ External Filter) 3 8.381 9.219 0.64150.00 7.84 0.000 0.000 72.24 0.00 0.00209.30 1 0.90 Collar Mount 1 8.381 9.219 1.00150.00 3.37 0.000 0.000 31.09 0.00 0.00269.39 2 1.00 MS-KI22-5 (Kickers) 1 8.381 9.219 1.00150.00 7.19 0.000 0.000 66.29 0.00 0.00179.15 3 1.00 Commscope TTTT65AP-1XR 3 8.381 9.219 0.68150.00 15.12 0.000 0.000 139.43 0.00 0.00254.77 4 0.90 Platform w/ Hand Rail 1 8.381 9.219 1.00150.00 41.31 0.000 0.000 380.81 0.00 0.002019.95 5 1.00 KMW ET-X-TS-70-15-62-18-iR-R D 3 8.381 9.219 0.68150.00 18.42 0.000 0.000 169.77 0.00 0.00203.09 6 0.90 Samsung RRH-B8 3 8.381 9.219 0.60150.00 5.22 0.000 0.000 48.15 0.00 0.00235.38 7 0.90 Samsung RRH-P4 3 8.381 9.219 0.60150.00 5.37 0.000 0.000 49.52 0.00 0.00256.51 8 0.90 lightning rod 1 8.381 9.219 1.00150.00 1.17 0.000 0.000 10.81 0.00 0.0044.40 9 1.00 Ericsson E2 B29 3 8.260 9.086 0.54140.00 5.42 0.000 0.000 49.24 0.00 0.00295.18100.80 Ericsson 0208 3 8.260 9.086 0.54140.00 2.47 0.000 0.000 22.43 0.00 0.0084.08110.80 Ericsson 4415 2 8.260 9.086 0.54140.00 2.20 0.000 0.000 19.96 0.00 0.00116.85120.80 Commscope MC-DPM2M-6-96 1 8.260 9.086 1.00140.00 22.10 0.000 0.000 200.83 0.00 0.00816.94131.00 Comba ODI-065R16M18JJ-GQ V2 3 8.260 9.086 0.55140.00 21.25 0.000 0.000 193.11 0.00 0.00330.11140.80 1,453.66Totals:5,315.10 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23IterationsLoad Case:1.2D + 1.0Di + 1.0Wi 50 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 0.00 139.14 1195.81 0.005.00 0.00 137.57 1189.66 0.0010.00 0.00 135.94 1179.95 0.0015.00 0.00 142.47 1168.69 0.0020.00 0.00 147.46 1156.54 0.0025.00 0.00 151.28 1143.80 0.0030.00 0.00 154.24 1130.64 0.0035.00 0.00 156.55 1117.16 0.0040.00 0.00 158.34 1103.44 0.0045.00 0.00 31.55 219.06 0.0046.00 0.00 129.25 1487.80 0.0050.00 0.00 80.89 921.79 0.0052.50 0.00 81.13 459.85 0.0055.00 0.00 163.54 910.67 0.0060.00 0.00 163.99 898.78 0.0065.00 0.00 164.20 886.78 0.0070.00 0.00 164.19 874.69 0.0075.00 0.00 164.00 862.52 0.0080.00 0.00 163.63 850.28 0.0085.00 0.00 163.10 837.96 0.0090.00 0.00 100.03 510.74 0.0093.08 0.00 62.78 546.95 0.0095.00 0.00 130.96 1130.73 0.0099.00 0.00 32.55 149.25 0.00100.00 0.00 162.89 738.89 0.00105.00 0.00 161.87 727.60 0.00110.00 0.00 160.75 716.25 0.00115.00 0.00 159.53 704.87 0.00120.00 0.00 158.21 693.45 0.00125.00 0.00 81.14 354.46 0.00127.59 0.00 76.31 557.88 0.00130.00 0.00 94.53 687.70 0.00133.00 0.00 62.50 243.69 0.00135.00 0.00 641.34 2245.70 0.00140.00 0.00(12) attachments 154.15 589.09 0.00145.00 0.00 1120.56 4250.67 0.00150.00 0.00(19) attachments 6,152.59Totals:34,443.80 0.00 0.00 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23Iterations Load Case:1.2D + 1.0Di + 1.0Wi 50 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) -34.44 -6.17 0.00 0.00 608.170.00 3409.97 0.00 0.000 0.195-608.17 1704.98 6640.54 3296.64 0.000 -33.24 -6.06 0.00 0.00 577.325.00 3384.63 0.03 -0.058 0.189-577.32 1692.31 6506.71 3230.21 0.000 -32.04 -5.96 0.00 0.00 547.0110.00 3358.82 0.12 -0.115 0.182-547.01 1679.41 6373.27 3163.96 0.000 -30.86 -5.85 0.00 0.00 517.2315.00 3332.55 0.27 -0.172 0.176-517.23 1666.27 6240.24 3097.92 0.000 -29.68 -5.73 0.00 0.00 488.0020.00 3305.81 0.48 -0.227 0.170-488.00 1652.91 6107.67 3032.10 0.000 -28.52 -5.60 0.00 0.00 459.3625.00 3278.61 0.75 -0.281 0.164-459.36 1639.31 5975.58 2966.53 0.000 -27.38 -5.47 0.00 0.00 431.3530.00 3250.94 1.07 -0.334 0.157-431.35 1625.47 5844.01 2901.21 0.000 -26.24 -5.33 0.00 0.00 404.0035.00 3222.81 1.45 -0.386 0.151-404.00 1611.41 5713.00 2836.18 0.000 -25.12 -5.19 0.00 0.00 377.3440.00 3194.21 1.88 -0.437 0.144-377.34 1597.11 5582.58 2771.43 0.000 -24.02 -5.03 0.00 0.00 351.4045.00 3165.15 2.37 -0.486 0.137-351.40 1582.58 5452.79 2706.99 0.000 -23.79 -5.01 0.00 0.00 346.3646.00 3159.28 2.47 -0.496 0.136-346.36 1579.64 5426.91 2694.15 0.000 -22.31 -4.88 0.00 0.00 326.3250.00 3135.62 2.90 -0.534 0.131-326.32 1567.81 5323.66 2642.89 0.000 -21.38 -4.80 0.00 0.00 314.1252.50 2376.50 3.19 -0.558 0.164-314.12 1188.25 4073.03 2022.02 0.000 -20.92 -4.73 0.00 0.00 302.1255.00 2367.29 3.49 -0.581 0.160-302.12 1183.65 4027.71 1999.52 0.000 -20.01 -4.57 0.00 0.00 278.4860.00 2348.53 4.12 -0.633 0.151-278.48 1174.27 3937.17 1954.58 0.000 -19.11 -4.41 0.00 0.00 255.6265.00 2329.31 4.81 -0.683 0.142-255.62 1164.65 3846.80 1909.71 0.000 -18.22 -4.25 0.00 0.00 233.5570.00 2309.62 5.55 -0.731 0.133-233.55 1154.81 3756.63 1864.95 0.000 -17.34 -4.09 0.00 0.00 212.2875.00 2289.46 6.34 -0.777 0.124-212.28 1144.73 3666.70 1820.31 0.000 -16.48 -3.93 0.00 0.00 191.8280.00 2268.84 7.18 -0.821 0.115-191.82 1134.42 3577.05 1775.80 0.000 -15.63 -3.76 0.00 0.00 172.1885.00 2247.75 8.06 -0.862 0.106-172.18 1123.88 3487.70 1731.44 0.000 -14.79 -3.59 0.00 0.00 153.3690.00 2226.20 8.99 -0.900 0.098-153.36 1113.10 3398.69 1687.26 0.000 -14.28 -3.49 0.00 0.00 142.2893.08 2212.68 9.58 -0.923 0.092-142.28 1106.34 3343.99 1660.10 0.000 -13.74 -3.42 0.00 0.00 135.5995.00 2204.18 9.95 -0.936 0.089-135.59 1102.09 3310.07 1643.26 0.000 -12.61 -3.28 0.00 0.00 121.8999.00 1865.67 10.74 -0.963 0.094-121.89 932.83 2808.08 1394.05 0.000 -12.46 -3.25 0.00 0.00 118.61100.00 1862.34 10.95 -0.970 0.092-118.61 931.17 2793.77 1386.95 0.000 -11.72 -3.08 0.00 0.00 102.37105.00 1845.41 11.98 -1.002 0.082-102.37 922.71 2722.31 1351.47 0.000 -10.99 -2.91 0.00 0.00 86.98110.00 1828.02 13.05 -1.032 0.072-86.98 914.01 2651.03 1316.08 0.000 -10.28 -2.74 0.00 0.00 72.43115.00 1810.16 14.14 -1.058 0.062-72.43 905.08 2579.95 1280.79 0.000 -9.58 -2.57 0.00 0.00 58.73120.00 1791.83 15.26 -1.080 0.053-58.73 895.92 2509.10 1245.63 0.000 -8.88 -2.40 0.00 0.00 45.88125.00 1773.04 16.40 -1.099 0.043-45.88 886.52 2438.54 1210.59 0.000 -8.53 -2.31 0.00 0.00 39.67127.59 1763.14 17.00 -1.108 0.038-39.67 881.57 2402.15 1192.53 0.000 -7.97 -2.23 0.00 0.00 34.08130.00 1753.78 17.56 -1.115 0.034-34.08 876.89 2368.28 1175.71 0.000 -7.29 -2.12 0.00 0.00 27.39133.00 1450.64 18.27 -1.122 0.033-27.39 725.32 1967.31 976.66 0.000 -7.05 -2.06 0.00 0.00 23.15135.00 1445.09 18.74 -1.126 0.029-23.15 722.54 1945.38 965.77 0.000 -4.81 -1.37 0.00 0.00 12.88140.00 1430.87 19.92 -1.135 0.017-12.88 715.44 1890.53 938.54 0.000 -4.23 -1.20 0.00 0.00 6.02145.00 1416.19 21.11 -1.139 0.010-6.02 708.10 1835.79 911.36 0.000 0.00 -1.12 0.00 0.00 0.00150.00 1401.04 22.31 -1.141 0.0000.00 700.52 1781.18 884.25 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.37 Seismic Importance Factor S1 SsSds Sd1 SA 0.43 0.23 0.09 0.45 0.16 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 0.000.00 874.195.00 0.00 0.03 34.470.02 862.9910.00 0.01 0.05 49.840.03 851.8015.00 0.02 0.06 56.990.04 840.6020.00 0.03 0.07 60.250.04 829.4125.00 0.05 0.07 61.750.04 818.2130.00 0.08 0.07 62.600.04 807.0235.00 0.10 0.07 63.280.04 795.8240.00 0.13 0.07 63.830.03 784.6345.00 0.17 0.07 63.930.03 Bot - Section 2 155.5846.00 0.18 0.07 12.700.03 1130.9 9 50.00 0.21 0.06 92.080.02 Top - Section 1 700.2652.50 0.23 0.06 56.380.02 315.4555.00 0.25 0.05 24.860.02 624.0360.00 0.30 0.04 45.040.01 614.8765.00 0.35 0.03 36.890.01 605.7170.00 0.41 0.01 25.030.01 596.5575.00 0.47 -0.01 9.870.01 587.3980.00 0.54 -0.03 -6.910.01 578.2385.00 0.61 -0.06 -22.690.02 569.0790.00 0.68 -0.08 -34.800.03 Bot - Section 3 346.3693.08 0.73 -0.10 -24.340.04 406.1495.00 0.76 -0.10 -30.030.04 Top - Section 2 839.4099.00 0.82 -0.12 -64.100.06 98.70100.00 0.84 -0.12 -7.480.07 488.62105.00 0.93 -0.12 -32.320.10 480.48110.00 1.02 -0.11 -21.550.14 472.34115.00 1.11 -0.06 -5.700.19 464.20120.00 1.21 0.01 14.940.26 456.06125.00 1.31 0.14 40.110.35 Bot - Section 4 232.74127.59 1.37 0.22 28.240.40 406.14130.00 1.42 0.32 63.090.45 Top - Section 3 500.47133.00 1.49 0.47 100.840.53 155.03135.00 1.53 0.58 36.360.58 Appurtenance(s)1621.0 4 140.00 1.65 0.93 528.200.73 376.12145.00 1.77 1.39 161.520.92 Appurtenance(s)3154.0 9 150.00 1.89 1.98 1721.031.14 Totals:24,440.7 3,264.2 20,715.4Total Wind: Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.37 Seismic Importance Factor S1 SsSds Sd1 SA 0.43 0.23 0.09 0.45 0.16 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) -30.01 -3.52 0.00 0.00 442.020.00 3409.97 0.00 0.00 0.143-442.02 1704.98 6640.54 3296.64 -28.93 -3.51 0.00 0.00 424.395.00 3384.63 0.02 -0.04 0.140-424.39 1692.31 6506.71 3230.21 -27.87 -3.48 0.00 0.00 406.8410.00 3358.82 0.09 -0.08 0.137-406.84 1679.41 6373.27 3163.96 -26.83 -3.44 0.00 0.00 389.4415.00 3332.55 0.20 -0.13 0.134-389.44 1666.27 6240.24 3097.92 -25.79 -3.40 0.00 0.00 372.2320.00 3305.81 0.36 -0.17 0.131-372.23 1652.91 6107.67 3032.10 -24.77 -3.35 0.00 0.00 355.2525.00 3278.61 0.56 -0.21 0.127-355.25 1639.31 5975.58 2966.53 -23.76 -3.30 0.00 0.00 338.5030.00 3250.94 0.80 -0.25 0.124-338.50 1625.47 5844.01 2901.21 -22.77 -3.25 0.00 0.00 322.0035.00 3222.81 1.08 -0.29 0.121-322.00 1611.41 5713.00 2836.18 -21.79 -3.19 0.00 0.00 305.7640.00 3194.21 1.41 -0.33 0.117-305.76 1597.11 5582.58 2771.43 -20.83 -3.13 0.00 0.00 289.7845.00 3165.15 1.78 -0.37 0.114-289.78 1582.58 5452.79 2706.99 -20.63 -3.13 0.00 0.00 286.6546.00 3159.28 1.86 -0.38 0.113-286.65 1579.64 5426.91 2694.15 -19.26 -3.03 0.00 0.00 274.1450.00 3135.62 2.20 -0.41 0.110-274.14 1567.81 5323.66 2642.89 -18.41 -2.98 0.00 0.00 266.5652.50 2376.50 2.42 -0.43 0.140-266.56 1188.25 4073.03 2022.02 -18.01 -2.96 0.00 0.00 259.1155.00 2367.29 2.65 -0.45 0.137-259.11 1183.65 4027.71 1999.52 -17.24 -2.92 0.00 0.00 244.3160.00 2348.53 3.15 -0.50 0.132-244.31 1174.27 3937.17 1954.58 -16.48 -2.89 0.00 0.00 229.7065.00 2329.31 3.69 -0.54 0.127-229.70 1164.65 3846.80 1909.71 -15.73 -2.87 0.00 0.00 215.2570.00 2309.62 4.29 -0.59 0.122-215.25 1154.81 3756.63 1864.95 -14.99 -2.86 0.00 0.00 200.8975.00 2289.46 4.92 -0.63 0.117-200.89 1144.73 3666.70 1820.31 -14.26 -2.87 0.00 0.00 186.5780.00 2268.84 5.61 -0.67 0.111-186.57 1134.42 3577.05 1775.80 -13.54 -2.87 0.00 0.00 172.2585.00 2247.75 6.33 -0.71 0.106-172.25 1123.88 3487.70 1731.44 -12.83 -2.86 0.00 0.00 157.9190.00 2226.20 7.10 -0.75 0.099-157.91 1113.10 3398.69 1687.26 -12.40 -2.86 0.00 0.00 149.0893.08 2212.68 7.59 -0.77 0.095-149.08 1106.34 3343.99 1660.10 -11.90 -2.86 0.00 0.00 143.5995.00 2204.18 7.90 -0.79 0.093-143.59 1102.09 3310.07 1643.26 -10.88 -2.85 0.00 0.00 132.1599.00 1865.67 8.58 -0.82 0.101-132.15 932.83 2808.08 1394.05 -10.75 -2.85 0.00 0.00 129.30100.00 1862.34 8.75 -0.82 0.099-129.30 931.17 2793.77 1386.95 -10.14 -2.85 0.00 0.00 115.04105.00 1845.41 9.63 -0.86 0.091-115.04 922.71 2722.31 1351.47 -9.54 -2.85 0.00 0.00 100.79110.00 1828.02 10.55 -0.89 0.082-100.79 914.01 2651.03 1316.08 -8.95 -2.84 0.00 0.00 86.57115.00 1810.16 11.50 -0.92 0.073-86.57 905.08 2579.95 1280.79 -8.37 -2.82 0.00 0.00 72.36120.00 1791.83 12.49 -0.95 0.063-72.36 895.92 2509.10 1245.63 -7.80 -2.77 0.00 0.00 58.26125.00 1773.04 13.50 -0.98 0.053-58.26 886.52 2438.54 1210.59 -7.51 -2.74 0.00 0.00 51.09127.59 1763.14 14.03 -0.99 0.047-51.09 881.57 2402.15 1192.53 -7.01 -2.67 0.00 0.00 44.48130.00 1753.78 14.53 -1.00 0.042-44.48 876.89 2368.28 1175.71 -6.40 -2.56 0.00 0.00 36.46133.00 1450.64 15.16 -1.01 0.042-36.46 725.32 1967.31 976.66 -6.20 -2.52 0.00 0.00 31.34135.00 1445.09 15.58 -1.01 0.037-31.34 722.54 1945.38 965.77 -4.24 -1.96 0.00 0.00 18.74140.00 1430.87 16.65 -1.02 0.023-18.74 715.44 1890.53 938.54 -3.77 -1.79 0.00 0.00 8.95145.00 1416.19 17.72 -1.03 0.012-8.95 708.10 1835.79 911.36 0.00 -1.72 0.00 0.00 0.00150.00 1401.04 18.80 -1.03 0.0000.00 700.52 1781.18 884.25 Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.37 Seismic Importance Factor S1 SsSds Sd1 SA 0.43 0.23 0.09 0.45 0.16 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 0.000.00 874.195.00 0.00 0.03 34.470.02 862.9910.00 0.01 0.05 49.840.03 851.8015.00 0.02 0.06 56.990.04 840.6020.00 0.03 0.07 60.250.04 829.4125.00 0.05 0.07 61.750.04 818.2130.00 0.08 0.07 62.600.04 807.0235.00 0.10 0.07 63.280.04 795.8240.00 0.13 0.07 63.830.03 784.6345.00 0.17 0.07 63.930.03 Bot - Section 2 155.5846.00 0.18 0.07 12.700.03 1130.9 9 50.00 0.21 0.06 92.080.02 Top - Section 1 700.2652.50 0.23 0.06 56.380.02 315.4555.00 0.25 0.05 24.860.02 624.0360.00 0.30 0.04 45.040.01 614.8765.00 0.35 0.03 36.890.01 605.7170.00 0.41 0.01 25.030.01 596.5575.00 0.47 -0.01 9.870.01 587.3980.00 0.54 -0.03 -6.910.01 578.2385.00 0.61 -0.06 -22.690.02 569.0790.00 0.68 -0.08 -34.800.03 Bot - Section 3 346.3693.08 0.73 -0.10 -24.340.04 406.1495.00 0.76 -0.10 -30.030.04 Top - Section 2 839.4099.00 0.82 -0.12 -64.100.06 98.70100.00 0.84 -0.12 -7.480.07 488.62105.00 0.93 -0.12 -32.320.10 480.48110.00 1.02 -0.11 -21.550.14 472.34115.00 1.11 -0.06 -5.700.19 464.20120.00 1.21 0.01 14.940.26 456.06125.00 1.31 0.14 40.110.35 Bot - Section 4 232.74127.59 1.37 0.22 28.240.40 406.14130.00 1.42 0.32 63.090.45 Top - Section 3 500.47133.00 1.49 0.47 100.840.53 155.03135.00 1.53 0.58 36.360.58 Appurtenance(s)1621.0 4 140.00 1.65 0.93 528.200.73 376.12145.00 1.77 1.39 161.520.92 Appurtenance(s)3154.0 9 150.00 1.89 1.98 1721.031.14 Totals:24,440.7 3,264.2 20,715.4Total Wind: Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright © 2019 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23Iterations Gust Response Factor 1.10 Seismic Load Factor Structure Frequency (f1) 1.00 0.37 Seismic Importance Factor S1 SsSds Sd1 SA 0.43 0.23 0.09 0.45 0.16 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) -22.51 -3.52 0.00 0.00 437.140.00 3409.97 0.00 0.00 0.139-437.14 1704.98 6640.54 3296.64 -21.70 -3.50 0.00 0.00 419.545.00 3384.63 0.02 -0.04 0.136-419.54 1692.31 6506.71 3230.21 -20.90 -3.47 0.00 0.00 402.0210.00 3358.82 0.09 -0.08 0.133-402.02 1679.41 6373.27 3163.96 -20.12 -3.42 0.00 0.00 384.6915.00 3332.55 0.20 -0.13 0.130-384.69 1666.27 6240.24 3097.92 -19.34 -3.37 0.00 0.00 367.5720.00 3305.81 0.35 -0.17 0.127-367.57 1652.91 6107.67 3032.10 -18.58 -3.32 0.00 0.00 350.7025.00 3278.61 0.55 -0.21 0.124-350.70 1639.31 5975.58 2966.53 -17.82 -3.27 0.00 0.00 334.0830.00 3250.94 0.79 -0.25 0.121-334.08 1625.47 5844.01 2901.21 -17.07 -3.22 0.00 0.00 317.7235.00 3222.81 1.07 -0.29 0.117-317.72 1611.41 5713.00 2836.18 -16.34 -3.16 0.00 0.00 301.6440.00 3194.21 1.39 -0.33 0.114-301.64 1597.11 5582.58 2771.43 -15.61 -3.10 0.00 0.00 285.8445.00 3165.15 1.76 -0.37 0.111-285.84 1582.58 5452.79 2706.99 -15.47 -3.09 0.00 0.00 282.7446.00 3159.28 1.84 -0.38 0.110-282.74 1579.64 5426.91 2694.15 -14.44 -3.00 0.00 0.00 270.3950.00 3135.62 2.17 -0.41 0.107-270.39 1567.81 5323.66 2642.89 -13.80 -2.94 0.00 0.00 262.8952.50 2376.50 2.39 -0.43 0.136-262.89 1188.25 4073.03 2022.02 -13.50 -2.92 0.00 0.00 255.5455.00 2367.29 2.62 -0.45 0.134-255.54 1183.65 4027.71 1999.52 -12.92 -2.88 0.00 0.00 240.9460.00 2348.53 3.11 -0.49 0.129-240.94 1174.27 3937.17 1954.58 -12.35 -2.85 0.00 0.00 226.5365.00 2329.31 3.65 -0.54 0.124-226.53 1164.65 3846.80 1909.71 -11.79 -2.83 0.00 0.00 212.2870.00 2309.62 4.23 -0.58 0.119-212.28 1154.81 3756.63 1864.95 -11.23 -2.82 0.00 0.00 198.1575.00 2289.46 4.86 -0.62 0.114-198.15 1144.73 3666.70 1820.31 -10.68 -2.82 0.00 0.00 184.0580.00 2268.84 5.54 -0.66 0.108-184.05 1134.42 3577.05 1775.80 -10.14 -2.82 0.00 0.00 169.9585.00 2247.75 6.25 -0.70 0.103-169.95 1123.88 3487.70 1731.44 -9.61 -2.82 0.00 0.00 155.8490.00 2226.20 7.01 -0.74 0.097-155.84 1113.10 3398.69 1687.26 -9.29 -2.82 0.00 0.00 147.1493.08 2212.68 7.49 -0.76 0.093-147.14 1106.34 3343.99 1660.10 -8.92 -2.82 0.00 0.00 141.7495.00 2204.18 7.80 -0.78 0.090-141.74 1102.09 3310.07 1643.26 -8.15 -2.81 0.00 0.00 130.4799.00 1865.67 8.47 -0.81 0.098-130.47 932.83 2808.08 1394.05 -8.05 -2.81 0.00 0.00 127.66100.00 1862.34 8.64 -0.81 0.096-127.66 931.17 2793.77 1386.95 -7.60 -2.81 0.00 0.00 113.61105.00 1845.41 9.51 -0.85 0.088-113.61 922.71 2722.31 1351.47 -7.14 -2.81 0.00 0.00 99.56110.00 1828.02 10.42 -0.88 0.080-99.56 914.01 2651.03 1316.08 -6.70 -2.80 0.00 0.00 85.53115.00 1810.16 11.36 -0.91 0.070-85.53 905.08 2579.95 1280.79 -6.26 -2.78 0.00 0.00 71.52120.00 1791.83 12.33 -0.94 0.061-71.52 895.92 2509.10 1245.63 -5.84 -2.74 0.00 0.00 57.60125.00 1773.04 13.32 -0.96 0.051-57.60 886.52 2438.54 1210.59 -5.62 -2.71 0.00 0.00 50.52127.59 1763.14 13.85 -0.97 0.046-50.52 881.57 2402.15 1192.53 -5.25 -2.64 0.00 0.00 43.99130.00 1753.78 14.34 -0.98 0.040-43.99 876.89 2368.28 1175.71 -4.79 -2.53 0.00 0.00 36.06133.00 1450.64 14.97 -0.99 0.040-36.06 725.32 1967.31 976.66 -4.64 -2.49 0.00 0.00 31.01135.00 1445.09 15.38 -1.00 0.035-31.01 722.54 1945.38 965.77 -3.17 -1.94 0.00 0.00 18.55140.00 1430.87 16.43 -1.01 0.022-18.55 715.44 1890.53 938.54 -2.82 -1.77 0.00 0.00 8.86145.00 1416.19 17.49 -1.02 0.012-8.86 708.10 1835.79 911.36 0.00 -1.72 0.00 0.00 0.00150.00 1401.04 18.56 -1.02 0.0000.00 700.52 1781.18 884.25 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23IterationsLoad 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 8.19 223.250.00 0.000 0.00 0.000 0.00 0.0 0.0 0.00.750 1.00 0.85 7.442 8.19 220.435.00 0.000 5.00 20.052 15.04 123.1 0.0 874.20.750 1.00 0.85 7.442 8.19 217.6110.00 0.000 5.00 19.797 14.85 121.5 0.0 863.00.750 1.00 0.85 7.442 8.19 214.7915.00 0.000 5.00 19.542 14.66 120.0 0.0 851.80.750 1.00 0.90 7.896 8.69 218.3520.00 0.000 5.00 19.287 14.47 125.6 0.0 840.60.750 1.00 0.95 8.276 9.10 220.5625.00 0.000 5.00 19.032 14.27 129.9 0.0 829.40.750 1.00 0.98 8.600 9.46 221.8030.00 0.000 5.00 18.777 14.08 133.2 0.0 818.20.750 1.00 1.01 8.883 9.77 222.3535.00 0.000 5.00 18.522 13.89 135.7 0.0 807.00.750 1.00 1.04 9.137 10.05 222.3740.00 0.000 5.00 18.268 13.70 137.7 0.0 795.80.750 1.00 1.07 9.366 10.30 221.9845.00 0.000 5.00 18.013 13.51 139.2 0.0 784.60.750 Bot - Section 2 1.00 1.07 9.410 10.35 221.8646.00 0.000 1.00 3.572 2.68 27.7 0.0 155.60.750 1.00 1.09 9.576 10.53 221.2650.00 0.000 4.00 14.377 10.78 113.6 0.0 1131.00.750 Top - Section 1 1.00 1.11 9.675 10.64 220.7952.50 0.000 2.50 8.903 6.68 71.1 0.0 700.30.750 1.00 1.12 9.770 10.75 223.2955.00 0.000 2.50 8.839 6.63 71.2 0.0 315.40.750 1.00 1.14 9.951 10.95 222.0860.00 0.000 5.00 17.487 13.12 143.6 0.0 624.00.750 1.00 1.16 10.120 11.13 220.6765.00 0.000 5.00 17.232 12.92 143.9 0.0 614.90.750 1.00 1.17 10.279 11.31 219.0970.00 0.000 5.00 16.977 12.73 144.0 0.0 605.70.750 1.00 1.19 10.430 11.47 217.3475.00 0.000 5.00 16.722 12.54 143.9 0.0 596.50.750 1.00 1.21 10.572 11.63 215.4680.00 0.000 5.00 16.467 12.35 143.6 0.0 587.40.750 1.00 1.22 10.708 11.78 213.4685.00 0.000 5.00 16.212 12.16 143.2 0.0 578.20.750 1.00 1.24 10.838 11.92 211.3490.00 0.000 5.00 15.957 11.97 142.7 0.0 569.10.750 Bot - Section 3 1.00 1.25 10.915 12.01 209.9993.08 0.000 3.08 9.713 7.28 87.5 0.0 346.40.750 1.00 1.25 10.962 12.06 209.1395.00 0.000 1.92 6.071 4.55 54.9 0.0 406.10.750 Top - Section 2 1.00 1.26 11.057 12.16 207.2999.00 0.000 4.00 12.548 9.41 114.5 0.0 839.40.750 1.00 1.27 11.081 12.19 209.69100.00 0.000 1.00 3.112 2.33 28.4 0.0 98.70.750 1.00 1.28 11.195 12.31 207.31105.00 0.000 5.00 15.405 11.55 142.3 0.0 488.60.750 1.00 1.29 11.305 12.44 204.85110.00 0.000 5.00 15.150 11.36 141.3 0.0 480.50.750 1.00 1.30 11.412 12.55 202.32115.00 0.000 5.00 14.895 11.17 140.2 0.0 472.30.750 1.00 1.32 11.514 12.67 199.72120.00 0.000 5.00 14.640 10.98 139.1 0.0 464.20.750 1.00 1.33 11.614 12.78 197.05125.00 0.000 5.00 14.385 10.79 137.8 0.0 456.10.750 Bot - Section 4 1.00 1.33 11.664 12.83 195.65127.59 0.000 2.59 7.342 5.51 70.6 0.0 232.70.750 1.00 1.34 11.710 12.88 194.33130.00 0.000 2.41 6.878 5.16 66.4 0.0 406.10.750 Top - Section 3 1.00 1.34 11.766 12.94 192.67133.00 0.000 3.00 8.477 6.36 82.3 0.0 500.50.750 1.00 1.35 11.803 12.98 194.14135.00 0.000 2.00 5.585 4.19 54.4 0.0 155.00.750 Appurtenance(s)1.00 1.36 11.894 13.08 191.32140.00 0.000 5.00 13.806 10.35 135.5 0.0 383.20.750 1.00 1.37 11.982 13.18 188.45145.00 0.000 5.00 13.551 10.16 134.0 0.0 376.10.750 Appurtenance(s)1.00 1.38 12.068 13.27 185.53150.00 0.000 5.00 13.296 9.97 132.4 0.0 369.00.750 150.00Totals:4,116.1 20,417.8 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23IterationsLoad Case:1.0D + 1.0W 60 mph Wind Elev (ft)Description Qty qz (psf) qzGh (psf) Orient Factor 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 Samsung RRH-C2A (w/ External Filter) 3 12.068 13.275 0.64150.00 6.96 0.000 0.000 92.38 0.00 0.00165.30 1 0.90 Collar Mount 1 12.068 13.275 1.00150.00 2.50 0.000 0.000 33.19 0.00 0.00220.00 2 1.00 MS-KI22-5 (Kickers) 1 12.068 13.275 1.00150.00 5.33 0.000 0.000 70.76 0.00 0.00146.00 3 1.00 Commscope TTTT65AP-1XR 3 12.068 13.275 0.68150.00 14.34 0.000 0.000 190.41 0.00 0.0099.00 4 0.90 Platform w/ Hand Rail 1 12.068 13.275 1.00150.00 32.00 0.000 0.000 424.80 0.00 0.001600.00 5 1.00 KMW ET-X-TS-70-15-62-18-iR-R D 3 12.068 13.275 0.68150.00 16.52 0.000 0.000 219.36 0.00 0.00150.00 6 0.90 Samsung RRH-B8 3 12.068 13.275 0.60150.00 4.83 0.000 0.000 64.12 0.00 0.00179.40 7 0.90 Samsung RRH-P4 3 12.068 13.275 0.60150.00 4.96 0.000 0.000 65.80 0.00 0.00188.40 8 0.90 lightning rod 1 12.068 13.275 1.00150.00 1.12 0.000 0.000 14.87 0.00 0.0037.00 9 1.00 Ericsson E2 B29 3 11.894 13.084 0.54140.00 5.07 0.000 0.000 66.27 0.00 0.00178.20100.80 Ericsson 0208 3 11.894 13.084 0.54140.00 2.20 0.000 0.000 28.82 0.00 0.0059.40110.80 Ericsson 4415 2 11.894 13.084 0.54140.00 1.99 0.000 0.000 26.09 0.00 0.0088.20120.80 Commscope MC-DPM2M-6-96 1 11.894 13.084 1.00140.00 15.61 0.000 0.000 204.23 0.00 0.00720.00131.00 Comba ODI-065R16M18JJ-GQ V2 3 11.894 13.084 0.55140.00 20.42 0.000 0.000 267.15 0.00 0.00192.00140.80 1,768.23Totals:4,022.90 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23IterationsLoad 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 0.00 123.11 893.29 0.005.00 0.00 121.55 882.09 0.0010.00 0.00 119.98 870.90 0.0015.00 0.00 125.64 859.70 0.0020.00 0.00 129.95 848.51 0.0025.00 0.00 133.22 837.31 0.0030.00 0.00 135.75 826.12 0.0035.00 0.00 137.70 814.92 0.0040.00 0.00 139.18 803.73 0.0045.00 0.00 27.73 159.40 0.0046.00 0.00 113.58 1146.27 0.0050.00 0.00 71.06 709.81 0.0052.50 0.00 71.25 325.00 0.0055.00 0.00 143.56 643.13 0.0060.00 0.00 143.87 633.97 0.0065.00 0.00 143.97 624.81 0.0070.00 0.00 143.88 615.65 0.0075.00 0.00 143.63 606.49 0.0080.00 0.00 143.22 597.33 0.0085.00 0.00 142.68 588.17 0.0090.00 0.00 87.46 358.14 0.0093.08 0.00 54.90 413.46 0.0095.00 0.00 114.47 854.68 0.0099.00 0.00 28.44 102.52 0.00100.00 0.00 142.28 507.72 0.00105.00 0.00 141.30 499.58 0.00110.00 0.00 140.23 491.44 0.00115.00 0.00 139.07 483.30 0.00120.00 0.00 137.83 475.16 0.00125.00 0.00 70.65 242.62 0.00127.59 0.00 66.45 415.36 0.00130.00 0.00 82.29 511.94 0.00133.00 0.00 54.38 162.66 0.00135.00 0.00 728.04 1640.14 0.00140.00 0.00(12) attachments 133.96 392.62 0.00145.00 0.00 1308.05 3170.59 0.00150.00 0.00(19) attachments 5,884.31Totals:25,008.52 0.00 0.00 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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 23Iterations 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) -25.01 -5.90 0.00 0.00 600.470.00 3409.97 0.00 0.000 0.189-600.47 1704.98 6640.54 3296.64 0.000 -24.11 -5.80 0.00 0.00 571.005.00 3384.63 0.03 -0.057 0.184-571.00 1692.31 6506.71 3230.21 0.000 -23.22 -5.70 0.00 0.00 542.0110.00 3358.82 0.12 -0.114 0.178-542.01 1679.41 6373.27 3163.96 0.000 -22.34 -5.60 0.00 0.00 513.5315.00 3332.55 0.27 -0.170 0.172-513.53 1666.27 6240.24 3097.92 0.000 -21.48 -5.49 0.00 0.00 485.5620.00 3305.81 0.48 -0.225 0.167-485.56 1652.91 6107.67 3032.10 0.000 -20.63 -5.37 0.00 0.00 458.1225.00 3278.61 0.74 -0.279 0.161-458.12 1639.31 5975.58 2966.53 0.000 -19.78 -5.25 0.00 0.00 431.2530.00 3250.94 1.06 -0.332 0.155-431.25 1625.47 5844.01 2901.21 0.000 -18.95 -5.13 0.00 0.00 404.9935.00 3222.81 1.44 -0.384 0.149-404.99 1611.41 5713.00 2836.18 0.000 -18.14 -5.00 0.00 0.00 379.3440.00 3194.21 1.87 -0.435 0.143-379.34 1597.11 5582.58 2771.43 0.000 -17.33 -4.87 0.00 0.00 354.3345.00 3165.15 2.35 -0.484 0.136-354.33 1582.58 5452.79 2706.99 0.000 -17.17 -4.84 0.00 0.00 349.4746.00 3159.28 2.45 -0.494 0.135-349.47 1579.64 5426.91 2694.15 0.000 -16.02 -4.73 0.00 0.00 330.0950.00 3135.62 2.88 -0.533 0.130-330.09 1567.81 5323.66 2642.89 0.000 -15.31 -4.66 0.00 0.00 318.2752.50 2376.50 3.17 -0.557 0.164-318.27 1188.25 4073.03 2022.02 0.000 -14.98 -4.59 0.00 0.00 306.6355.00 2367.29 3.47 -0.580 0.160-306.63 1183.65 4027.71 1999.52 0.000 -14.34 -4.46 0.00 0.00 283.6760.00 2348.53 4.10 -0.633 0.151-283.67 1174.27 3937.17 1954.58 0.000 -13.70 -4.32 0.00 0.00 261.3965.00 2329.31 4.79 -0.684 0.143-261.39 1164.65 3846.80 1909.71 0.000 -13.08 -4.18 0.00 0.00 239.8170.00 2309.62 5.54 -0.734 0.134-239.81 1154.81 3756.63 1864.95 0.000 -12.46 -4.03 0.00 0.00 218.9375.00 2289.46 6.33 -0.781 0.126-218.93 1144.73 3666.70 1820.31 0.000 -11.85 -3.89 0.00 0.00 198.7780.00 2268.84 7.17 -0.826 0.117-198.77 1134.42 3577.05 1775.80 0.000 -11.25 -3.75 0.00 0.00 179.3185.00 2247.75 8.06 -0.868 0.109-179.31 1123.88 3487.70 1731.44 0.000 -10.67 -3.60 0.00 0.00 160.5890.00 2226.20 8.99 -0.909 0.100-160.58 1113.10 3398.69 1687.26 0.000 -10.31 -3.51 0.00 0.00 149.4893.08 2212.68 9.59 -0.932 0.095-149.48 1106.34 3343.99 1660.10 0.000 -9.89 -3.45 0.00 0.00 142.7595.00 2204.18 9.96 -0.947 0.091-142.75 1102.09 3310.07 1643.26 0.000 -9.04 -3.33 0.00 0.00 128.9499.00 1865.67 10.77 -0.975 0.097-128.94 932.83 2808.08 1394.05 0.000 -8.94 -3.30 0.00 0.00 125.61100.00 1862.34 10.97 -0.982 0.095-125.61 931.17 2793.77 1386.95 0.000 -8.43 -3.15 0.00 0.00 109.11105.00 1845.41 12.02 -1.016 0.085-109.11 922.71 2722.31 1351.47 0.000 -7.93 -3.01 0.00 0.00 93.34110.00 1828.02 13.10 -1.048 0.075-93.34 914.01 2651.03 1316.08 0.000 -7.44 -2.86 0.00 0.00 78.30115.00 1810.16 14.22 -1.076 0.065-78.30 905.08 2579.95 1280.79 0.000 -6.96 -2.72 0.00 0.00 63.99120.00 1791.83 15.36 -1.100 0.055-63.99 895.92 2509.10 1245.63 0.000 -6.49 -2.57 0.00 0.00 50.41125.00 1773.04 16.52 -1.121 0.045-50.41 886.52 2438.54 1210.59 0.000 -6.25 -2.50 0.00 0.00 43.76127.59 1763.14 17.13 -1.130 0.040-43.76 881.57 2402.15 1192.53 0.000 -5.83 -2.42 0.00 0.00 37.73130.00 1753.78 17.70 -1.138 0.035-37.73 876.89 2368.28 1175.71 0.000 -5.32 -2.33 0.00 0.00 30.46133.00 1450.64 18.42 -1.146 0.035-30.46 725.32 1967.31 976.66 0.000 -5.16 -2.27 0.00 0.00 25.80135.00 1445.09 18.90 -1.151 0.030-25.80 722.54 1945.38 965.77 0.000 -3.53 -1.51 0.00 0.00 14.43140.00 1430.87 20.11 -1.160 0.018-14.43 715.44 1890.53 938.54 0.000 -3.14 -1.37 0.00 0.00 6.86145.00 1416.19 21.33 -1.166 0.010-6.86 708.10 1835.79 911.36 0.000 0.00 -1.31 0.00 0.00 0.00150.00 1401.04 22.55 -1.167 0.0000.00 700.52 1781.18 884.25 0.000 Copyright © 2019 by Tower Engineering Solutions, LLC. 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Structure:ID20629-A-SBA Site Name:REXBURG HILL Height:150.00 (ft) 8/16/2019Code: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) 20.8 0.00 29.97 0.00 0.001.2D + 1.6W 89 mph Wind 2126.63 20.8 0.00 22.47 0.00 0.000.9D + 1.6W 89 mph Wind 2105.45 6.2 0.00 34.44 0.00 0.001.2D + 1.0Di + 1.0Wi 50 mph Wind 608.17 3.5 0.00 30.01 0.00 0.001.2D + 1.0E 442.02 3.5 0.00 22.51 0.00 0.000.9D + 1.0E 437.14 5.9 0.00 25.01 0.00 0.001.0D + 1.0W 60 mph Wind 600.47 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 0.6541.2D + 1.6W 89 mph Wind -29.97 -20.77 0.00 -2126.6 3 0.00-2126.6 3 3409.97 1704.9 8 6640.54 3296.64 0.00 0.6450.9D + 1.6W 89 mph Wind -22.47 -20.75 0.00 -2105.4 5 0.00-2105.4 5 3409.97 1704.9 8 6640.54 3296.64 0.00 0.1951.2D + 1.0Di + 1.0Wi 50 mph Wind -34.44 -6.17 0.00 -608.170.00-608.17 3409.97 1704.9 8 6640.54 3296.64 0.00 0.1431.2D + 1.0E -30.01 -3.52 0.00 -442.020.00-442.02 3409.97 1704.9 8 6640.54 3296.64 0.00 0.1390.9D + 1.0E -22.51 -3.52 0.00 -437.140.00-437.14 3409.97 1704.9 8 6640.54 3296.64 0.00 0.1891.0D + 1.0W 60 mph Wind -25.01 -5.90 0.00 -600.470.00-600.47 3409.97 1704.9 8 6640.54 3296.64 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):34.5 Shear Force (Kips):20.8 Uplift Force (Kips):0.0 Moment (Kips-ft):2126.6 99.0 ft.( 26) #10 rebar Foundation Geometries:( 25) #4 ties 6.0 Depth of Base B. G. S. :18.0 ft.18.0 ft. Pier Height A. G. (ft.):0.50 6.0 ft. Concrete Strength (psi):4000 Steel Elastic Modulus:29000 ksi Vertical bar yield (ksi)60 Tie steel yield strength:40 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:12.0 in. Concrete Cover (in.):4 Concrete unit weight:150.0 pcf Soil Design Parameters: Water Table B.G.S. (ft):99.0 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 4.5 100 0 0 Sand 4.5 5.0 100 0 0 Silt 5.0 20.0 130 35 2000 Silt 20.0 25.0 0.0 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 3785 Dry Soil Weight from Conical Failure:371 Kips 0 Buoyant Soil Weight from Conical Failure (Ki 0 Kips Total Dry Concrete Volume (cu. Ft.):523 Total Dry Concrete Weight:78.5 Kips 0.0 Total Buoyant Concrete Weight:0.00 Kips 78.5 Total Effective Soil Weight:370.9 Kips Total Effective Vertical Load on Base (Kips):63.1 6 ft. Monopole Pier Foundation Ultimate Skin Friction (psf) Soil weight Increase Factor for bouyant soils (1.0 to 1.15): Soil Types Ultimate Bearing (psf) 11000 Sprint Nextel 82846 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 EIA/TIA Standard:EIA-222-G Structure Height (Ft.):150 ID20629-A-SBA H. You Engineer Login ID:TES 8/16/2019Pier Foundation Design For Monopole Date Engineer Name: Structure Type: TES Engr. Number:Page 2/2 Date: Usage Allowable Foundation Overturning Resistance (kips-ft.):7556.9 >Design Factored Momont (kips-ft): 2381 0.32 OK! Factor of Safety of Passive Soil Resistance against Moment:3.17 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):4605.0 >Design Factored Moment (Mu, K-Ft):2244.9 0.49 OK! Calculated Shear Capacity (Kips):817.3 >Design Factored Shear (Kips):343.1 0.42 OK! Calculated Tension Capacity (Tn, Kips):1783.1 >Design Factored Tension (Tu Kips):0.0 0.00 OK! Calculated Compression Capacity (Pn, Kips):7140 >Design Factored Axial Load (Pu Kips):34.5 0.00 OK! Moment & Axial Strength Combination:0.49 OK!Max. Allowable Tie/Stirrup Spacing:12.00 in. Pier Reinforcement Ratio:0.008 Check Soil Capacities: Reinforcement Ratio is satisfied per ACI 82846 8/16/2019