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HomeMy WebLinkAboutSTRUCTURAL CALCULATION - 18-00638 - 1145 S 2nd E - Cell Tower18-00638 1145 S 2nd E - Cell Tower - Dish Wireless Structural Analysis Report (11/08/2018) Office Copy (1 of 1) �i T ail ES Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 150 ft Monopole Customer Name: SBA Communications Corp Customer Site Number: ID20629-A Customer Site Name: REXBURG HILL Carrier Name: Dish Network Carrier Site ID / Name: ID1480001A / ID14800DIA Site Location: 1145 S. 2nd East Rexburg, Idaho MADISON County Latitude: 43.801669 Longitude: -111.777877 Analysis Result: Max Structural Usage: 63.7% [Pass] Max Foundation Usage: 68.8% [Pass] Additional Usage Caused by New Mount/Mount Modification: N/A Report Prepared By : Linfeng Chen TES Project Number: 59095 Page 1 August 28, 2018 IES Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 150 ft Monopole Customer Name: SBA Communications Corp Customer Site Number: ID20629-A Customer Site Name: REXBURG HILL Carrier Name: Dish Network Carrier Site ID / Name: ID1480001A / ID1480001A Site Location: 1145 S. 2nd East Rexburg, Idaho MADISON County Latitude: 43.801669 Longitude: -111.777877 Analysis Result: Max Structural Usage: 63.7% [Pass] Max Foundation Usage: 68.8% [Pass] Additional Usage Caused by New Mount/Mount Modification : N/A Report Prepared By : Linfeng Chen TES Project Number: 59095 Page 1 August 28, 2018 Introduction The purpose of this report is to summarize the analysis results on the 150 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 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 feasibility 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: Wind Speed with Ice: Operational Wind Speed: Standard/Codes: Exposure Category: Structure Class: Topographic Category: Crest Height: Seismic Parameters: Ultimate Design Wind Speed Vuit = 115.0 mph (3 -Sec. Gust)/ Nominal Design Wind Speed Vmd = 89.0 mph (3 -Sec. Gust) 50 mph (3 -Sec. Gust) with 1/4" radial ice concurrent 60 mph + 0" Radial ice ANSI/TIA/EIA 222-G / 2015 IBC C 1 Oft Ss = 0.451, Si = 0.158 This structural analysis is based upon the tower being classified as a Structure Class ll; 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: 59095 Page 2 August 28, 2018 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. Items Ele+ation Qty. Antenna Descriptions Mount Type &Qty. Transmission Owner (ft) Qty. Lines Mount Type & Qty. 1 150.0 6 Samsung RRH-P4 Platformw/Hand Rail (3)1.18" Hybrid Sprint Nextel 2 3 Samsung RRH-C2A 3 6 KMWET-X-TS-70-15-62-18iR-RD-Panel 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. TES Project Number: 59095 Page 3 August 28, 2018 Elevation Transmission Items Qty. Antenna Descriptions Mount Type & Qty. Owner (ft) Lines CombaODI-065R16M18JJ-GQV2- 4 3 Panel (1) Commscope MC - (1) 7/8" Hybrid Dish 5 140.0 2 Ericsson 4415 DPM2M-6-96 Network 6 3 Ericsson 0208 7 3 Ericsson E2 B29 All transmission lines are considered running inside of the pole shafts. TES Project Number: 59095 Page 3 August 28, 2018 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: Foundations Moment (Kip -Ft) Anchor Original Design Reactions 2389.0 Pole shafts Analysis Reactions Base Plate 20.4 Factored Reactions* Bolts 29.7 Max. Usage: 63.7% 59.6% 22.6% Pass/Fail Pass Pass Pass Foundations * Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. No foundation drawing is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 59095 Page 4 August 28, 2018 Moment (Kip -Ft) Shear (Kips) Original Design Reactions 2389.0 22.0 Analysis Reactions 2071.8 20.4 Factored Reactions* 3225.2 29.7 %of Design Reactions 64.2% 68.8% * Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. No foundation drawing is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 59095 Page 4 August 28, 2018 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 1.1206 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure was 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: 59095 Page 5 August 28, 2018 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 analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client. TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. Secondary component or connection secondary components, welds and bolts are assumed to be able to carry their intended original design loads. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. 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 ANISI/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. 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. 8. 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. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number: 59095 Page 6 August 28, 2018 N Usage Diagram - Max Ratio 63.73% at 0.0 Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Gh: 1.1 ES Base Elev: 0.000 (ft) Page: 1 Tower Eneinee6ine Solutions Dead Load Factor: 1.20 Iterations: 24 Wind Load Factor: 1.60 x Load Case: 1.20 + 1.6W 69 mph Wind i Copyoghl ®2018 by Tower bgineenng Solutions, LLC. All rights reseme . Y 16yC 50. j 711 1.00 145.000 1rJ'IY16 140.000 135.000 lur 1/i>•1M1k1 IRS KS) 130.000 11P.T1/N N' 125.000 120.000 115,000 xr.n•Ixl firma 110.000 ... N1) 105.000 99.070 99'Y 95.000 90.0170 85.000 1 80.000 15.000 1 10.000 srY IsvY 9R1"Ttid 65000 Iaa NYI 60.070 I 1 55.000 50.000 1 aTY 45.0017 I KC l6' 40.000 35,000 I 30.000 25.000 1 ttm'iva 15000 uiKsn 10.000 5.000 0.000 1.00 0.01 0.11 021 0.31 0.41 0.51 061 0.71 0.81 091 Interaction x Structure: Type: Tapered Base Shape: 16 Sided 8/28/2018 111 I1) Site Name: REXBURG HILL Taper: 0.12001 Height: 150.00 (ft) IES Base Elev: 0.00 (ft) Page: 2 Tnww FnoinrerinoS IuNom 150.00 150.00 Shaft Properties Samsung RRH-C2A Sprint Nextel Length Top Bottom Thick Joint Sprint Nextel Grade Seq (ft) (in) (in) (in) Type Taper (ksi) 1 52.50 41.20 47.50 0.344 140.00 0.12001 65 2 53.00 36.18 42.54 0.281 Slip 0.12001 65 3 39.92 32.60 37.39 0.250 Slip 0.12001 65 4 22.41 31.00 33.69 0.219 Slip 0.12001 65 Discrete Appurtenances 16'Thick Attach Force (65 KSp 99'1' Eley (ft) Elev (ft) Qty Description Carrier 150.00 150.00 1 lightning rod 150.00 150.00 6 Samsung RRH-P4 Sprint Nextel 9138" T kk 150.00 150.00 3 Samsung RRH-C2A Sprint Nextel 150.00 150.00 6 KMW Sprint Nextel 150.00 150.00 1 Platform w/ Hand Rail Sprint Nextel 140.00 140.00 3 Combs Dish Network 140.00 140.00 1 Commscope Dish Network 140.00 140.00 2 Ericsson 4415 Dish Network 140.00 140.00 3 Ericsson 0208 Dish Network 140.00 140.00 3 Ericsson E2 B29 Dish Network Linear Appurtenances Elev Elev From (ft) To (ft) Placement Description Carrier MILK eo•s. 0.00 150.00 Inside 1.18" Hybrid Sprint Nextel 0.00 140.00 Inside 7/8" Hybrid Dish Network Anchor Bolts Grade Qty Specifications (ksi) Arrangement rr+"+sns 12 2.25" 18J 75.0 Radial Base Plate Thickness Specifications Grade (in) (in) (ksi) Geometry 2.5000 61.7 60.0 Round 169 K51t Reactions 13311" Moment Shear Axial Load Case (FT -Kips) (Kips) (Kips) 1.2D+ 1.6W 89 mph Wind 2071.8 20.4 29.6 0.913+ 1.6W 89 mph Wind 2051.9 20.4 22.2 1.2D+ 1.ODi + 1.OWi 50 mph Wind 593.5 6.1 34.0 1.2D+1.0E 285.1 2.4 29.6 0.9D+1.0E 282.1 2.4 22.2 1.OD + 1.OW 60 mph Wind 585.1 5.8 24.7 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Y MILK eo•s. rr+"+sns iRT 1Nck 169 K51t 13311" 127'-0"1116 BT 16'Thick (65 KSp 99'1' 9r-0^ 93.10- 156'1" 9138" T kk 165 N59 ars^ asn^ re•' 57S 1,nr Wak 165 Ksll sm Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID20629-A-SBA - Coax Line Type: Monopole Site Name: REXBURG HILL Height: 150.00 (ft) 8/28/2018 Page:3 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. x Shaft Propertie, Structure: ID2O629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C IES. Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page:4 Tower Engineering Solutions Sec. Dia Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksl) Type (in) (lb) 1 16 52.500 0.3438 65 (in) 0.00 8,621 2 16 53.000 0.2813 65 Slip 78.00 6,323 3 16 39.920 0.2500 65 Slip 71.00 3,764 4 16 22.413 0.2188 65 Slip 65.00 1,710 151.26 36.18 99.00 32.21 5244.31 Total Shaft Weight: 20,418 Sec. Dia Elev Area Ix Wit Dlt Dia Elev Area Ix Wil oil No. (in) (ft) (sgin) (in A4) Ratio Ratio (in) (ft) (sgin) (104) Ratio Ratio Taper 1 47.50 0.00 51.71 14526.65 25.89 138.18 41.20 52.50 44.80 9447.25 22.25 119.8 0.120011 2 42.54 46.00 37.92 8554.79 28.50 151.26 36.18 99.00 32.21 5244.31 24.00 128.6 0.120011 3 37.39 93.08 29.62 5162.07 28.16 149.57 32.60 133.00 25.80 3411.11 24.35 130.4 0.120011 4 33.69 127,5 23.36 3305.22 29.04 154.00 31.00 150.00 21.48 2570.66 26.60 141.7 0.120011 Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved. Load Summar Structure: ID2O629-A-SBA Code: EIA/TIA-222-G 8/28/2018'I I) Site Name: REXBURG HILL Exposure: C (l Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 5 Towa Engiwring$olulims No Ice Ice Totals: 29 3,703.70 6,614.26 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed Her. Vert Inside Elev 0.00 Inside Weight CaAa CaAa Weight CaAa CaAa Ecc. Eee No. (ft) Description qty (lb) (at) Factor (Ib) (at) Factor (ft) (ft) 1 150.00 lightning rod 1 37.00 1.12 1.00 45.61 1.172 1.00 0.00 0.00 2 150.00 Samsung RRH-P4 6 62.80 2.74 0.67 87.64 2.970 0.67 0.00 0.00 3 150.00 Samsung RRH-C2A 3 50.70 2.95 0.67 72.66 3.357 0.67 0.00 0.00 4 150.00 KMW ET-X-TS-70-15-62-18iR-RD 6 50.00 8.16 0.75 104.69 9.094 0.75 0.00 0.00 5 150.00 Platform w/ Hand Rail 1 1600.00 32.00 1.00 2299.95 41.308 1.00 0.00 0.00 6 140.00 Comba ODI-065R16M18JJ-GO V2 3 64.00 12.33 0.69 156.84 12.834 0.67 0.00 0.00 7 140.00 Commscope MC-DPM2M-6-96 1 720.00 15.61 1.00 952.94 22.103 1.00 0.00 0.00 8 140.00 Ericsson 4415 2 44.10 1.86 0.67 59.80 2.050 0.67 0.00 0.00 9 140.00 Ericsson 0208 3 19.80 1.37 0.67 31.37 1.535 0.67 0.00 0.00 10 140.00 Ericsson E2 B29 3 59.40 3.15 0.67 86.51 3.370 0.67 0.00 0.00 Totals: 29 3,703.70 6,614.26 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 150.00 (3) 1.18" Hybrid 0.00 Inside 0.00 140.00 (1)7/8" Hybrid 0.00 Inside Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. ai Shaft Section Propertie Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 �� Base Elev: 0.000 (ft) Site Class: B - Competent Rock OMME Gh: 1.1 Topography: 1 Struct Class: II Page: 6 Tower Engineering Solutions Increment Length: 5 (ft) Elev (ftl Description Thick (in) Dia lint Area (in A2) Ix (in A41 wit Ratio Dlt Ratio Fpy Iksi) S (in A31 0.00 0.3438 47.500 51.710 14526.7 25.89 138.18 73.3 599.9 5.00 0.3438 46.900 51.052 13979.1 25.55 136.44 73.7 584.7 10.00 0.3438 46.300 50.394 13445.5 25.20 134.69 74.1 569.6 15.00 0.3438 45.700 49.736 12925.7 24.85 132.94 74.5 554.8 20.00 0.3438 45.100 49.078 12419.5 24.51 131.20 74.8 540.2 25.00 0.3438 44.500 48.420 11926.6 24.16 129.45 75.2 525.7 30.00 0.3438 43.900 47.762 11446.9 23.81 127.71 75.6 511.5 35.00 0.3438 43.300 47.104 10980.3 23.46 125.96 76.0 497.4 40.00 0.3438 42.700 46.446 10526.6 23.12 124.22 76.4 483.6 45.00 0.3438 42.100 45.788 10085.5 22.77 122.47 76.8 469.9 46.00 Bot - Section 2 0.3438 41.980 45.656 9998.8 22.70 122.12 76.9 467.2 50.00 0.3438 41.499 45.130 9656.9 22.42 120.73 77.2 456.5 52.50 Top - Section 1 0.2813 41.762 37.216 8089.8 27.94 148.49 0.0 0.0 55.00 0.2813 41.462 36.947 7915.5 27.73 147.42 71.2 374.5 60.00 0.2813 40.862 36.408 7574.5 27.31 145.29 71.7 363.6 65.00 0.2813 40.262 35.870 7243.4 26.88 143.15 72.2 352.9 70.00 0.2813 39.662 35.332 6922.2 26.46 141.02 72.6 342.4 75.00 0.2813 39.062 34.793 6610.5 26.03 138.89 73.1 332.0 80.00 0.2813 38.462 34.255 6308.4 25.61 136.75 73.6 321.7 85.00 0.2813 37.862 33.717 6015.6 25.19 134.62 74.1 311.7 90.00 0.2813 37.262 33.178 5732.0 24.76 132.49 74.6 301.8 93.08 Bot - Section 3 0.2813 36.892 32.846 5561.7 24.50 131.17 74.8 295.7 95.00 0.2813 36.661 32.640 5457.5 24.34 130.35 75.0 292.0 99.00 Top - Section 2 0.2500 36.681 29.054 4871.6 27.59 146.73 0.0 0.0 100.00 0.2500 36.561 28.958 4823.6 27.50 146.25 71.5 258.8 105.00 0.2500 35.961 28.480 4588.4 27.02 143.85 72.0 250.3 110.00 0.2500 35.361 28.001 4361.0 26.54 141.45 72.5 241.9 115.00 0.2500 34.761 27.523 4141.2 26.07 139.05 73.1 233.7 120.00 0.2500 34.161 27.044 3928.9 25.59 136.64 73.6 225.6 125.00 0.2500 33.561 26.566 3724.0 25.11 134.24 74.2 217.7 127.59 Bot - Section 4 0.2500 33.251 26.318 3620.9 24.86 133.00 74.4 213.6 130.00 0.2500 32.961 26.087 3526.4 24.63 131.84 74.7 209.9 133.00 Top - Section 3 0.2188 33.038 22.902 3116.4 28.45 151.03 0.0 0.0 135.00 0.2188 32.799 22.735 3048.6 28.23 149.94 70.6 182.3 140.00 0.2188 32.199 22.316 2883.2 27.69 147.19 71.2 175.6 145.00 0.2188 31.598 21.897 2724.0 27.14 144.45 71.9 169.1 150.00 0.2188 30.998 21.478 2570.7 26.60 141.71 72.5 162.7 Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved 0.0 874.2 863.0 851.8 840.6 829.4 818.2 807.0 795.8 784.6 155.6 1131.0 700.3 315.4 624.0 614.9 605.7 596.5 587.4 578.2 569.1 346.4 406.1 839.4 98.7 488.6 480.5 472.3 464.2 456.1 232.7 406.1 500.5 155.0 383.2 376.1 369.0 20417.8 Wind Loading - Shaft Structure: ID20629-A-SBA Code: EIA/FIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C IES.Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 7 Tower Enginwring Solutions Load Case: 1.2D + 1.6W 89 mph Wind Iterations 24 Dead Load Factor 1.20 Wind Load Factor 1.60 Totals: 150.00 14,490.4 24,501.4 Copyright C 2018 by Tower Engineering Solutions, LLC. All tights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary As CfAa Force Load Ice Load (ft) Description Kzl Kz (Par) (psf) (mph -ft) Cf (in) (ft) (sf) (sq (lb) (lb) (lb) 0.00 1.00 0.85 16.374 18.01 331.16 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 16.374 18.01 326.98 0.750 0.000 5.00 20.052 15.04 433.4 0.0 1049.0 10.00 1.00 0.85 16.374 18.01 322.79 0.750 0.000 5.00 19.797 14.85 427.9 0.0 1035.6 15.00 1.00 0.85 16.374 18.01 318.61 0.750 0.000 5.00 19.542 14.66 422.4 0.0 1022.2 20.00 1.00 0.90 17.374 19.11 323.88 0.750 0.000 5.00 19.287 14.47 442.3 0.0 1008.7 25.00 1.00 0.95 18.209 20.03 327.17 0.750 0.000 500 19.032 14.27 457.5 0.0 995.3 30.00 1.00 0.98 18.922 20.81 329.01 0.750 0.000 5.00 18.777 14.08 469.0 0.0 981.9 35.00 1.00 1.01 19.546 21.50 329.82 0.750 0.000 5.00 18.522 13.89 477.9 0.0 968.4 40.00 1.00 1.04 20.103 22.11 329.85 0.750 0.000 5.00 18.268 13.70 484.8 0.0 955.0 45.00 1.00 1.07 20.608 22.67 329.28 0.750 0.000 5.00 18.013 13.51 490.0 0.0 941.6 46.00 Bot - Section 2 1.00 1.07 20.704 22.77 329.10 0.750 0.000 1.00 3.572 2.68 97.6 0.0 186.7 50.00 1.00 1.09 21.070 23.18 328.20 0.750 0.000 4.00 14.377 10.78 399.9 0.0 1357.2 52.50 Top - Section 1 1.00 1.11 21.288 23.42 327.51 0.750 0.000 2.50 8.903 6.68 250.2 0.0 840.3 55.00 1.00 1.12 21.497 23.65 331.21 0.750 0.000 2.50 8.839 6.63 250.8 0.0 378.5 60.00 1.00 1.14 21.895 24.08 329.42 0.750 0.000 5.00 17.487 13.12 505.4 0.0 748.8 65.00 1.00 1.16 22.267 24.49 327.33 0.750 0.000 5.00 17.232 12.92 506.5 0.0 737.8 70.00 1.00 1.17 22.617 24.88 324.98 0.750 0.000 5.00 16.977 12.73 506.8 0.0 726.9 75.00 1.00 1.19 22.948 25.24 322.39 0.750 0.000 5.00 16.722 12.54 506.5 0.0 715.9 80.00 1.00 1.21 23.262 25.59 319.60 0.750 0.000 5.00 16.467 12.35 505.6 0.0 704.9 85.00 1.00 1.22 23.561 25.92 316.63 0.750 0.000 5.00 16.212 12.16 504.2 0.0 693.9 90.00 1.00 1.24 23.846 26.23 313.49 0.750 0.000 5.00 15.957 11.97 502.3 0.0 682.9 93.08 Bot - Section 3 1.00 1.25 24.016 26.42 311.48 0.750 0.000 3.08 9.713 7.28 307.9 0.0 415.6 95.00 1,00 1.25 24.119 26.53 310.21 0.750 0.000 1.92 6.071 4.55 193.3 0.0 487.4 99.00 Top - Section 2 1.00 1.26 24,329 26.76 307.48 0.750 0.000 4.00 12.548 9.41 403.0 0.0 1007.3 100.00 1.00 1.27 24.381 26.82 311.04 0.750 0.000 1.00 3.112 2.33 100.1 0.0 118.4 105.00 1.00 1.28 24.632 27.10 307.51 0.750 0.000 5.00 15.405 11.55 500.9 0.0 586.3 110.00 1.00 1.29 24.875 27.36 303.86 0.750 0.000 5.00 15.150 11.36 497.4 0.0 576.6 115.00 1.00 1.30 25.109 27.62 300.10 0.750 0.000 5.00 14.895 11.17 493.7 0.0 566.8 120.00 1.00 1.32 25.335 27.87 296.25 0.750 0.000 5.00 14.640 10.98 489.6 0.0 557.0 125.00 1.00 1.33 25.553 28.11 292.30 0.750 0.000 5.00 14.385 10.79 485.2 0.0 547.3 127.59 Bot - Section 4 1.00 1.33 25.664 28.23 290.22 0.750 0.000 2.59 7.342 5.51 248.7 0.0 279.3 130.00 1.00 1.34 25.765 28.34 288.26 0.750 0.000 2.41 6.878 5.16 233.9 0.0 487.4 133.00 Top - Section 3 1.00 1.34 25.889 28.48 285.79 0.750 0.000 3.00 8.477 6.36 289.7 0.0 600.6 135.00 1.00 1.35 25.971 28.57 287.98 0.750 0.000 2.00 5.585 4.19 191.4 0.0 186.0 140.00 Appurtenance(s) 1.00 1.36 26.170 28.79 283.79 0.750 0.000 5.00 13.806 10.35 476.9 0.0 459.9 145.00 1.00 1.37 26.364 29.00 279.54 0.750 0.000 5.00 13.551 10.16 471.6 0.0 451.3 150.00 Appurtenance(s) 1.00 1.38 26.553 29.21 275.21 0.750 0.000 5.00 13.296 9.97 466.0 0.0 442.8 Totals: 150.00 14,490.4 24,501.4 Copyright C 2018 by Tower Engineering Solutions, LLC. All tights reserved. Discrete Appurtenance Forces Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C IES.Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 8 Towtt Enginccnng Solutions Load Case: 1.20 + 1.6W 89 mph Wind Iterations 24 Dead Load Factor 1.20 e Wind Load Factor 1.60 Totals: 4,444.44 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 8,891.04 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (Psf) (Psf) x Ka Ka (sf) (lb) (it) (ft) (lb) (ib -ft) (lb -ft) 1 150.00 lightning rod 1 26.553 29.209 1.00 1.00 1.12 44.40 0.000 0.000 52.34 0.00 0.00 2 150.00 Samsung RRH-P4 6 26.553 29.209 0.60 0.90 9.91 452.16 0.000 0.000 463.29 0.00 0.00 3 150.00 Samsung RRH-C2A 3 26.553 29.209 0.60 0.90 5.34 182.52 0.000 0.000 249.40 0.00 0.00 4 150.00 KMW 6 26.553 29.209 0.68 0.90 33.05 360.00 0.000 0.000 1544.46 0.00 0.00 5 150.00 Platform wl Hand Rail 1 26.553 29.209 1.00 1.00 32.00 1920.00 0.000 0.000 1495.48 0.00 0.00 6 140.00 Comba 3 26.170 28.787 0.55 0.80 20.42 230.40 0.000 0.000 940.47 0.00 0.00 7 140.00 Commscope 1 26.170 28.787 1.00 1.00 15.61 864.00 0.000 0.000 718.99 0.00 0.00 8 140.00 Ericsson 4415 2 26.170 28.787 0.54 0.80 1.99 105.84 0.000 0.000 91.84 0.00 0.00 9 140.00 Ericsson 0208 3 26.170 28.787 0.54 0.80 2.20 71.28 0.000 0.000 101.47 0.00 0.00 10 140.00 Ericsson E2 B29 3 26.170 28.787 0.54 0.80 5.07 213.84 0.000 0.000 233.30 0.00 0.00 Totals: 4,444.44 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 8,891.04 Total Applied Force Summary Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 9 Tower Engineering Solutions Load Case: 1.2D + 1.6W 89 mph Wind Dead Load Factor 1.20 Wind Load Factor 1.60 Iterations 24 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Lateral Axial Torsion Moment Elev FX I.) FY (•) MY MZ IKI Description fib) flbl I113.110 (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 433.40 1071.94 0.00 0.00 10.00 427.89 1058.51 0.00 0.00 15.00 422.38 1045.08 0.00 0.00 20.00 442.32 1031.64 0.00 0.00 25.00 457.47 1018.21 0.00 0.00 30.00 469.00 1004.77 0.00 0.00 35.00 477.90 991.34 0.00 0.00 40.00 484.76 977.91 0.00 0.00 45.00 489.99 964.47 0.00 0.00 46.00 97.62 191.28 0.00 0.00 50.00 399.86 1375.53 0.00 0.00 52.50 250.17 851.77 0.00 0.00 55.00 250.82 390.00 0.00 0.00 60.00 505.39 771.75 0.00 0.00 65.00 506.48 760.76 0.00 0.00 70.00 506.84 749.77 0.00 0.00 75.00 506.53 738.78 0.00 0.00 80.00 505.63 727.79 0.00 0.00 85.00 504.20 716.80 0.00 0.00 90.00 502.28 705.81 0.00 0.00 93.08 307.92 429.77 0.00 0.00 95.00 193.27 496.15 0.00 0.00 99.00 402.98 1025.61 0.00 0.00 100.00 100.14 123.03 0.00 0.00 105.00 500.89 609.27 0.00 0.00 110.00 497.45 599.50 0.00 0.00 115.00 493.68 589.73 0.00 0.00 120.00 489.59 579.96 0.00 0.00 125.00 485.22 570.19 0.00 0.00 127.59 248.72 291.14 0.00 0.00 130.00 233.93 498.43 0.00 0.00 133.00 289.68 614.33 0.00 0.00 135.00 191.45 195.19 0.00 0.00 140.00 (12) attachments 2563.02 1968.17 0.00 0.00 145.00 471.60 471.14 0.00 0.00 150.00 (17) attachments 4271.01 3421.67 0.00 0.00 Totals: 20,381.47 29,627.18 0.00 0.00 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Calculated Forces Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018'' I' Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 10 Tow Engin«ring solmions Load Case: 1.2D + 1.6W 89 mph Wind � Iterations 24 Dead Load Factor 1.20 x Wind Load Factor 1.60 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY(-) M2 MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress Ift) (kips) (kips) Ift-kips) Ift-kips) ift-kips) (ft -kips) (kips) (kips) (ft kipsl Ift kips) (in) Ideal (deal Ratio 0.00 -29.59 -20.43 0.00 -2071.7 0.00 2071.76 3409.97 1704.98 6640.54 3296.64 0.00 0.000 0.000 0.637 5.00 -28.45 -20.09 0.00 -1969.6 0.00 1969.60 3384.63 1692.31 6506.71 3230.21 0.11 -0.198 0.000 0.618 10.00 -27.33 -19.75 0.00 -1869.1 0.00 1869.13 3358.82 1679.41 6373.27 3163.96 0.42 -0.393 0.000 0.599 15.00 -26.22 -19.41 0.00 -1770.3 0.00 1770.36 3332.55 1666.27 6240.24 3097.92 0.93 -0.586 0.000 0.579 20.00 -25.13 -19.04 0.00 -1673.3 0.00 1673.31 3305.81 1652.91 6107.67 3032.10 1.65 -0.775 0.000 0.560 25.00 -24.06 -18.64 0.00 -1578.1 0.00 1578.12 3278.61 1639.31 5975.58 2966.53 2.56 -0.961 0.000 0.539 30.00 -23.01 -18.23 0.00 -1484.9 0.00 1484.91 3250.94 1625.47 5844.01 2901.21 3.66 -1.144 0.000 0.519 35.00 -21.97 -17.80 0.00 -1393.7 0.00 1393.77 3222.81 1611.41 5713.00 2836.18 4.96 -1.323 0.000 0.498 40.00 -20.96 -17.35 0.00 -1304.7 0.00 1304.79 3194.21 1597.11 5582.58 2771.43 6.44 -1.498 0.000 0.477 45.00 -19.98 -16.87 0.00 -1218.0 0.00 1218.03 3165.15 1582.58 5452.79 2706.99 8.10 -1.668 0.000 0.456 46.00 -19.76 -16.80 0.00 -1201.1 0.00 1201.16 3159.28 1579.64 5426.91 2694.15 8.45 -1.702 0.000 0.452 50.00 -18.37 -16.39 0.00 -1133.9 0.00 1133.98 3135.62 1567.81 5323.66 2642.89 9.94 -1.835 0.000 0.435 52.50 -17.50 -16.14 0.00 -1093.0 0.00 1093.01 2376.50 1188.25 4073.03 2022.02 10.92 -1.917 0.000 0.548 55.00 -17.09 -15.91 0.00 -1052.6 0.00 1052.67 2367.29 1183.65 4027.71 1999.52 11.94 -1.998 0.000 0.534 60.00 -16.28 -15.43 0.00 -973.12 0.00 973.12 2348.53 1174.27 3937.17 1954.58 14.13 -2.180 0.000 0.505 65.00 -15.50 -14.94 0.00 -895.98 0.00 895.98 2329.31 1164.65 3846.80 1909.71 16.51 -2.356 0.000 0.476 70.00 -14.73 -14.44 0.00 -821.28 0.00 821.28 2309.62 1154.81 3756.63 1864.95 19.07 -2.524 0.000 0.447 75.00 -13.98 -13.94 0.00 -749.07 0.00 749.07 2289.46 1144.73 3666.70 1820.31 21.80 -2.686 0.000 0.418 80.00 -13.24 -13.44 0.00 -679.36 0.00 679.36 2268.84 1134.42 3577.05 1775.80 24.69 -2.839 0.000 0.389 85.00 -12.52 -12.93 0.00 -612.18 0.00 612.18 2247.75 1123.88 3487.70 1731.44 27.74 -2.985 0.000 0.359 90.00 -11.82 -12.41 0.00 -547.54 0.00 547.54 2226.20 1113.10 3398.69 1687.26 30.94 -3.122 0.000 0.330 93.08 -11.39 -12.09 0.00 -509.28 0.00 509.28 2212.68 1106.34 3343.99 1660.10 32.98 -3.203 0.000 0.312 95.00 -10.89 -11.89 0.00 -486.10 0.00 486.10 2204.18 1102.09 3310.07 1643.26 34.28 -3.252 0.000 0.301 99.00 -9.88 -11.43 0.00 -438.56 0.00 438.56 1865.67 932.83 2808.08 1394.05 37.05 -3.348 0.000 0.320 100.00 -9.75 -11.34 0.00 -427.12 0.00 427.12 1862.34 931.17 2793.77 1386.95 37.75 -3.372 0.000 0.313 105.00 -9.15 -10.82 0.00 -370.43 0.00 370.43 1845.41 922.71 2722.31 1351.47 41.34 -3.489 0.000 0.279 110.00 -8.56 -10.30 0.00 -316.32 0.00 316.32 1828.02 914.01 2651.03 1316.08 45.05 -3.596 0.000 0.245 115.00 -7.99 -9.78 0.00 -264.81 0.00 264.81 1810.16 905.08 2579.95 1280.79 48.87 -3.690 0.000 0.211 120.00 -7.43 -9.27 0.00 -215.89 0.00 215.89 1791.83 895.92 2509.10 1245.63 52.78 -3.773 0.000 0.178 125.00 -6.89 -8.75 0.00 -169.55 0.00 169.55 1773.04 886.52 2438.54 1210.59 56.76 -3.843 0.000 0.144 127.59 -6.61 -8.49 0.00 -146.91 0.00 146.91 1763.14 881.57 2402.15 1192.53 58.85 -3.874 0.000 0.127 130.00 -6.12 -8.22 0.00 -126.43 0.00 126.43 1753.78 876.89 2368.28 1175.71 60.82 -3.900 0.000 0.111 133.00 -5.53 -7.89 0.00 -101.73 0.00 101.73 1450.64 725.32 1967.31 976.66 63.28 -3.928 0.000 0.108 135.00 -5.34 -7.69 0.00 -85.97 0.00 85.97 1445.09 722.54 1945.38 965.77 64.92 -3.943 0.000 0.093 140.00 -3.55 -5.00 0.00 -47.50 0.00 47.50 1430.87 715.44 1890.53 938.54 69.07 -3.974 0.000 0.053 145.00 -3.12 -4.50 0.00 -22.49 0.00 22.49 1416.19 708.10 1835.79 911.36 73.24 -3.992 0.000 0.027 150.00 0.00 -4.27 0.00 0.00 0.00 0.00 1401.04 700.52 1781.18 884.25 77.42 -3.997 0.000 0.000 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Wind Loading - Shaft Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 11 TawrEngi=nng SaIuims Load Case: 0.90 + 1.6W 89 mph Wind Iterations 24 Dead Load Factor 0.90 x Wind Load Factor 1.60 Totals: 160.00 14,490.4 18,376.0 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary As Me Force X Load Ice Load (ft) Description Kzt Kz (psQ (psq (mph -ft) Cf (in) (ft) (at) (at) (lb) (lb) (Ib) 0.00 1.00 0.85 16.374 18.01 331.16 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 16.374 18.01 326.98 0.750 0.000 5.00 20.052 15.04 433.4 0.0 786.8 10.00 1.00 0.85 16.374 18.01 322.79 0.750 0.000 5.00 19.797 14.85 427.9 0.0 776.7 15.00 1.00 0.85 16.374 18.01 318.61 0.750 0.000 5.00 19.542 14.66 422.4 0.0 766.6 20.00 1.00 0.90 17.374 19.11 323.88 0.750 0.000 5.00 19.287 14.47 442.3 0.0 756.5 25.00 1.00 0.95 18.209 20.03 327.17 0.750 0.000 5.00 19.032 14.27 457.5 0.0 746.5 30.00 1.00 0.98 18.922 20.81 329.01 0.750 0.000 5.00 18.777 14.08 469.0 0.0 736.4 35.00 1.00 1.01 19.546 21.50 329.82 0.750 0.000 5.00 18.522 13.89 477.9 0.0 726.3 40.00 1.00 1.04 20.103 22.11 329.85 0.750 0.000 5.00 18.268 13.70 484.8 0.0 716.2 45.00 1.00 1.07 20.608 22.67 329.28 0.750 0.000 5.00 18.013 13.51 490.0 0.0 706.2 46.00 Bol - Section 2 1.00 1.07 20.704 22.77 329.10 0.750 0.000 1.00 3.572 2.68 97.6 0.0 140.0 50.00 1.00 1.09 21.070 23.18 328.20 0.750 0.000 4.00 14.377 10.78 399.9 0.0 1017.9 52.50 Top - Section 1 1.00 1.11 21.288 23.42 327.51 0.750 0.000 2.50 8.903 6.68 250.2 0.0 630.2 55.00 1.00 1.12 21.497 23.65 331.21 0.750 0.000 2.50 8.839 6.63 250.8 0.0 283.9 60.00 1.00 1.14 21.895 24.08 329.42 0.750 0.000 5.00 17.487 13.12 505.4 0.0 561.6 65.00 1.00 1.16 22.267 24.49 327.33 0.750 0.000 5.00 17.232 12.92 506.5 0.0 553.4 70.00 1.00 1.17 22.617 24.88 324.98 0.750 0.000 5.00 16.977 12.73 506.8 0.0 545.1 75.00 1.00 1.19 22.948 25.24 322.39 0.750 0.000 5.00 16.722 12.54 506.5 0.0 536.9 80.00 1.00 1.21 23.262 25.59 319.60 0.750 0.000 5.00 16.467 12.35 505.6 0.0 528.7 85.00 1.00 1.22 23.561 25.92 316.63 0.750 0.000 5.00 16.212 12.16 504.2 0.0 520.4 90.00 1.00 1.24 23.846 26.23 313.49 0.750 0.000 5.00 15.957 11.97 502.3 0.0 512.2 93.08 Bot - Section 3 1.00 1.25 24.016 26.42 311.48 0.750 0.000 3.08 9.713 7.28 307.9 0.0 311.7 95.00 1.00 1.25 24.119 26.53 310.21 0.750 o.000 1.92 6.071 4.55 193.3 0.0 365.5 99.00 Top - Section 2 1.00 1.26 24.329 26.76 307.48 0.750 0.000 4.00 12.548 9.41 403.0 0.0 755.5 100.00 1.00 1.27 24.381 26.82 311.04 0.750 0.000 1.00 3.112 2.33 100.1 0.0 88.8 105.00 1.00 1.28 24.632 27.10 307.51 0.750 0.000 5.00 15.405 11.55 500.9 0.0 439.8 110.00 1.00 1.29 24.875 27.36 303.86 0.750 0.000 5.00 15.150 11.36 497.4 0.0 432.4 115.00 1.00 1.30 25.109 27.62 300.10 0.750 0.000 5.00 14.895 11.17 493.7 0.0 425.1 120.00 1.00 1.32 25.335 27.87 296.25 0.750 0.000 5.00 14.640 10.98 489.6 0.0 417.8 125.00 1.00 1.33 25.553 28.11 292.30 0.750 0.000 5.00 14.385 10.79 485.2 0.0 410.5 127.59 Bot - Section 4 1.00 1.33 25.664 28.23 290.22 0.750 0.000 2.59 7.342 5.51 248.7 0.0 209.5 130.00 1.00 1.34 25.765 28.34 288.26 0.750 0.000 2.41 6.878 5.16 233.9 0.0 365.5 133.00 Top - Section 3 1.00 1.34 25.889 28.48 285.79 0.750 0.000 3.00 8.477 6.36 289.7 0.0 450.4 135.00 1.00 1.35 25.971 28.57 287.98 0.750 0.000 2.00 5.585 4.19 191.4 0.0 139.5 140.00 Appurtenance(s) 1.00 1.36 26.170 28.79 283.79 0.750 0.000 5.00 13.806 10.35 476.9 0.0 344.9 145.00 1.00 1.37 26.364 29.00 279.54 0.750 0.000 5.00 13.551 10.16 471.6 0.0 338.5 150.00 Appurtenance(s) 1.00 1.38 26.553 29.21 275.21 0.750 0.000 5.00 13.296 9.97 466.0 0.0 332.1 Totals: 160.00 14,490.4 18,376.0 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Discrete Appurtenance Forces Structure: ID20629-A-SBA Code: EIAMA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C lyII) Height: 150.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (it) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 12 Tower Engineering Solutions Load Case: 0.9D + 1.6W 89 mph Wind Iterations 24 Dead Load Factor 0.90 Wind Load Factor 1.60 Totals: 3,333.33 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 5,891.04 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y 2 No. (ft) Description Qty (psf) hisf) x Ka Ka Isf) (lb) Ift) (ft) (lb) (lb -ft) (Ib -ft) 1 150.00 lightning rod 1 26.553 29.209 1.00 1.00 1.12 33.30 0.000 0.000 52.34 0.00 0.00 2 150.00 Samsung RRH-P4 6 26.553 29.209 0.60 0.90 9.91 339.12 0.000 0.000 463.29 0.00 0.00 3 150.00 Samsung RRH-C2A 3 26.553 29.209 0.60 0.90 5.34 136.89 0.000 0.000 249.40 0.00 0.00 4 150.00 KMW 6 26.553 29.209 0.68 0.90 33.05 270.00 0.000 0.000 1544.46 0.00 0.00 5 150.00 Platform wl Hand Rail 1 26.553 29.209 1.00 1.00 32.00 1440.00 0.000 0.000 1495.48 0.00 0.00 6 140.00 Combs 3 26.170 28.787 0.55 0.80 20.42 172.80 0.000 0.000 940.47 0.00 0.00 7 140.00 Commscope 1 26.170 28.787 1.00 1.00 15.61 648.00 0.000 0.000 718.99 0.00 0.00 8 140.00 Ericsson 4415 2 26.170 28.787 0.54 0.80 1.99 79.38 0.000 0.000 91.84 0.00 0.00 9 140.00 Ericsson 0208 3 26.170 28.787 0.54 0.80 2.20 53.46 0.000 0.000 101.47 0.00 0.00 10 140.00 Ericsson E2 B29 3 26.170 28.787 0.54 0.80 5.07 160.38 0.000 0.000 233.30 0.00 0.00 Totals: 3,333.33 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 5,891.04 Total Applied Force Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C I' IIES. I') Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 13 Tower Eupocdng solutions Load Case: 0.9D + 1.6W 89 mph Wind Iterations 24 Dead Load Factor 0.90 Wind Load Factor 1.60 Copyright© 2018 by Tower Engineering Solutions, LLC. All rights reserved.. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ftl Description (Ib) IN fib -ft) (lb-ftl 0.00 0.00 0.00 0.00 0.00 5.00 433.40 803.96 0.00 0.00 10.00 427.89 793.88 0.00 0.00 15.00 422.38 783.81 0.00 0.00 20.00 442.32 773.73 0.00 0.00 25.00 457.47 763.66 0.00 0.00 30.00 469.00 753.58 0.00 0.00 35.00 477.90 743.50 0.00 0.00 40.00 484.76 733.43 0.00 0.00 45.00 489.99 723.35 0.00 0.00 46.00 97.62 143.46 0.00 0.00 50.00 399.86 1031.65 0.00 0.00 52.50 250.17 638.83 0.00 0.00 55.00 250.82 292.50 0.00 0.00 60.00 505.39 578.82 0.00 0.00 65.00 506.48 570.57 0.00 0.00 70.00 506.84 562.33 0.00 0.00 75.00 506.53 554.08 0.00 0.00 80.00 505.63 545.84 0.00 0.00 85.00 504.20 537.60 0.00 0.00 90.00 502.28 529.35 0.00 0.00 93.08 307.92 322.33 0.00 0.00 95.00 193.27 372.11 0.00 0.00 99.00 402.98 769.21 0.00 0.00 100.00 100.14 92.27 0.00 0.00 105.00 500.89 456.95 0.00 0.00 110.00 497.45 449.62 0.00 0.00 115.00 493.68 442.30 0.00 0.00 120.00 489.59 434.97 0.00 0.00 125.00 485.22 427.64 0.00 0.00 127.59 248.72 218.36 0.00 0.00 130.00 233.93 373.83 0.00 0.00 133.00 289.68 460.75 0.00 0.00 135.00 191.45 146.39 0.00 0.00 140.00 (12) attachments 2563.02 1476.13 0.00 0.00 145.00 471.60 353.36 0.00 0.00 150.00 (17) attachments 4271.01 2566.25 0.00 0.00 Totals: 20,381.47 22,220.39 0.00 0.00 Copyright© 2018 by Tower Engineering Solutions, LLC. All rights reserved.. Structure: ID20629-A-SBA Site Name: REXBURG HILL Height: 150.00 (ft) Base Elev: 0.000 (ft) Gh: 1.1 Topography: 1 Load Case: 0.9D + 1.6W 89 mph Wind Dead Load Factor 0.90 Wind Load Factor 1.60 Code: EIAITIA-222-G 8/28/2018 Expo Crest Height: 0. I�II�I Crest Height: 0.00 Site Class: B - Competent Rock IE Struct Class: II Page: 14 Tower Engine Iterations x 24 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress Ift) (kips) Ikiosl Ift-kips) (ft-klpsl (ft -kips) (ft -kips) Ikios) Ikiosl Ift-kips) Ift-kips) (in) Ideal Ideal Ratio 0.00 -22.18 -20.42 0.00 -2051.8 0.00 2051.89 3409.97 1704.98 6640.54 3296.64 0.00 0.000 0.000 0.629 5.00 -21.31 -20.06 0.00 -1949.8 0.00 1949.80 3384.63 1692.31 6506.71 3230.21 0.11 -0.196 0.000 0.610 10.00 -20.46 -19.69 0.00 -1849.5 0.00 1849.51 3358.82 1679.41 6373.27 3163.96 0.41 -0.389 0.000 0.591 15.00 -19.61 -19.33 0.00 -1751.0 0.00 1751.05 3332.55 1666.27 6240.24 3097.92 0.92 -0.580 0.000 0.571 20.00 -18.78 -18.94 0.00 -1654.4 0.00 1654.40 3305.81 1652.91 6107.67 3032.10 1.63 -0.767 0.000 0.551 25.00 -17.97 -18.53 0.00 -1559.7 0.00 1559.71 3278.61 1639.31 5975.58 2966.53 2.53 -0.951 0.000 0.531 30.00 -17.17 -18.10 0.00 -1467.0 0.00 1467.08 3250.94 1625.47 5844.01 2901.21 3.63 -1.132 0.000 0.511 35.00 -16.38 -17.65 0.00 -1376.5 0.00 1376.59 3222.81 1611.41 5713.00 2836.18 4,91 -1.308 0.000 0.491 40.00 -15.61 -17.20 0.00 -1288.3 0.00 1288.32 3194.21 1597.11 5582.58 2771.43 6.37 -1.481 0.000 0.470 45.00 -14.87 -16.71 0.00 -1202.3 0.00 1202.33 3165.15 1582.58 5452.79 2706.99 8.01 -1.649 0.000 0.449 46.00 -14.70 -16.63 0.00 -1185.6 0.00 1185.61 3159.28 1579.64 5426.91 2694.15 8.36 -1.683 0.000 0.445 50.00 -13.65 -16.23 0.00 -1119.0 0.00 1119.08 3135.62 1567.81 5323.66 2642.89 9.83 -1.814 0.000 0.428 52.50 -13.00 -15.98 0.00 -1078.5 0.00 1078.50 2376.50 1188.25 4073.03 2022.02 10.80 -1.895 0.000 0.539 55.00 -12.68 -15.74 0.00 -1038.5 0.00 1038.57 2367.29 1183.65 4027.71 1999.52 11.81 -1.975 0.000 0.525 60.00 -12.07 -15.26 0.00 -959.84 0.00 959.84 2348.53 1174.27 3937.17 1954.58 13.98 -2.154 0.000 0.496 65.00 -11.48 -14.76 0.00 -883.57 0.00 883.57 2329.31 1164.65 3846.80 1909.71 16.33 -2.327 0.000 0.468 70.00 -10.90 -14.26 0.00 -809.76 0.00 809.76 2309.62 1154.81 3756.63 1864.95 18.85 -2.494 0.000 0.439 75.00 -10.33 -13.76 0.00 -738.45 0.00 738.45 2289.46 1144.73 3666.70 1820.31 21.55 -2.653 0.000 0.410 80.00 -9.78 -13.25 0.00 -669.65 0.00 669.65 2268.84 1134.42 3577.05 1775.80 24.41 -2.804 0.000 0.382 85.00 -9.23 -12.75 0.00 -603.39 0.00 603.39 2247.75 1123.88 3487.70 1731.44 27.42 -2.948 0.000 0.353 90.00 -8.71 -12.23 0.00 -539.66 0.00 539.66 2226.20 1113.10 3398.69 1687.26 30.58 -3.083 0.000 0.324 93.08 -8.39 -11.92 0.00 -501.94 0.00 501.94 2212.68 1106.34 3343.99 1660.10 32.60 -3.163 0.000 0.306 95.00 -8.01 -11.71 0.00 -479.10 0.00 479.10 2204.18 1102.09 3310.07 1643.26 33.88 -3.211 0.000 0.295 99.00 -7.26 -11.27 0.00 -432.25 0.00 432.25 1865.67 932.83 2808.08 1394.05 36.61 -3.306 0.000 0.314 100.00 -7.16 -11.18 0.00 -420.98 0.00 420.98 1862.34 931.17 2793.77 1386.95 37.30 -3.329 0.000 0.308 105.00 -6.71 -10.66 0.00 -365.09 0.00 365.09 1845.41 922.71 2722.31 1351.47 40.85 -3.445 0.000 0.274 110.00 -6.28 -10.15 0.00 -311.76 0.00 311.76 1828.02 914.01 2651.03 1316.08 44.51 -3.550 0.000 0.240 115.00 -5.85 -9.64 0.00 -261.01 0.00 261.01 1810.16 905.08 2579.95 1280.79 48.28 -3.643 0.000 0.207 120.00 -5.44 -9.13 0.00 -212.81 0.00 212.81 1791.83 895.92 2509.10 1245.63 52.14 -3.725 0.000 0.174 125.00 -5.03 -8.62 0.00 -167.16 0.00 167.16 1773.04 886.52 2438.54 1210.59 56.07 -3.793 0.000 0.141 127.59 -4.83 -8.36 0.00 -144.86 0.00 144.86 1763.14 881.57 2402.15 1192.53 58.14 -3.824 0.000 0.124 130.00 -4.47 -8.11 0.00 -124.68 0.00 124.68 1753.78 876.89 2368.28 1175.71 60.07 -3.850 0.000 0.109 133.00 -4.02 -7.79 0.00 -100.33 0.00 100.33 1450.64 725.32 1967.31 976.66 62.50 -3.877 0.000 0.106 135.00 -3.89 -7.59 0.00 -84.78 0.00 84.78 1445.09 722.54 1945.38 965.77 64.13 -3.892 0.000 0.091 140.00 -2.59 -4.93 0.00 -46.84 0.00 46.84 1430.87 715.44 1890.53 938.54 68.22 -3.923 0.000 0.052 145.00 -2.27 -4.44 0.00 -22.19 0.00 22.19 1416.19 708.10 1835.79 911.36 72.33 -3.940 0.000 0.026 150.00 0.00 -4.27 0.00 0.00 0.00 0.00 1401.04 700.52 1781.18 884.25 76.46 -3.946 0.000 0.000 Copyright 0 2018 by Tower Engineering Solutions, I.I.C. All rights reserved. Wind Loading - Shaft; Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 15 Tower Engineering Solutions Load Case: 1.21) + 1.ODi + 1.OWi 50 mph Wind Dead Load Factor 1.20 Wind Load Factor 1.00 Iterations 23 Totals: 150.00 4,698.9 28,447.3 Copyright m 2016 by Tower Engineering Solutions, LLC. All rights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary As CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sq (lb) (lb) (Ib) 0.00 1.00 0.85 5.168 5.68 0.00 1200. 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 5.168 5.68 0.00 1200. 0.414 5.00 20.397 24.48 139.1 123.9 1172.9 10.00 1.00 0.85 5.168 5.68 0.00 1200. 0.444 5.00 20.167 24.20 137.6 131.2 1166.7 15.00 1.00 0.85 5.168 5.68 0.00 1.200 0.462 5.00 19.927 23.91 135.9 134.9 1157.0 20.00 1.00 0.90 5.483 6.03 0.00 1.200 0.476 5.00 19.684 23.62 142.5 137.0 1145.8 25.00 1.00 0.95 5.747 6.32 0.00 1.200 0.486 5.00 19.438 23.33 147.5 138.3 1133.6 30.00 1.00 0.98 5.972 6.57 0.00 1200. 0.495 5.00 19.190 23.03 151.3 139.0 1120.9 35.00 1.00 1.01 6.169 6.79 0.00 1.200 0.503 5.00 18.942 22.73 154.2 139.3 1107.7 40.00 1.00 1.04 6.345 6.98 0.00 1.200 0.510 5.00 18.692 22.43 156.6 139.3 1094.2 45.00 1.00 1.07 6.504 7.15 0.00 1.200 0.516 5.00 18.442 22.13 158.3 139.0 1080.5 46.00 Bot - Section 2 1.00 1.07 6.534 7.19 0.00 1.200 0.517 1.00 3.658 4.39 31.6 27.8 214.5 50.00 1.00 1.09 6.650 7.32 0.00 1.200 0.521 4.00 14.724 17.67 129.3 112.3 1469.5 52.50 Top - Section 1 1.00 1.11 6.719 7.39 0.00 1.200 0.524 2.50 9.121 10.95 80.9 70.0 910.3 55.00 1.00 1.12 6.785 7.46 0.00 1.200 0.526 2.50 9.058 10.87 81.1 69.8 448.4 60.00 1.00 1.14 6.910 7.60 0.00 1.200 0.531 5.00 17.929 21.51 163.5 138.9 887.8 65.00 1.00 1.16 7.028 7.73 0.00 1.200 0.535 5.00 17.678 21.21 164.0 138.0 875.9 70.00 1.00 1.17 7.138 7.85 0.00 1.200 0.539 5.00 17.426 20.91 164.2 137.0 863.9 75.00 1.00 1.19 7.243 7.97 0.00 1.200 0.543 5.00 17.174 20.61 164.2 135.9 851.8 80.00 1.00 1.21 7.342 8.08 0.00 1.200 0.546 5.00 16.922 20.31 164.0 134.7 839.6 85.00 1.00 1.22 7.436 8.18 0.00 1.200 0.550 5.00 16.670 20.00 163.6 133.5 827.4 90.00 1.00 1.24 7.526 8.28 0.00 1.200 0.553 5.00 16.418 19.70 163.1 132.2 815.0 93.08 Bot - Section 3 1.00 1.25 7.580 8.34 0.00 1.200 0.555 3.08 9.998 12.00 100.0 81.0 496.6 95.00 1.00 1.25 7.612 8.37 0.00 1.200 0.556 1.92 6.248 7.50 62.8 50.8 538.2 99.00 Top - Section 2 1.00 1.26 7.679 8.45 0.00 1.200 0.558 4.00 12.920 15.50 131.0 105.1 1112.4 100.00 1.00 1.27 7.695 8.46 0.00 1.200 0.559 1.00 3.205 3.85 32.6 26.2 144.7 105.00 1.00 1.28 7.774 8.55 0.00 1.200 0.561 5.00 15.873 19.05 162.9 129.6 716.0 110.00 1.00 1.29 7.851 8.64 0.00 1.200 0.564 5.00 15.620 18.74 161.9 128.1 704.7 115.00 1.00 1.30 7.925 8.72 0.00 1.200 0.566 5.00 15.367 18.44 160.8 126.5 693.3 120.00 1.00 1.32 7.996 8.80 0.00 1.200 0.569 5.00 15.114 18.14 159.5 124.9 682.0 125.00 1.00 1.33 8.065 8.87 o.o0 1.200 0.571 5.00 14.861 17.83 158.2 123.3 670.5 127.59 Bot - Section 4 1.00 1.33 8.100 8.91 0.00 1.200 0.572 2.59 7.589 9.11 81.1 63.3 342.6 130.00 1.00 1.34 8.132 8.95 0.00 1.200 0.573 2.41 7.109 8.53 76.3 59.5 546.8 133.00 Top - Section 3 1.00 1.34 8.171 8.99 0.00 1.200 0.575 3.00 8.764 10.52 94.5 73.4 673.9 135.00 1.00 1.35 8.197 9.02 0.00 1.200 0.576 2.00 5.776 6.93 62.5 48.5 234.5 140.00 Appurtenance(s) 1.00 1.36 8.260 9.09 o.o0 1.200 0.578 5.00 14.288 17.15 155.8 119.7 579.6 145.00 1.00 1.37 8.321 9.15 0.00 1.200 0.580 5.00 14,035 16.84 154.2 117.9 569.3 150.00 Appurtenance(s) 1.00 1.38 8.381 9.22 0.00 1.200 0.582 5.00 13.781 16.54 152.5 116.1 558.9 Totals: 150.00 4,698.9 28,447.3 Copyright m 2016 by Tower Engineering Solutions, LLC. All rights reserved. Discrete Appurtenance Forces Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C IES. Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 16 Tower Engineering Solutions Load Case: 1.21D + 1.ODi + 1.OWi 50 mph Wind Dead Load Factor 1.20 Wind Load Factor 1.00 Iterations 23 r Totals: 4,864.00 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 1,366.14 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ece FX Y z No. (ft) (ft) Description Description City Qty (PsflNo. 1Ps�x Ka Ka Ka (sflllb) (sfl Ilbl/tt) (ft) lftl In) (lb) (lb) llb-ft) (lb -ft) (lb -ft) llb-ft) 1 150.00 lightning rod 1 8.381 9.219 1.00 1.00 1.17 90.01 0.000 0.000 10.81 0.00 0.00 2 150.00 Samsung RRH-P4 6 8.381 9.219 0.60 0.90 10.74 513.02 0.000 0.000 99.04 0.00 0.00 3 150.00 Samsung RRH-C2A 3 8.381 9.219 0.60 0.90 6.07 191.69 0.000 0.000 55.98 0.00 0.00 4 150.00 KMW 6 8.381 9.219 0.68 0.90 36.83 406.17 0.000 0.000 339.54 0.00 0.00 5 150.00 Platform wl Hand Rail 1 8.381 9.219 1.00 1.00 41.31 2019.95 0.000 0.000 380.81 0.00 0.00 6 140.00 Combs 3 8.260 9.086 0.54 0.80 20.64 330.11 0.000 0.000 187.51 0.00 0.00 7 140.00 Commscope 1 8.260 9.086 1.00 1.00 22.10 816.94 0.000 0.000 200.83 0.00 0.00 8 140.00 Ericsson 4415 2 8.260 9.086 0.54 0.80 2.20 116.85 0.000 0.000 19.96 0.00 0.00 9 140.00 Ericsson 0208 3 8.260 9.086 0.54 0.80 2.47 84.08 0.000 0.000 22.43 0.00 0.00 10 140.00 Ericsson E2 B29 3 8.260 9.086 0.54 0.80 5.42 295.18 0.000 0.000 49.24 0.00 0.00 Totals: 4,864.00 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 1,366.14 I Total Applied Force Summary Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C IES�Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 17 Tower Engineering Solulions Load Case: 1.2D + 1.ODi + 1.OW 50 mph Wind Iterations 23 Dead Load Factor 1.20 x Wind Load Factor 1.00 Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved.. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) �escriotion IN Ilbl (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 139.14 1195.81 0.00 0.00 10.00 137.57 1189.66 0.00 0.00 15.00 135.94 1179.95 0.00 0.00 20.00 142.47 1168.69 0.00 0.00 25.00 147.46 1156.54 0.00 0.00 30.00 151.28 1143.80 0.00 0.00 35.00 154.24 1130.64 0.00 0.00 40.00 156.55 1117.16 0.00 0.00 45.00 158.34 1103.44 0.00 0.00 46.00 31.55 219.06 0.00 0.00 50.00 129.25 1487.80 0.00 0.00 52.50 80.89 921.79 0.00 0.00 55.00 81.13 459.85 0.00 0.00 60.00 163.54 910.67 0.00 0.00 65.00 163.99 898.78 0.00 0.00 70.00 164.20 886.78 0.00 0.00 75.00 164.19 874.69 0.00 0.00 80.00 164.00 862.52 0.00 0.00 85.00 163.63 850.28 0.00 0.00 90.00 163.10 837.96 0.00 0.00 93.08 100.03 510.74 0.00 0.00 95.00 62.78 546.95 0.00 0.00 99.00 130.96 1130.73 0.00 0.00 100.00 32.55 149.25 0.00 0.00 105.00 162.89 738.89 0.00 0.00 110.00 161.87 727.60 0.00 0.00 115.00 160.75 716.25 0.00 0.00 120.00 159.53 704.87 0.00 0.00 125.00 158.21 693.45 0.00 0.00 127.59 81.14 354.46 0.00 0.00 130.00 76.31 557.88 0.00 0.00 133.00 94.53 687.70 0.00 0.00 135.00 62.50 243.69 0.00 0.00 140.00 (12) attachments 635.74 2245.70 0.00 0.00 145.00 154.15 589.09 0.00 0.00 150.00 (17) attachments 1038.63 3799.57 0.00 0.00 Totals: 6,065.07 33,992.70 0.00 0.00 Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved.. Xalculated Forces Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 IE Base Elev: 0.000 (ft) Site Class: B - Competent Rock Resultant Tower Engineering Gh: 1.1 Topography: 1 Struct Class: II Page: 18 Load Case: Dead Wind 1.2D + 1.ODi Load Factor Load Factor + 1.OWi 50 mph Wind 1.20 1.00 Iterations x 23 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY (-) M2 MX Moment Pn vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) Ift-kips) Ift-kips) Ift-kips) Ift-kine) (kips) Ikiosl Ift kips) Ift kips) lin) Ideal Ideal Ratio 0.00 -33.99 -6.08 0.00 -593.52 0.00 593.52 3409.97 1704.98 6640.54 3296.64 0.00 0.000 0.000 0.190 5.00 -32.79 -5.97 0.00 -563.11 0.00 563.11 3384.63 1692.31 6506.71 3230.21 0.03 -0.057 0.000 0.184 10.00 -31.59 -5.86 0.00 -533.25 0.00 533.25 3358.82 1679.41 6373.27 3163.96 0.12 -0.112 0.000 0.178 15.00 -30.41 -5.75 0.00 -503.93 0.00 503.93 3332.55 1666.27 6240.24 3097.92 0.27 -0.167 0.000 0.172 20.00 -29.23 -5.64 0.00 -475.15 0.00 475.15 3305.81 1652.91 6107.67 3032.10 0.47 -0.221 0.000 0.166 25.00 -28.07 -5.51 0.00 -446.98 0.00 446.98 3278.61 1639.31 5975.58 2966.53 0.73 -0.274 0.000 0.159 30.00 -26.93 -5.38 0.00 419.44 0.00 419.44 3250.94 1625.47 5844.01 2901.21 1.05 -0.326 0.000 0.153 35.00 -25.79 -5.24 0.00 -392.56 0.00 392.56 3222.81 1611.41 5713.00 2836.18 1.41 -0.376 0.000 0.146 40.00 -24.67 -5.09 0.00 -366.38 0.00 366.38 3194.21 1597.11 5582.58 2771.43 1.83 -0.425 0.000 0.140 45.00 -23.57 -4.94 0.00 -340.91 0.00 340.91 3165.15 1582.58 5452.79 2706.99 2.31 -0.473 0.000 0.133 46.00 -23.35 4.91 0.00 -335.98 0.00 335.98 3159.28 1579.64 5426.91 2694.15 2.41 -0.483 0.000 0.132 50.00 -21.86 4.78 0.00 -316.32 0.00 316.32 3135.62 1567.81 5323.66 2642.89 2.83 -0.520 0.000 0.127 52.50 -20.93 -4.70 0.00 -304.36 0.00 304.36 2376.50 1188.25 4073.03 2022.02 3.10 -0.543 0.000 0.159 55.00 -20.47 -4.63 0.00 -292.61 0.00 292.61 2367.29 1183.65 4027.71 1999.52 3.39 -0.565 0.000 0.155 60.00 -19.56 -4.47 0.00 -269.46 0.00 269.46 2348.53 1174.27 3937.17 1954.58 4.01 -0.616 0.000 0.146 65.00 -18.66 -4.31 0.00 -247.10 0.00 247.10 2329.31 1164.65 3846.80 1909.71 4.68 -0.664 0.000 0.137 70.00 -17.77 -4.15 0.00 -225.52 0.00 225.52 2309.62 1154.81 3756.63 1864.95 5.40 -0.710 0.000 0.129 75.00 -16.90 -3.99 0.00 -204.75 0.00 204.75 2289.46 1144.73 3666.70 1820.31 6.17 -0.755 0.000 0.120 80.00 -16.03 -3.83 0.00 -184.80 0.00 184.80 2268.84 1134.42 3577.05 1775.80 6.99 -0.797 0.000 0.111 85.00 -15.18 -3.66 0.00 -165.66 0.00 165.66 2247.75 1123.88 3487.70 1731.44 7.84 -0.836 0.000 0.102 90.00 -14.34 -3.49 0.00 -147.35 0.00 147.35 2226.20 1113.10 3398.69 1687.26 8.74 -0.873 0.000 0.094 93.08 -13.83 -3.39 0.00 -136.58 0.00 136.58 2212.68 1106.34 3343.99 1660.10 9.31 -0.895 0.000 0.089 95.00 -13.29 -3.32 0.00 -130.08 0.00 130.08 2204.18 1102.09 3310.07 1643.26 9.67 -0.908 0.000 0.085 99.00 -12.16 -3.18 0.00 -116.79 0.00 116.79 1865.67 932.83 2808.08 1394.05 10.44 -0.934 0.000 0.090 100.00 -12.01 -3.15 0.00 -113.62 0.00 113.62 1862.34 931.17 2793.77 1386.95 10.64 -0.940 0.000 0.088 105.00 -11.27 -2.98 0.00 -97.89 0.00 97.89 1845.41 922.71 2722.31 1351.47 11.64 -0.971 0.000 0.079 110.00 -10.54 -2.81 0.00 -83.00 0.00 83.00 1828.02 914.01 2651.03 1316.08 12.67 -0.999 0.000 0.069 115.00 -9.83 -2.64 0.00 -68.96 0.00 68.96 1810.16 905.08 2579.95 1280.79 13.73 -1.024 0.000 0.059 120.00 -9.13 -2.47 0.00 -55.77 0.00 55.77 1791.83 895.92 2509.10 1245.63 14.82 -1.045 0.000 0.050 125.00 -8.44 -2.30 0.00 43.43 0.00 43.43 1773.04 886.52 2438.54 1210.59 15.92 -1.063 0.000 0.041 127.59 -8.08 -2.21 0.00 -37.48 0.00 37.48 1763.14 881.57 2402.15 1192.53 16.50 -1.071 0.000 0.036 130.00 -7.53 -2.13 0.00 -32.14 0.00 32.14 1753.78 876.89 2368.28 1175.71 17.04 -1.078 0.000 0.032 133.00 -6.84 -2.02 0.00 -25.75 0.00 25.75 1450.64 725.32 1967.31 976.66 17.72 -1.085 0.000 0.031 135.00 -6.60 -1.95 0.00 -21.71 0.00 21.71 1445.09 722.54 1945.38 965.77 18.18 -1.089 0.000 0.027 140.00 -4.36 -1.28 0.00 -11.94 0.00 11.94 1430.87 715.44 1890.53 938.54 19.32 -1.097 0.000 0.016 145.00 -3.78 -1.11 0.00 -5.56 0.00 5.56 1416.19 708.10 1835.79 911.36 20.47 -1.101 0.000 0.009 150.00 0.00 -1.04 0.00 0.00 0.00 0.00 1401.04 700.52 1781.18 884.25 21.63 -1.102 0.000 0.000 Copyright m 2018 by Tower Engineering Solutions, LLC. All tights reserved. is Segment Forces Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock IES. Gh: 1.1 Topography: 1 Struct Class: II Page: 19 Tower Engincering Solutions Load Case: 1.2D + 1.0E Iterations 23 Gust Response Factor 1.10 Sds 0.30 Ss 0.45 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.11 S1 0.16 Wind Load Factor 0.00 Structure Frequency 0.38 SA 0.04 Seismic Importance Factor 1.00 Top Lateral Elev WZ Fs (ft) Description (lb) a b e (lb) R: 1.60 0.00 0.00 0.00 0.00 0.00 0.00 5.00 874.19 0.00 0.03 0.02 30.18 10.00 862.99 0.01 0.05 0.03 41.45 15.00 851.80 0.02 0.06 0.04 46.29 20.00 840.60 0.03 0.07 0.04 48.33 25.00 829.41 0.05 0.07 0.04 49.21 30.00 818.21 0.08 0.07 0.04 49.75 35.00 807.02 0.10 0.07 0.04 50.29 40.00 795.82 0.13 0.07 0.03 50.86 45.00 784.63 0.17 0.07 0.03 51.19 46.00 Bot - Section 2 155.58 0.18 0.07 0.03 10.18 50.00 1130,9 0.21 0.06 0.02 74.17 52.50 Top - Section 1 700.26 0.23 0.06 0.02 45.54 55.00 315.45 0.25 0.05 0.02 20.11 60.00 624.03 0.30 0.04 0.01 36.28 65.00 614.87 0.35 0.03 0.01 28.74 70.00 605.71 0.41 0.01 0.01 17.01 75.00 596.55 0.47 -0.01 0.01 1.69 80.00 587.39 0.54 -0.03 0.01 -14.61 85.00 578.23 0.61 -0.06 0.02 -28.37 90.00 569.07 0.68 -0.08 0.03 -37.27 93.08 Bot - Section 3 346.36 0.73 -0.10 0.04 -24.62 95.00 406.14 0.76 -0.10 0.04 -29.57 99.00 Top - Section 2 839.40 0.82 -0.12 0.06 -60.67 100.00 98.70 0.84 -0.12 0.07 -7.04 105.00 488.62 0.93 -0.12 0.10 -30.09 110.00 480.48 1.02 -0.11 0.14 -21.18 115.00 472.34 1.11 -0.06 0.19 -9.01 120.00 464.20 1.21 0.01 0.26 6.25 125.00 456.06 1.31 0.14 0.35 24.45 127.59 Bot - Section 4 232.74 1.37 0.22 0.40 18.02 130.00 406.14 1.42 0.32 0.45 41.24 133.00 Top - Section 3 500.47 1.49 0.47 0.53 67.13 135.00 155.03 1.53 0.58 0.58 24.41 140.00 Appurtenence(s) 1621,0 1.65 0.93 0.73 359.07 145.00 376.12 1.77 1.39 0.92 110.58 150.00 Appunenance(s) 2834.8 1.89 1.98 1.14 1063.43 Totals: 24,121.5 2,103.4 Total Wind: 20,381.5 Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved. Calculated Forces Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 [ 1 Base Elev: 0.000 (ft) Site Class: B - Competent Rock . Gh: 1.1 Topography: 1 Struct Class: II Page: 20 Town Engineering Solutions Load Case: 1.2D + 1.0E Gust Response Factor Dead Load Factor Wind Load Factor 1.10 1.20 0.00 Seismic Load Factor 1.00 Structure Frequency 0.38 Sds 0.30 Sd1 0.11 SA 0.04 Iterations Ss ' S1 Seismic Importance Factor 23 0.45 0.16 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress Ift) tkipsl lklosl Ift-kips) Ift-kiaS) Ift•kipsl (ft -kips) Ikiosl Iklosl (ft -kips) Ift kiosl lin) Ideal ideal Ratio 0.00 -29.63 -2.37 0.00 -285.12 0.00 285.12 3409.97 1704.98 6640.54 3296.64 0.00 0.00 0.095 5.00 -28.55 -2.36 0.00 -273.26 0.00 273.26 3384.63 1692.31 6506.71 3230.21 0.01 -0.03 0.093 10.00 -27.49 -2.33 0.00 -261.49 0.00 261.49 3358.82 1679.41 6373.27 3163.96 0.06 -0.05 0.091 15.00 -26.45 -2.29 0.00 -249.85 0.00 249.85 3332.55 1666.27 6240.24 3097.92 0.13 -0.08 0.089 20.00 -25.42 -2.25 0.00 -238.40 0.00 238.40 3305.81 1652.91 6107.67 3032.10 0.23 -0.11 0.086 25.00 -24.40 -2.21 0.00 -227.13 0.00 227.13 3278.61 1639.31 5975.58 2966.53 0.36 -0.14 0.084 30.00 -23.39 -2.17 0.00 -216.07 0.00 216.07 3250.94 1625.47 5844.01 2901.21 0.51 -0.16 0.082 35.00 -22.40 -2.13 0.00 -205.21 0.00 205.21 3222.81 1611.41 5713.00 2836.18 0.70 -0.19 0.079 40.00 -21.42 -2.08 0.00 -194.57 0.00 194.57 3194.21 1597.11 5582.58 2771.43 0.91 -0.21 0.077 45.00 -20.45 -2.03 0.00 -184.15 0.00 184.15 3165.15 1582.58 5452.79 2706.99 1.14 -0.24 0.074 46.00 -20.26 -2.03 0.00 -182.12 0.00 182.12 3159.28 1579.64 5426.91 2694.15 1.19 -0.24 0.074 50.00 -18.89 -1.95 0.00 -174.01 0.00 174.01 3135.62 1567.81 5323.66 2642.89 1.41 -0.26 0.072 52.50 -18.04 -1.91 0.00 -169.13 0.00 169.13 2376.50 1188.25 4073.03 2022.02 1.55 -0.28 0.091 55.00 -17.64 -1.89 0.00 -164.36 0.00 164.36 2367.29 1183.65 4027.71 1999.52 1.70 -0.29 0.090 60.00 -16.87 -1.86 0.00 -154.90 0.00 154.90 2348.53 1174.27 3937.17 1954.58 2.02 -0.32 0.086 65.00 -16.11 -1.83 0.00 -145.60 0.00 145.60 2329.31 1164.65 3846.80 1909.71 2.37 -0.35 0.083 70.00 -15.36 -1.82 0.00 -136.43 0.00 136.43 2309.62 1154.81 3756.63 1864.95 2.74 -0.37 0.080 75.00 -14.62 -1.82 0.00 -127.33 0.00 127.33 2289.46 1144.73 3666.70 1820.31 3.15 -0.40 0.076 80.00 -13.89 -1.82 0.00 -118.24 0.00 118.24 2268.84 1134.42 3577.05 1775.80 3.59 -0.43 0.073 85.00 -13.17 -1.82 0.00 -109.13 0.00 109.13 2247.75 1123.88 3487.70 1731.44 4.05 -0.45 0.069 90.00 -12.47 -1.82 0.00 -100.02 0.00 100.02 2226.20 1113.10 3398.69 1687.26 4.54 -0.48 0.065 93.08 -12.04 -1.82 0.00 -94.41 0.00 94.41 2212.68 1106.34 3343.99 1660.10 4.85 -0.49 0.062 95.00 -11.54 -1.82 0.00 -90.93 0.00 90.93 2204.18 1102.09 3310.07 1643.26 5.05 -0.50 0.061 99.00 -10.52 -1.81 0.00 -83.66 0.00 83.66 1865.67 932.83 2808.08 1394.05 5.48 -0.52 0.066 100.00 -10.39 -1.81 0.00 -81.85 0.00 81.85 1862.34 931.17 2793.77 1386.95 5.59 -0.52 0.065 105.00 -9.78 -1.81 0.00 -72.79 0.00 72.79 1845.41 922.71 2722.31 1351.47 6.15 -0.55 0.059 110.00 -9.18 -1.81 0.00 -63.74 0.00 63.74 1828.02 914.01 2651.03 1316.08 6.74 -0.57 0.053 115.00 -8.59 -1.80 0.00 -54.71 0.00 54.71 1810.16 905.08 2579.95 1280.79 7.34 -0.59 0.047 120.00 -8.01 -1.79 0.00 -45.69 0.00 45.69 1791.83 895.92 2509.10 1245.63 7.97 -0.61 0.041 125.00 -7.44 -1.76 0.00 -36.72 0.00 36.72 1773.04 886.52 2438.54 1210.59 8.61 -0.62 0.035 127.59 -7.15 -1.74 0.00 -32.15 0.00 32.15 1763.14 881.57 2402.15 1192.53 8.95 -0.63 0.031 130.00 -6.65 -1.70 0.00 -27.94 0.00 27.94 1753.78 876.89 2368.28 1175.71 9.27 -0.63 0.028 133.00 -6.04 -1.62 0.00 -22.84 0.00 22.84 1450.64 725.32 1967.31 976.66 9.67 -0.64 0.028 135.00 -5.84 -1.60 0.00 -19.60 0.00 19.60 1445.09 722.54 1945.38 965.77 9.93 -0.64 0.024 140.00 -3.88 -1.22 0.00 -11.60 0.00 11.60 1430.87 715.44 1890.53 938.54 10.61 -0.65 0.015 145.00 -3.41 -1.10 0.00 -5.51 0.00 5.51 1416.19 708.10 1835.79 911.36 11.30 -0.65 0.008 150.00 0.00 -1.06 0.00 0.00 0.00 0.00 1401.04 700.52 1781.18 884.25 11.98 -0.66 0.000 Copyright © 2018 by Tower Engineering Solutions, LLC. All rights reserved. I 1 i eismic Segment Forces (Factored) Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 IES. Site Name: REXBURG HILL Exposure: CHeight: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page:21 Tower Engineering Solutions Load Case: 0.9D + 1.0E Iterations 23 Gust Response Factor 1.10 Sds 0.30 Ss 0.45 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.11 /// S1 0.16 Wind Load Factor 0.00 Structure Frequency 0.38 SA 0.04 Seismic Importance Factor 1.00 Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) R: 1.50 0.00 0.00 0.00 0.00 0.00 0.00 5.00 874.19 0.00 0.03 0.02 30.18 10.00 862.99 0.01 0.05 0.03 41.45 15.00 851.80 0.02 0.06 0.04 46.29 20.00 840.60 0.03 0.07 0.04 48.33 25.00 629.41 0.05 0.07 0.04 49.21 30.00 818.21 0.08 0.07 0.04 49.75 35.00 807.02 0.10 0.07 0.04 50.29 40.00 795.82 0.13 0.07 0.03 50.86 45.00 784.63 0.17 0.07 0.03 51.19 46.00 Bot - Section 2 155.58 0.18 0.07 0.03 10.18 50.00 1130,9 0.21 0.06 0.02 74.17 52.50 Top - Section 1 700.26 0.23 0.06 0.02 45.54 55.00 315.45 0.25 0.05 0.02 20.11 60.00 624.03 0.30 0.04 0.01 36.28 65.00 614.87 0.35 0.03 0.01 28.74 70.00 605.71 0.41 0.01 0.01 17.01 75.00 596.55 0.47 -0.01 0.01 1.69 80.00 587.39 0.54 -0.03 0.01 -14.61 85.00 578.23 0.61 -0.06 0.02 -28.37 90.00 569.07 0.68 -0.08 0.03 -37.27 93.08 Bot - Section 3 346.36 0.73 -0.10 0.04 -24.62 95.00 406.14 0.76 -0.10 0.04 -29.57 99.00 Top - Section 2 839.40 0.82 -0.12 0.06 -60.67 100.00 98.70 0.84 -0.12 0.07 -7.04 105.00 488.62 0.93 -0.12 0.10 -30.09 110.00 480.48 1.02 -0.11 0.14 -21.18 115.00 472.34 1.11 -0.06 0.19 -9.01 120.00 464.20 1.21 0.01 0.26 6.25 125.00 456.06 1.31 0.14 0.35 24.45 127.59 Bot - Section 4 232.74 1.37 0.22 0.40 18.02 130.00 406.14 1.42 0.32 0.45 41.24 133.00 Top - Section 3 500.47 1.49 0.47 0.53 67.13 135.00 155.03 1.53 0.58 0.58 24.41 140.00 Appurtenance(s) 1621.0 1.65 0.93 0.73 359.07 145.00 376.12 1.77 1.39 0.92 110.58 150.00 Appurtenance(s) 2834.8 1.89 1.98 1.14 1063.43 Totals: 24,121.6 2,103.4 Total Wind: 20,361.5 Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 1 1 % Structure: ID20629-A-SBA Code: EIAITIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 22 Town Enginwring Solutions Load Case: 0.91D + Gust Response Dead Load Wind Load 1.0E Factor Factor Factor 1.10 0.90 0.00 Seismic Load Factor 1.00 Structure Frequency 0.38 Iterations Sds 0.30 Ss Sd1 0.11 S1 SA 0.04 Seismic Importance Factor 23 0.45 0.16 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY(-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress Ift) (kips) WIDsl Ift-kips) Ift-kips) Ift-kiusl Ift-kips) Iklpsl (kiosl (ft -kips) Iftkips) tin) Ideal Ideal Ratio 0.00 -22.22 -2.37 0.00 -282.12 0.00 282.12 3409.97 1704.98 6640.54 3296.64 0.00 0.00 0.092 5.00 -21.41 -2.35 0.00 -270.27 0.00 270.27 3384.63 1692.31 6506.71 3230.21 0.01 -0.03 0.090 10.00 -20.62 -2.32 0.00 -258.51 0.00 258.51 3358.82 1679.41 6373.27 3163.96 0.06 -0.05 0.088 15.00 -19.84 -2.28 0.00 -246.93 0.00 246.93 3332.55 1666.27 6240.24 3097.92 0.13 -0.08 0.086 20.00 -19.06 -2.24 0.00 -235.53 0.00 235.53 3305.81 1652.91 6107.67 3032.10 0.23 -0.11 0.083 25.00 -18.30 -2.20 0.00 -224.33 0.00 224.33 3278.61 1639.31 5975.58 2966.53 0.35 -0.13 0.081 30.00 -17.54 -2.15 0.00 -213.35 0.00 213.35 3250.94 1625.47 5844.01 2901.21 0.51 -0.16 0.079 35.00 -16.80 -2.11 0.00 -202.58 0.00 202,58 3222.81 1611.41 5713.00 2836.18 0.69 -0.19 0.077 40.00 -16.06 -2.06 0.00 -192.04 0.00 192.04 3194.21 1597.11 5582.58 2771.43 0.90 -0.21 0.074 45.00 -15.34 -2.01 0.00 -181.74 0.00 181.74 3165.15 1582.58 5452.79 2706.99 1.13 -0.24 0.072 46.00 -15.20 -2.00 0.00 -179.72 0.00 179.72 3159.28 1579.64 5426.91 2694.15 1.18 -0.24 0.072 50.00 -14.16 -1.93 0.00 -171.71 0.00 171.71 3135.62 1567.81 5323.66 2642.89 1.39 -0.26 0.069 52.50 -13.52 -1.88 0.00 -166.88 0.00 166.88 2376.50 1188.25 4073.03 2022.02 1.53 -0.27 0.088 55.00 -13.23 -1.87 0.00 -162.17 0.00 162.17 2367.29 1183,65 4027.71 1999.52 1,68 -0.29 0.087 60.00 -12.65 -1.83 0.00 -152.84 0.00 152.84 2348.53 1174.27 3937.17 1954.58 1.99 -0.31 0.084 65.00 -12.08 -1.81 0.00 -143.67 0.00 143.67 2329.31 1164.65 3846.80 1909.71 2.34 -0.34 0.080 70.00 -11.52 -1.79 0.00 -134.63 0.00 134.63 2309.62 1154.81 3756.63 1864.95 2.71 -0.37 0.077 75.00 -10.96 -1.79 0.00 -125.66 0.00 125.66 2289.46 1144.73 3666.70 1820.31 3.11 -0.40 0.074 80.00 -10.42 -1.79 0.00 -116.70 0.00 116.70 2268.84 1134.42 3577.05 1775.80 3.54 -0.42 0.070 85.00 -9.88 -1.79 0.00 -107.73 0.00 107.73 2247.75 1123.88 3487.70 1731.44 4.00 -0.45 0.067 90.00 -9.35 -1.79 0.00 -98.77 0.00 98.77 2226.20 1113.10 3398.69 1687.26 4.48 -0.47 0.063 93.08 -9.03 -1.79 0.00 -93.24 0.00 93.24 2212.68 1106.34 3343.99 1660.10 4.79 -0.49 0.060 95.00 -8.65 -1.79 0.00 -89.81 0.00 89.81 2204.18 1102.09 3310.07 1643.26 4.99 -0.50 0.059 99.00 -7.88 -1.79 0.00 -82.64 0.00 82.64 1865.67 932.83 2808.08 1394.05 5.41 -0.51 0.064 100.00 -7.79 -1.79 0.00 -80.86 0.00 80.86 1862.34 931.17 2793.77 1386.95 5.52 -0.52 0.062 105.00 -7.33 -1.78 0.00 -71.93 0.00 71.93 1845.41 922.71 2722.31 1351.47 6.07 -0.54 0.057 110.00 -6.88 -1.78 0.00 -63.00 0.00 63.00 1828.02 914.01 2651.03 1316.08 6.65 -0.56 0.052 115.00 -6.44 -1.78 0.00 -54.09 0.00 54.09 1810.16 905.08 2579.95 1280.79 7.25 -0.58 0.046 120.00 -6.00 -1.77 0.00 -45.19 0.00 45.19 1791.83 895.92 2509.10 1245.63 7.87 -0.60 0.040 125.00 -5.58 -1.74 0.00 -36.33 0.00 36.33 1773.04 886.52 2438.54 1210.59 8.50 -0.61 0.033 127.59 -5.36 -1.72 0.00 -31.82 0.00 31.82 1763.14 881.57 2402.15 1192.53 8.84 -0.62 0.030 130.00 -4.98 -1.68 0.00 -27.66 0.00 27.66 1753.78 876.89 2368.28 1175.71 9.15 -0.63 0.026 133.00 -4.52 -1.61 0.00 -22.61 0.00 22.61 1450.64 725.32 1967.31 976.66 9.55 -0.63 0.026 135.00 -4.38 -1.58 0.00 -19.40 0.00 19.40 1445.09 722.54 1945.38 965.77 9.81 -0.63 0.023 140.00 -2.91 -1.21 0.00 -11.49 0.00 11.49 1430.87 715.44 1890.53 938.54 10.48 -0.64 0.014 145.00 -2.55 -1.09 0.00 -5.46 0.00 5.46 1416.19 708.10 1835.79 911.36 11.16 -0.65 0.008 150.00 0.00 -1.06 0.00 0.00 0.00 0.00 1401.04 700.52 1781.18 884.25 11.83 -0.65 0.000 Copyright © 2018 by Tower Engineering Solutions, LLC. All rights reserved. 0 Wind Loading - Shaft Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 23 Tower Engineering Solutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 23 Dead Load Factor 1.00 Wind Load Factor 1.00 Totals: 160.00 4,116.1 20,417.8 Copyhghf ® 2018 by Tower Engineehng Solutions, LLC. All rights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary As CfAa Force X Load Ice Load Ift) Description Kzl Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sq (lb) (Ib) (lb) 0.00 1.00 0.85 7.442 8.19 223.25 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0,85 7.442 8.19 220.43 0.750 0.000 5.00 20.052 15.04 123.1 0.0 874.2 10.00 1.00 0.85 7.442 8.19 217.61 0.750 0.000 5.00 19.797 14.85 121.5 0.0 863.0 15.00 1.00 0.85 7.442 8.19 214.79 0.750 0.000 5.00 19.542 14.66 120.0 0.0 851.8 20.00 1.00 0.90 7.896 8.69 218.35 0.750 0.000 5.00 19.287 14.47 125.6 0.0 840.6 25.00 1.00 0.95 8.276 9.10 220.56 0.750 0.000 5.00 19.032 14.27 129.9 0.0 829.4 30.00 1.00 0.98 8.600 9.46 221.80 0.750 0.000 5.00 18.777 14.08 133.2 0.0 818.2 35.00 1.00 1.01 8.883 9.77 222.35 0.750 0.000 5.00 18.522 13.89 135.7 0.0 807.0 40.00 1.00 1.04 9.137 10.05 222.37 0.750 0.000 5.00 18.268 13.70 137.7 0.0 795.8 45.00 1.00 1.07 9.366 10.30 221.98 0.750 0.000 5.00 18.013 13.51 139.2 0.0 784.6 46.00 Bot - Section 2 1.00 1.07 9.410 10.35 221.86 0.750 0.000 1.00 3.572 2.68 27.7 0.0 155.6 50.00 1.00 1.09 9.576 10.53 221.26 0.750 0.000 4.00 14.377 10.78 113.6 0.0 1131.0 52.50 Top - Section 1 1.00 1.11 9.675 10.64 220.79 0.750 0.000 2.50 8.903 6.68 71.1 0.0 700.3 55.00 1.00 1.12 9.770 10.75 223.29 0.750 0.000 2.50 8.839 6.63 71.2 0.0 315.4 60.00 1.00 1.14 9.951 10.95 222.08 0.750 0.000 5.00 17.487 13.12 143.6 0.0 624.0 65.00 1.00 1.16 10.120 11.13 220.67 0.750 0.000 5.00 17.232 12.92 143.9 0.0 614.9 70.00 1.00 1.17 10.279 11.31 219.09 0.750 0.000 5.00 16.977 12.73 144.0 0.0 605.7 75.00 1.00 1.19 10.430 11.47 217.34 0.750 0.000 5.00 16.722 12.54 143.9 0.0 596.5 80.00 1.00 1.21 10.572 11.63 215.46 0.750 0.000 5.00 16.467 12.35 143.6 0.0 587.4 85.00 1.00 1.22 10.708 11.78 213.46 0.750 0.000 5.00 16.212 12.16 143.2 0.0 578.2 90.00 1.00 1.24 10.838 11.92 211.34 0.750 0.000 5.00 15.957 11.97 142.7 0.0 569.1 93.08 Bot - Section 3 1.00 1.25 10.915 12.01 209.99 0.750 0.000 3.08 9.713 7.28 87.5 0.0 346.4 95.00 1.00 1.25 10.962 12.06 209.13 0.750 0.000 1.92 6.071 4.55 54.9 0.0 406.1 99.00 Top - Section 2 1.00 1.26 11.057 12.16 207.29 0.750 0.000 4.00 12.548 9.41 114.5 0.0 839.4 100.00 1.00 1.27 11.081 12.19 209.69 0.750 0.000 1,00 3.112 2.33 28.4 0.0 98.7 105.00 1.00 1.28 11.195 12.31 207.31 0.750 0.000 5.00 15.405 11.55 142.3 0.0 488.6 110.00 1.00 1.29 11.305 12.44 204.85 0.750 0.000 5.00 15.150 11.36 141.3 0.0 480.5 115.00 1.00 1.30 11.412 12.55 202.32 0.750 0.000 5.00 14.895 11.17 140.2 0.0 472.3 120.00 1.00 1.32 11.514 12.67 199.72 0.750 0.000 5.00 14.640 10.98 139.1 0.0 464.2 125.00 1.00 1.33 11.614 12.78 197.05 0.750 0.000 5.00 14.385 10.79 137.8 0.0 456.1 127.59 Bot - Section 4 1.00 1.33 11.664 12.83 195.65 0.750 0.000 2.59 7.342 5.51 70.6 0.0 232.7 130.00 1.00 1.34 11.710 12.88 194.33 0.750 0.000 2.41 6.878 5.16 66.4 0.0 406.1 133.00 Top - Section 3 1.00 1.34 11.766 12.94 192.67 0.750 0.000 3.00 8.477 6.36 82.3 0.0 500.5 135.00 1.00 1.35 11.803 12.98 194.14 0.750 0.000 2.00 5.585 4.19 54.4 0.0 155.0 140.00 Appurtenances) 1.00 1.36 11.894 13.08 191.32 0.750 0.000 5.00 13.806 10.35 135.5 0.0 383.2 145.00 1.00 1.37 11.982 13.18 188.45 0.750 0.000 5.00 13.551 10.16 134.0 0.0 376.1 150.00 Appurtenance(s) 1.00 1.38 12.068 13.27 185.53 0.750 0.000 5.00 13.296 9.97 132.4 0.0 369.0 Totals: 160.00 4,116.1 20,417.8 Copyhghf ® 2018 by Tower Engineehng Solutions, LLC. All rights reserved. I t P\ Discrete ince Forces Structure: ID20629-A-SBA Code: EIA/FIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 24 Town Engimmng Solutions Load Case: 1.01D + 1.OW 60 mph Wind Iterations 23 Dead Load Factor 1.00 Wind Load Factor 1.00 Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved. Total Dead Hertz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description city (Psf) Ipso x Ka Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (lb -ft) 1 150.00 lightning rod 1 12.068 13.275 1.00 1.00 1.12 37.00 0.000 0.000 14.87 0.00 0.00 2 150.00 Samsung RRH-P4 6 12.068 13.275 0.60 0.90 9.91 376.80 0.000 0.000 131.60 0.00 0.00 3 150.00 Samsung RRH-C2A 3 12.068 13.275 0.60 0.90 5.34 152.10 0.000 0.000 70.84 0.00 0.00 4 150.00 KMW 6 12.068 13.275 0.68 0.90 33.05 300.00 0.000 0.000 436.71 0.00 0.00 5 150.00 Platform w/ Hand Rail 1 12.068 13.275 1.00 1.00 32.00 1600.00 0.000 0.000 424.80 0.00 0.00 6 140.00 Combs 3 11.894 13.084 0.55 0.80 20.42 192.00 0.000 0.000 267.15 0.00 0.00 7 140.00 Commscope 1 11.894 13.084 1.00 1.00 15.61 720.00 0.000 0.000 204.23 0.00 0.00 8 140.00 Ericsson 4415 2 11.894 13.084 0.54 0.80 1.99 88.20 0.000 0.000 26.09 0.00 0.00 9 140.00 Ericsson 0208 3 11.894 13.084 0.54 0.80 2.20 59.40 0.000 0.000 28.82 0.00 0.00 10 140.00 Ericsson E2 B29 3 11.894 13.084 0.54 0.80 5.07 178.20 0.000 0.000 66.27 0.00 0.00 Totals: 3,703.70 1,673.38 Copyright 02018 by Tower Engineering Solutions, LLC. All rights reserved. 4 1 11 Total Applied Force Summary,.a Structure: ID20629-A-SBA Code: EIA/TIA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 25 Towcr Engincering Solutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 23 Dead Load Factor 1.00 Wind Load Factor 1.00 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Description (1b) Iib) (Ib -ft) Iib-ftl 0.00 0.00 0.00 0.00 0.00 5.00 123.11 893.29 0.00 0.00 10.00 121.55 882.09 0.00 0.00 15.00 119.98 870.90 0.00 0.00 20.00 125.64 859.70 0.00 0.00 25.00 129.95 848.51 0.00 0.00 30.00 133.22 837.31 0.00 0.00 35.00 135.75 826.12 0.00 0.00 40.00 137.70 814.92 0.00 0.00 45.00 139.18 803.73 0.00 0.00 46.00 27.73 159.40 0.00 0.00 50.00 113.58 1146.27 0.00 0.00 52.50 71.06 709.81 0.00 0.00 55.00 71.25 325.00 0.00 0.00 60.00 143.56 643.13 0.00 0.00 65.00 143.87 633.97 0.00 0.00 70.00 143.97 624.81 0.00 0.00 75.00 143.88 615.65 0.00 0.00 80.00 143.63 606.49 0.00 0.00 85.00 143.22 597.33 0.00 0.00 90.00 142.68 588.17 0.00 0.00 93.08 87.46 358.14 0.00 0.00 95.00 54.90 413.46 0.00 0.00 99.00 114.47 854.68 0.00 0.00 100.00 28.44 102.52 0.00 0.00 105.00 142.28 507.72 0.00 0.00 110.00 141.30 499.58 0.00 0.00 115.00 140.23 491.44 0.00 0.00 120.00 139.07 483.30 0.00 0.00 125.00 137.83 475.16 0.00 0.00 127.59 70.65 242.62 0.00 0.00 130.00 66.45 415.36 0.00 0.00 133.00 82.29 511.94 0.00 0.00 135.00 54.38 162.66 0.00 0.00 140.00 (12) attachments 728.04 1640.14 0.00 0.00 145.00 133.96 392.62 0.00 0.00 150.00 (17) attachments 1213.20 2851.39 0.00 0.00 Totals: 6,789.46 24,669.32 0.00 0.00 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID20629-A-SBA Code: EIAMA-222-G 8/28/2018 Site Name: REXBURG HILL Exposure: C Height: 150.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (ft) Site Class: B - Competent Rock Gh: 1.1 Topography: 1 Struct Class: II Page: 26 Tower Engiouring Solutions Load Case: 1.01) + 1.OW 60 mph Wind Iterations 23 Dead Load Factor 1.00 Wind Load Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY I-) FX (-) MY (-) M2 MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress Ift) Nips) (kips) (ft-kiosl Ift-kiosl (ft -kips) (ft -kips) Ikiosl fkios) Ifl kips) Iftkips) (in) Ideal (dog) Ratio 0.00 -24.69 -5.80 0.00 -585.09 0.00 585.09 3409.97 1704.98 6640.54 3296.64 0.00 0.000 0.000 0.185 5.00 -23.79 -5.70 0.00 -556.09 0.00 556.09 3384.63 1692.31 6506.71 3230.21 0.03 -0.056 0.000 0.179 10.00 -22.90 -5.60 0.00 -527.59 0.00 527.59 3358.82 1679.41 6373.27 3163.96 0.12 -0.111 0.000 0.174 15.00 -22.02 -5.50 0.00 -499.59 0.00 499.59 3332,55 1666.27 6240.24 3097.92 0.26 -0.165 0.000 0.168 20.00 -21.16 -5.39 0.00 -472.11 0.00 472.11 3305.81 1652.91 6107.67 3032.10 0.47 -0.219 0.000 0.162 25.00 -20.31 -5.27 0.00 -445.16 0.00 445.16 3278.61 1639.31 5975.58 2966.53 0.72 -0.271 0.000 0.156 30.00 -19.47 -5.15 0.00 -418.80 0.00 418.80 3250.94 1625.47 5844.01 2901.21 1.03 -0.323 0.000 0.150 35.00 -18.64 -5.03 0.00 -393.03 0.00 393.03 3222.81 1611.41 5713.00 2836.18 1.40 -0.373 0.000 0.144 40.00 -17.82 -4.90 0.00 -367.88 0.00 367.88 3194.21 1597.11 5582.58 2771.43 1.82 -0.423 0.000 0.138 45.00 -17.01 4.76 0.00 -343.38 0.00 343.38 3165.15 1582.58 5452.79 2706.99 2.29 -0.471 0.000 0.132 46.00 -16.85 -4.74 0.00 -338.62 0.00 338.62 3159.28 1579.64 5426.91 2694.15 2.39 -0.480 0.000 0.131 50.00 -15.70 -4.63 0.00 -319.65 0.00 319.65 3135.62 1567.81 5323.66 2642.89 2.80 -0.518 0.000 0.126 52.50 -14.99 -4.55 0.00 -308.09 0.00 308.09 2376.50 1188.25 4073.03 2022.02 3.08 -0.541 0.000 0.159 55.00 -14.67 -4.49 0.00 -296.70 0.00 296.70 2367.29 1183.65 4027.71 1999.52 3.37 -0.564 0.000 0.155 60.00 -14.02 -4.35 0.00 -274.25 0.00 274.25 2348.53 1174.27 3937.17 1954.58 3.99 -0.615 0.000 0.146 65.00 -13.39 -4.21 0.00 -252.49 0.00 252.49 2329.31 1164.65 3846.80 1909.71 4.66 -0.664 0.000 0.138 70.00 -12.76 -4.07 0.00 -231.43 0.00 231.43 2309.62 1154.81 3756.63 1864.95 5.38 -0.712 0.000 0.130 75.00 -12.14 -3.93 0.00 -211.07 0.00 211.07 2289.46 1144.73 3666.70 1820.31 6.15 -0.757 0.000 0.121 80.00 -11.54 -3.79 0.00 -191.43 0.00 191.43 2268.84 1134.42 3577.05 1775.80 6.97 -0.801 0.000 0.113 85.00 -10.94 -3.64 0.00 -172.50 0.00 172.50 2247.75 1123.88 3487.70 1731.44 7.83 -0.842 0.000 0.105 90.00 -10.35 -3.50 0.00 -154.29 0.00 154.29 2226.20 1113.10 3398.69 1687.26 8.73 -0.880 0.000 0.096 93.08 -9.99 -3.41 0.00 -143.51 0.00 143.51 2212.68 1106.34 3343.99 1660.10 9.31 -0.903 0.000 0.091 95.00 -9.58 -3.35 0.00 -136.99 0.00 136.99 2204.18 1102.09 3310.07 1643.26 9.67 -0.917 0.000 0.088 99.00 -8.72 -3.22 0.00 -123.60 0.00 123.60 1865.67 932.83 2808.08 1394.05 10.45 -0.944 0.000 0.093 100.00 -8.62 -3.20 0.00 -120.37 0.00 120.37 1862.34 931.17 2793.77 1386.95 10.65 -0.951 0.000 0.091 105.00 -8.11 -3.05 0.00 -104.40 0.00 104.40 1845.41 922.71 2722.31 1351.47 11.66 -0.984 0.000 0.082 110.00 -7.62 -2.90 0.00 -89.16 0.00 89.16 1828.02 914.01 2651.03 1316.08 12.71 -1.014 0.000 0.072 115.00 -7.13 -2.76 0.00 -74.64 0.00 74.64 1810.16 905.08 2579.95 1280.79 13.79 -1.041 0.000 0.062 120.00 -6.64 -2.61 0.00 -60.86 0.00 60.86 1791.83 895.92 2509.10 1245.63 14.89 -1.064 0.000 0.053 125.00 -6.17 -2.47 0.00 -47.80 0.00 47.80 1773.04 886.52 2438.54 1210.59 16.02 -1.083 0.000 0.043 127.59 -5.93 -2.39 0.00 -41.43 0.00 41.43 1763.14 881.57 2402.15 1192.53 16.61 -1.092 0.000 0.038 130.00 -5.52 -2.32 0.00 -35.65 0.00 35.65 1753.78 876.89 2368.28 1175.71 17.16 -1.100 0.000 0.033 133.00 -5.00 -2.23 0.00 -28.69 0.00 28.69 1450.64 725.32 1967.31 976.66 17.85 -1.107 0.000 0.033 135.00 -4.84 -2.17 0.00 -24.25 0.00 24.25 1445.09 722.54 1945.38 965.77 18.32 -1.112 0.000 0.028 140.00 -3.22 -1.41 0.00 -13.40 0.00 13.40 1430.87 715.44 1890.53 938.54 19.49 -1.121 0.000 0.017 145.00 -2.83 -1.27 0.00 -6.34 0.00 6.34 1416.19 708.10 1835.79 911.36 20.66 -1.125 0.000 0.009 150.00 0.00 -1.21 0.00 0.00 0.00 0.00 1401.04 700.52 1781.18 884.25 21.84 -1.127 0.000 0.000 Copyright ® 2018 by Tower Engineering Solutions, LLC. All rights reserved Structure: ID20629-A-SBA Site Name: REXBURG HILL Height: 150.00 (ft) Base Elev: 0.000 (ft) Gh: 1.1 Reactions Final Analysis Code: Exposure: Crest Height: Site Class: EIA/TIA-222-G C 0.00 B - Competent Rock Topography: 1 Struct Class: II 8/28/2018 Page: 27 Max Stresses Shear Shear Axial Moment Moment Moment Resultant Moment (ft -kips) FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft -kips) ift-kiss) (ft -kips) 1.2D+ 1.6W 89 mph Wind 20.4 0.00 29.59 0.00 0.00 2071.76 0.9D+ 1.6W 89 mph Wind 20.4 0.00 22.18 0.00 0.00 2051.89 1.21) + 1.ODi + 1.OWi 50 mph Wind 6.1 0.00 33.99 0.00 0.00 593.52 1.21)+1.OE 2.4 0.00 29.63 0.00 0.00 285.12 0.91)+1.OE 2.4 0.00 22.22 0.00 0.00 282.12 1.OD + 1.OW 60 mph Wind 5.8 0.00 24.69 0.00 0.00 585.09 Max Stresses Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved. 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) Elev (ft) Stress Ratio 1.2D+ 1.6W 89 mph Wind -29.59 -20.43 0.00 -2071.7 0.00 -2071.7 3409.97 1704,9 6640.54 3296.64 0.00 0.637 0.9D+ 1.6W 89 mph Wind -22.18 -20.42 0.00 -2051.8 0.00 -2051.8 3409.97 1704.9 6640.54 3296.64 0.00 0.629 1.2D + 1.ODi + 1.OWi 50 mph Wind -33.99 -6.08 0.00 -593.52 0.00 -593.52 3409.97 1704,9 6640.54 3296.64 0.00 0.190 1.2D+1.0E -29.63 -2.37 0.00 -285.12 0.00 -285.12 3409.97 1704.9 6640.54 3296.64 0.00 0.095 0.91) + 1.0E -22.22 -2.37 0.00 -282.12 0.00 -282.12 3409.97 1704,9 6640.54 3296.64 0.00 0.092 1.01)+ 1.OW 60 mph Wind -24.69 -5.80 0.00 -585.09 0.00 -585.09 3409.97 1704.9 6640.54 3296.64 0.00 0.185 Copyright 0 2018 by Tower Engineering Solutions, LLC. All rights reserved.