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APPROVED STRUCTURAL ANALYSIS - 22-00152 - 1145 S 2nd E - T-Mobile Cell Tower Anchor Project
Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : RPRXBCA0326100 - T-Mobile Cell Tower Anchor Project Address : 1145 South 200 East Record Type : Cell Tower Document Filename : SL01408C_SA Passed_ID10543-A_15Feb2022.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00152 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 1 Stamp Cody Jones : Building Open 1 Approved - Building Inspector Cell Tower Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) TES Project Number: 123689 Page 1 February 10, 2022 Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038 Structural Analysis Report Existing 130 ft FWT Self Supporting Tower Customer Name: SBA Communications Corp Customer Site Number: ID10543-A Customer Site Name: Rexburg Carrier Name: T-Mobile (App#: 167283, V4) Carrier Site ID / Name: SL01408C / Rexburg Site Location: 1145 S 2nd E Rexburg, Idaho Madison County Latitude: 43.802692 Longitude: -111.772541 Analysis Result: Max Structural Usage: 67.1% [Pass] Max Foundation Usage: 76.0% [Pass] Additional Usage Caused by Mount Modification: +1.6% Report Prepared By: Younus Alkarawi TES Project Number: 123689 Page 2 February 10, 2022 Introduction The purpose of this report is to summarize the analysis results on the 130 ft FWT Self Supporting Tower 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 FDH, Analysis Report # 1305234400, dated 5/23/13 Foundation Drawing CSL, Job # 2002J-26-16, dated 5/4/02 Geotechnical Report FDH, Project # 08-02180E G1, dated 12/30/08 Modification Drawings N/A Mount Analysis N/A Analysis Criteria The comprehensive analysis was performed in accordance with the requirements and stipulations of the TIA-222-H. In accordance with this standard, the structure was analyzed using TESTowers, 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: 105.0 mph (3-Sec. Gust) (Ultimate wind speed) Wind Speed with Ice: 50 mph (3-Sec. Gust) with 1/4” radial ice concurrent Service Load Wind Speed: 60 mph + 0” Radial ice Standard/Codes: TIA-222-H / 2018 IBC Exposure Category: C Risk Category: II Topographic Category: 1 Crest Height: 0 ft Seismic Parameters: SS = 0.376, S1 = 0.144 This structural analysis is based upon the tower being classified as a Risk Category 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: 123689 Page 3 February 10, 2022 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 - 136.0 3 Ericsson AIR 21 B2A/B4P - Panel Platform w/ Hand Rails (2) 1 3/8" Hybrid (1) 1/2" Coax (12) 1 5/8" Coax (1) 1 5/8” Hybrid T-Mobile - 3 Ericsson AIR 32 - Panel - 3 RFS APXVAARR24_43-U-NA20 - Panel - 1 Commscope VHLP800-11-2 - Dish - 3 Andrew ETW200VS12UB - TMA - 3 Ericsson Radio 4449 B71 + B12 - RRU - 50.0 1 Commscope VHLP800-11-2 - Dish Pipe Mount (1) 1/2" Coax - 120.0 - - Empty (3) Sector Frames - - Items Elevation (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 136.0 3 RFS APXVLL19P-43-C-A20 - Panel Modified Platform w/ Hand Rails W/ Support rail & V-Brace kit (2) 1 3/8" Hybrid (9) 1 5/8" (1) 1 5/8" 6x12 HCS (1) 1 5/8" Hybrid (2) 1 5/8" Hybrid 6/24 (2) 1/2” T-Mobile 2 3 Ericsson - AIR6449 B41 - Panel 3 3 RFS APXVAALL24-43-U-NA20 - Panel 4 3 Ericsson - 4449 B71 + B85 - RRU 5 3 Ericsson 4460 B25 + B66 RRU 6 50.0 1 Commscope - VHLP800-11-2 - Dish (1) Commscope MC-RM3060-3 (collar) & Pipe mount (4) 1/2" 7 1 Andrew USX6-11W - Dish 8 4 Fibeair RFCU-C ODU TES Project Number: 123689 Page 4 February 10, 2022 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: Tower Component Legs Diagonals Horizontals Max. Usage: 55.1% 67.1% 20.2% Pass/Fail Pass Pass Pass Foundations Compression (Kips) Uplift (Kips) Shear (Kips) Analysis Reactions 112.3 90.6 10.7 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: 123689 Page 5 February 10, 2022 Service Load Condition (Rigidity): The maximum twist and sway of the microwave dishes under the operational wind speed as specified in the Analysis Criteria are listed in the table below: Elevation (ft) Antenna / Dish Carrier Twist (deg) Sway (deg) 50.0 Commscope - VHLP800-11-2 - Dish T-Mobile 0.021 0.044 USX6-11W - Dish 0.021 0.044 It is recommended that the carriers review the twist and sway values of the microwave dishes. 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 TIA- 222 Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 123689 Page 6 February 10, 2022 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 ANSI/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. Type:Self Support Site Name:Rexburg Height:130.00 (ft) 2/10/2022 Page: 1 Base Shape:Triangle Base Width:16.00 Base Elev:0.00 (ft) Structure: ID10543-A-SBA Top Width:4.00 Basic WS:105.00 Basic Ice WS:50.00 Operational WS:60.00 Code:TIA-222-H Section Properties Sect Leg Members Diagonal Members Horizontal Members DAE 2X2X0.1875 1-2 SOL 3" SOLID SAE 2.5X2.5X0.1875 3-4 SOL 3" SOLID SAE 2X2X0.1875 5 SOL 2 3/4" SOLID SAU 2X1.5X0.1875 6 SOL 2 1/4" SOLID SAU 2X1.5X0.1875 SAE 2X2X0.18757SOL 2" SOLID Discrete Appurtenances Attach Elev (ft) Force Elev (ft)Qty Description 130.00 1 Beacon130.00 130.00 1 Lightning Rod130.00 130.00 3 APXVAALL24_43-U-NA20136.00 130.00 3 AIR6449 B41136.00 130.00 3 4449 B71 + B85136.00 130.00 3 RFS APXVLL19P-43-C-A20136.00 130.00 1 Platform w/ Hand Rails 130.00 130.00 3 Ericsson 4460 B25 + B66 RRU130.00 130.00 1 MS-HRECP130.00 130.00 1 MS-C1B-2875P130.00 120.00 3 Empty Sector Frames120.00 50.00 2 Pipe Mount50.00 50.00 1 VHLP800-11-250.00 50.00 1 USX6-11W50.00 50.00 4 Fibeair RFCU-C50.00 50.00 1 MC-RM3060-350.00 Linear Appurtenances Elev From (ft) Elev To (ft)Qty Description 0.00 130.00 2 1 3/8" Hybrid 0.00 130.00 1 1 5/8" 6x12 HCS 0.00 130.00 9 1 5/8" Coax 0.00 130.00 1 1 5/8" Hybrid 0.00 130.00 2 1 5/8" Hybrid 6/24 0.00 130.00 1 Climbing Ladder 0.00 130.00 1 Safety Cable 0.00 130.00 1 W/G Ladder 0.00 124.00 1 W/G Ladder 0.00 50.00 4 1/2" Coax Base Reactions Max Uplift: Max Down: -90.56 Leg Overturning 112.25 Max Shear:10.70 Moment:1422.30 Total Down: Total Shear: 28.82 17.83 (kips )(kips )(kips ) (ft-kips) (kips) (kips) Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. 2/10/2022 Page: 2 Structure: ID10543-A-SBA Type:Self Support Site Name:Rexburg Height:130.00 (ft) Base Shape:Triangle Base Width:16.00 Base Elev:0.00 (ft)Top Width:4.00 Basic WS:105.00 Basic Ice WS:50.00 Operational WS:60.00 Code:TIA-222-H Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Type:Self Support Site Name:Rexburg Height:130.00 (ft) 2/10/2022 Page: 3 Structure: ID10543-A-SBA - Coax Line Placement Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022 Page: 4 Code:TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Discrete Appurtenances Properties IceNo Ice Attach Elev (ft)Description Qty Weight (lb) CaAa (sf) Weight (lb) CaAa (sf) Len (in) Width (in) Vert Ecc (ft) Depth (in)Ka Orientation Factor Beacon 1 36.00 2.720 2.87557.80130.00 28.000 17.500 17.500 0.0001.00 1.00 Lightning Rod 1 5.00 0.500 0.7868.43130.00 72.000 1.000 1.000 0.0001.00 1.00 APXVAALL24_43-U-NA20 3 122.80 20.240 20.543185.64130.00 95.900 24.000 8.500 6.0001.00 0.73 AIR6449 B41 3 103.00 5.650 5.806125.44130.00 33.100 20.500 8.300 6.0001.00 0.71 4449 B71 + B85 3 73.20 1.970 2.06382.65130.00 17.900 13.200 10.600 6.0001.00 0.67 RFS APXVLL19P-43-C-A20 3 40.90 8.400 8.60465.75130.00 74.800 11.800 4.700 6.0001.00 0.70 Platform w/ Hand Rails 1 2000.0 0 40.000 43.4272342.74130.00 0.000 0.000 0.000 0.0001.00 1.00 Ericsson 4460 B25 + B66 RRU 3 109.00 2.850 2.960120.77130.00 21.800 15.700 7.500 0.0001.00 0.67 MS-HRECP 1 514.00 12.250 14.209613.83130.00 0.000 0.000 0.000 0.0001.00 1.00 MS-C1B-2875P 1 329.00 10.000 11.714404.17130.00 0.000 0.000 0.000 0.0001.00 1.00 Empty Sector Frames 3 450.00 16.000 17.299506.85120.00 0.000 0.000 0.000 0.0000.75 0.75 Pipe Mount 2 75.00 2.000 2.20884.3850.00 0.000 0.000 0.000 0.0001.00 1.00 VHLP800-11-2 1 49.00 8.430 8.68575.3350.00 35.000 35.000 19.100 0.0001.00 1.00 USX6-11W 1 281.00 35.670 36.191387.0450.00 72.000 72.000 0.000 0.0001.00 1.00 Fibeair RFCU-C 4 9.00 0.600 0.68411.2850.00 7.900 7.900 3.400 0.0001.00 1.00 MC-RM3060-3 1 350.00 5.000 5.521393.7850.00 0.000 0.000 0.000 0.0000.00 0.00 7,758.25 16Number of Appurtenances : Totals:6,446.7032 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Loading Summary Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022 Page: 5 Code:TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Linear Appurtenances Properties Weight (lb/ft) Width (in) Pct In Block Spread On Faces Bundling Arrangement Elev. From (ft)Description Elev. To (ft)Qty Cluster Dia (in) Out of Zone Spacing (in) Orientation Factor Ka Override 0.00 130.00 1 3/8" Hybrid 1.38 100.00 1 Individual NR 2 1.13 N 1.00 1.00 0.00 130.00 1 5/8" 6x12 HCS 2.00 100.00 1 Individual NR 1 1.63 N 1.00 1.00 0.00 130.00 1 5/8" Coax 1.98 100.00 1 Individual IR 9 1.04 N 0.50 1.00 0.00 130.00 1 5/8" Hybrid 2.00 100.00 1 Individual IR 1 1.10 N 1.00 1.00 0.00 130.00 1 5/8" Hybrid 6/24 2.00 100.00 1 Individual NR 2 1.10 N 1.00 1.00 0.00 130.00 Climbing Ladder 3.00 100.00 3 Individual NR 1 6.90 N 1.00 1.00 0.00 130.00 Safety Cable 0.38 100.00 3 Individual NR 1 0.27 N 1.00 1.00 0.00 130.00 W/G Ladder 3.00 100.00 1 Individual NR 1 6.00 N 1.00 1.00 0.00 124.00 W/G Ladder 3.00 50.00 2 Individual NR 1 6.00 N 1.00 1.00 0.00 50.00 1/2" Coax 0.65 100.00 1 Individual NR 4 0.16 N 1.00 1.00 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 6IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.2D + 1.0W 105 mph Wind at Normal To Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0W Normal WindLoad Case: 16.92 18.006 0.00 0.09 3.00 1.00 1 10.0 1.00 0.00 23.66 67.59 0.00 4,195.8 0.0 1019.40 803.24 1,822.6410.02 19.55 16.079 0.00 0.10 2.97 1.00 2 30.0 1.00 0.00 21.73 67.59 0.00 4,036.3 0.0 1072.44 928.22 2,000.6610.02 21.77 15.664 0.00 0.11 2.91 1.00 3 50.0 1.00 0.00 21.32 65.43 0.00 3,447.0 0.0 1147.12 1004.74 2,151.8610.02 23.36 13.572 0.00 0.13 2.86 1.00 4 70.0 1.00 0.00 19.24 63.26 0.00 3,328.3 0.0 1091.16 1047.52 2,138.6710.02 24.63 9.332 0.00 0.13 2.85 1.00 5 90.0 1.00 0.00 14.53 63.26 0.00 2,818.8 0.0 868.03 1104.43 1,972.469.18 25.70 6.808 0.00 0.14 2.82 1.00 6 110.0 1.00 0.00 11.06 63.26 0.00 2,260.2 0.0 680.46 1152.09 1,832.557.51 26.40 3.660 0.00 0.17 2.71 1.00 7 125.0 1.00 0.00 5.56 30.13 0.00 995.0 0.0 337.65 551.37 889.023.33 21,081.4 0.0 12,807.86 Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.2D + 1.0W 105 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0W 60° WindLoad Case: 16.92 18.006 0.00 0.09 3.00 0.80 1 10.0 1.00 0.00 20.06 67.59 0.00 4,195.8 0.0 864.22 803.24 1,667.4610.02 19.55 16.079 0.00 0.10 2.97 0.80 2 30.0 1.00 0.00 18.52 67.59 0.00 4,036.3 0.0 913.74 928.22 1,841.9610.02 21.77 15.664 0.00 0.11 2.91 0.80 3 50.0 1.00 0.00 18.19 65.43 0.00 3,447.0 0.0 978.58 1004.74 1,983.3210.02 23.36 13.572 0.00 0.13 2.86 0.80 4 70.0 1.00 0.00 16.52 63.26 0.00 3,328.3 0.0 937.20 1047.52 1,984.7110.02 24.63 9.332 0.00 0.13 2.85 0.80 5 90.0 1.00 0.00 12.66 63.26 0.00 2,818.8 0.0 756.50 1104.43 1,860.939.18 25.70 6.808 0.00 0.14 2.82 0.80 6 110.0 1.00 0.00 9.70 63.26 0.00 2,260.2 0.0 596.72 1152.09 1,748.817.51 26.40 3.660 0.00 0.17 2.71 0.80 7 125.0 1.00 0.00 4.83 30.13 0.00 995.0 0.0 293.18 551.37 844.553.33 21,081.4 0.0 11,931.74 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 7IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.2D + 1.0W 105 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0W 90° WindLoad Case: 16.92 18.006 0.00 0.09 3.00 0.85 1 10.0 1.00 0.00 20.96 67.59 0.00 4,195.8 0.0 903.01 803.24 1,706.2510.02 19.55 16.079 0.00 0.10 2.97 0.85 2 30.0 1.00 0.00 19.32 67.59 0.00 4,036.3 0.0 953.42 928.22 1,881.6410.02 21.77 15.664 0.00 0.11 2.91 0.85 3 50.0 1.00 0.00 18.97 65.43 0.00 3,447.0 0.0 1020.71 1004.74 2,025.4610.02 23.36 13.572 0.00 0.13 2.86 0.85 4 70.0 1.00 0.00 17.20 63.26 0.00 3,328.3 0.0 975.69 1047.52 2,023.2010.02 24.63 9.332 0.00 0.13 2.85 0.85 5 90.0 1.00 0.00 13.13 63.26 0.00 2,818.8 0.0 784.38 1104.43 1,888.819.18 25.70 6.808 0.00 0.14 2.82 0.85 6 110.0 1.00 0.00 10.04 63.26 0.00 2,260.2 0.0 617.66 1152.09 1,769.747.51 26.40 3.660 0.00 0.17 2.71 0.85 7 125.0 1.00 0.00 5.01 30.13 0.00 995.0 0.0 304.30 551.37 855.673.33 21,081.4 0.0 12,150.77 Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 0.9D + 1.0W 105 mph Wind at Normal To Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:0.90 Ice Importance Factor:1.00 0.9D + 1.0W Normal WindLoad Case: 16.92 18.006 0.00 0.09 3.00 1.00 1 10.0 1.00 0.00 23.66 67.59 0.00 3,146.9 0.0 1019.40 803.24 1,822.6410.02 19.55 16.079 0.00 0.10 2.97 1.00 2 30.0 1.00 0.00 21.73 67.59 0.00 3,027.3 0.0 1072.44 928.22 2,000.6610.02 21.77 15.664 0.00 0.11 2.91 1.00 3 50.0 1.00 0.00 21.32 65.43 0.00 2,585.2 0.0 1147.12 1004.74 2,151.8610.02 23.36 13.572 0.00 0.13 2.86 1.00 4 70.0 1.00 0.00 19.24 63.26 0.00 2,496.3 0.0 1091.16 1047.52 2,138.6710.02 24.63 9.332 0.00 0.13 2.85 1.00 5 90.0 1.00 0.00 14.53 63.26 0.00 2,114.1 0.0 868.03 1104.43 1,972.469.18 25.70 6.808 0.00 0.14 2.82 1.00 6 110.0 1.00 0.00 11.06 63.26 0.00 1,695.1 0.0 680.46 1152.09 1,832.557.51 26.40 3.660 0.00 0.17 2.71 1.00 7 125.0 1.00 0.00 5.56 30.13 0.00 746.2 0.0 337.65 551.37 889.023.33 15,811.1 0.0 12,807.86 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 8IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 0.9D + 1.0W 105 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:0.90 Ice Importance Factor:1.00 0.9D + 1.0W 60° WindLoad Case: 16.92 18.006 0.00 0.09 3.00 0.80 1 10.0 1.00 0.00 20.06 67.59 0.00 3,146.9 0.0 864.22 803.24 1,667.4610.02 19.55 16.079 0.00 0.10 2.97 0.80 2 30.0 1.00 0.00 18.52 67.59 0.00 3,027.3 0.0 913.74 928.22 1,841.9610.02 21.77 15.664 0.00 0.11 2.91 0.80 3 50.0 1.00 0.00 18.19 65.43 0.00 2,585.2 0.0 978.58 1004.74 1,983.3210.02 23.36 13.572 0.00 0.13 2.86 0.80 4 70.0 1.00 0.00 16.52 63.26 0.00 2,496.3 0.0 937.20 1047.52 1,984.7110.02 24.63 9.332 0.00 0.13 2.85 0.80 5 90.0 1.00 0.00 12.66 63.26 0.00 2,114.1 0.0 756.50 1104.43 1,860.939.18 25.70 6.808 0.00 0.14 2.82 0.80 6 110.0 1.00 0.00 9.70 63.26 0.00 1,695.1 0.0 596.72 1152.09 1,748.817.51 26.40 3.660 0.00 0.17 2.71 0.80 7 125.0 1.00 0.00 4.83 30.13 0.00 746.2 0.0 293.18 551.37 844.553.33 15,811.1 0.0 11,931.74 Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 0.9D + 1.0W 105 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:0.90 Ice Importance Factor:1.00 0.9D + 1.0W 90° WindLoad Case: 16.92 18.006 0.00 0.09 3.00 0.85 1 10.0 1.00 0.00 20.96 67.59 0.00 3,146.9 0.0 903.01 803.24 1,706.2510.02 19.55 16.079 0.00 0.10 2.97 0.85 2 30.0 1.00 0.00 19.32 67.59 0.00 3,027.3 0.0 953.42 928.22 1,881.6410.02 21.77 15.664 0.00 0.11 2.91 0.85 3 50.0 1.00 0.00 18.97 65.43 0.00 2,585.2 0.0 1020.71 1004.74 2,025.4610.02 23.36 13.572 0.00 0.13 2.86 0.85 4 70.0 1.00 0.00 17.20 63.26 0.00 2,496.3 0.0 975.69 1047.52 2,023.2010.02 24.63 9.332 0.00 0.13 2.85 0.85 5 90.0 1.00 0.00 13.13 63.26 0.00 2,114.1 0.0 784.38 1104.43 1,888.819.18 25.70 6.808 0.00 0.14 2.82 0.85 6 110.0 1.00 0.00 10.04 63.26 0.00 1,695.1 0.0 617.66 1152.09 1,769.747.51 26.40 3.660 0.00 0.17 2.71 0.85 7 125.0 1.00 0.00 5.01 30.13 0.00 746.2 0.0 304.30 551.37 855.673.33 15,811.1 0.0 12,150.77 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 9IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:1.00 1.2D + 1.0Di + 1.0Wi 50 mph Wind at Normal From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0Di + 1.0Wi Normal WindLoad Case: 3.84 18.006 4.13 0.11 2.94 1.00 1 10.0 1.00 0.22 25.99 77.96 7.40 4,600.3 404.5 249.42 282.56 531.9814.14 4.43 16.079 4.34 0.11 2.91 1.00 2 30.0 1.00 0.25 24.19 78.39 8.25 4,479.0 442.7 264.86 330.57 595.4414.35 4.94 15.664 5.07 0.14 2.82 1.00 3 50.0 1.00 0.26 24.21 76.44 6.95 4,162.9 716.0 286.72 350.96 637.6715.09 5.30 13.572 4.79 0.15 2.76 1.00 4 70.0 1.00 0.27 21.98 74.42 5.39 4,016.5 688.1 273.38 358.21 631.5914.81 5.59 9.332 4.49 0.16 2.74 1.00 5 90.0 1.00 0.28 17.10 74.53 5.53 3,440.5 621.7 222.65 378.28 600.9313.67 5.83 6.808 4.51 0.18 2.66 1.00 6 110.0 1.00 0.28 13.68 74.62 5.64 2,859.0 598.9 180.50 392.96 573.4612.03 5.99 3.660 2.32 0.22 2.53 1.00 7 125.0 1.00 0.29 6.93 35.56 2.86 1,292.1 297.1 89.15 188.65 277.805.66 24,850.3 3768.9 3,848.86 Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:1.00 1.2D + 1.0Di + 1.0Wi 50 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0Di + 1.0Wi 60° WindLoad Case: 3.84 18.006 4.13 0.11 2.94 0.80 1 10.0 1.00 0.22 22.39 77.96 7.40 4,600.3 404.5 214.86 282.56 497.4214.14 4.43 16.079 4.34 0.11 2.91 0.80 2 30.0 1.00 0.25 20.97 78.39 8.25 4,479.0 442.7 229.65 330.57 560.2214.35 4.94 15.664 5.07 0.14 2.82 0.80 3 50.0 1.00 0.26 21.08 76.44 6.95 4,162.9 716.0 249.61 350.96 600.5715.09 5.30 13.572 4.79 0.15 2.76 0.80 4 70.0 1.00 0.27 19.27 74.42 5.39 4,016.5 688.1 239.62 358.21 597.8314.81 5.59 9.332 4.49 0.16 2.74 0.80 5 90.0 1.00 0.28 15.24 74.53 5.53 3,440.5 621.7 198.35 378.28 576.6313.67 5.83 6.808 4.51 0.18 2.66 0.80 6 110.0 1.00 0.28 12.32 74.62 5.64 2,859.0 598.9 162.53 392.96 555.4912.03 5.99 3.660 2.32 0.22 2.53 0.80 7 125.0 1.00 0.29 6.20 35.56 2.86 1,292.1 297.1 79.74 188.65 268.385.66 24,850.3 3768.9 3,656.55 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 10IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:1.00 1.2D + 1.0Di + 1.0Wi 50 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.20 Ice Importance Factor:1.00 1.2D + 1.0Di + 1.0Wi 90° WindLoad Case: 3.84 18.006 4.13 0.11 2.94 0.85 1 10.0 1.00 0.22 23.29 77.96 7.40 4,600.3 404.5 223.50 282.56 506.0614.14 4.43 16.079 4.34 0.11 2.91 0.85 2 30.0 1.00 0.25 21.78 78.39 8.25 4,479.0 442.7 238.45 330.57 569.0214.35 4.94 15.664 5.07 0.14 2.82 0.85 3 50.0 1.00 0.26 21.86 76.44 6.95 4,162.9 716.0 258.89 350.96 609.8515.09 5.30 13.572 4.79 0.15 2.76 0.85 4 70.0 1.00 0.27 19.95 74.42 5.39 4,016.5 688.1 248.06 358.21 606.2714.81 5.59 9.332 4.49 0.16 2.74 0.85 5 90.0 1.00 0.28 15.70 74.53 5.53 3,440.5 621.7 204.43 378.28 582.7113.67 5.83 6.808 4.51 0.18 2.66 0.85 6 110.0 1.00 0.28 12.66 74.62 5.64 2,859.0 598.9 167.02 392.96 559.9812.03 5.99 3.660 2.32 0.22 2.53 0.85 7 125.0 1.00 0.29 6.38 35.56 2.86 1,292.1 297.1 82.09 188.65 270.745.66 24,850.3 3768.9 3,704.63 Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.0D + 1.0W 60 mph Wind at Normal To Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.00 Ice Importance Factor:1.00 1.0D + 1.0W Normal WindLoad Case: 5.52 18.006 0.00 0.09 3.00 1.00 1 10.0 1.00 0.00 23.66 67.59 0.00 3,496.5 0.0 332.86 262.28 595.1510.02 6.38 16.079 0.00 0.10 2.97 1.00 2 30.0 1.00 0.00 21.73 67.59 0.00 3,363.6 0.0 350.18 303.09 653.2810.02 7.11 15.664 0.00 0.11 2.91 1.00 3 50.0 1.00 0.00 21.32 65.43 0.00 2,872.5 0.0 374.57 328.08 702.6510.02 7.63 13.572 0.00 0.13 2.86 1.00 4 70.0 1.00 0.00 19.24 63.26 0.00 2,773.6 0.0 356.30 342.05 698.3410.02 8.04 9.332 0.00 0.13 2.85 1.00 5 90.0 1.00 0.00 14.53 63.26 0.00 2,349.0 0.0 283.44 360.63 644.079.18 8.39 6.808 0.00 0.14 2.82 1.00 6 110.0 1.00 0.00 11.06 63.26 0.00 1,883.5 0.0 222.19 376.19 598.387.51 8.62 3.660 0.00 0.17 2.71 1.00 7 125.0 1.00 0.00 5.56 30.13 0.00 829.2 0.0 110.25 180.04 290.293.33 17,567.9 0.0 4,182.16 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Section Forces Page: 11IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.0D + 1.0W 60 mph Wind at 60° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.00 Ice Importance Factor:1.00 1.0D + 1.0W 60° WindLoad Case: 5.52 18.006 0.00 0.09 3.00 0.80 1 10.0 1.00 0.00 20.06 67.59 0.00 3,496.5 0.0 282.19 262.28 544.4810.02 6.38 16.079 0.00 0.10 2.97 0.80 2 30.0 1.00 0.00 18.52 67.59 0.00 3,363.6 0.0 298.37 303.09 601.4610.02 7.11 15.664 0.00 0.11 2.91 0.80 3 50.0 1.00 0.00 18.19 65.43 0.00 2,872.5 0.0 319.53 328.08 647.6110.02 7.63 13.572 0.00 0.13 2.86 0.80 4 70.0 1.00 0.00 16.52 63.26 0.00 2,773.6 0.0 306.02 342.05 648.0710.02 8.04 9.332 0.00 0.13 2.85 0.80 5 90.0 1.00 0.00 12.66 63.26 0.00 2,349.0 0.0 247.02 360.63 607.659.18 8.39 6.808 0.00 0.14 2.82 0.80 6 110.0 1.00 0.00 9.70 63.26 0.00 1,883.5 0.0 194.85 376.19 571.047.51 8.62 3.660 0.00 0.17 2.71 0.80 7 125.0 1.00 0.00 4.83 30.13 0.00 829.2 0.0 95.73 180.04 275.773.33 17,567.9 0.0 3,896.08 Sect Seq qz (psf) Total Flat Area (sqft) Ice Round Area (sqft) Sol Ratio Cf Df Wind Height (ft)Dr Ice Thick (in) Eff Area (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight (lb) Weight Ice (lb) Struct Force (lb) Linear Force (lb) Total Force (lb) Ice Dead Load Factor:0.00 1.0D + 1.0W 60 mph Wind at 90° From Face Wind Load Factor:1.00 Total Round Area (sqft) Wind Importance Factor:1.00 Dead Load Factor:1.00 Ice Importance Factor:1.00 1.0D + 1.0W 90° WindLoad Case: 5.52 18.006 0.00 0.09 3.00 0.85 1 10.0 1.00 0.00 20.96 67.59 0.00 3,496.5 0.0 294.86 262.28 557.1410.02 6.38 16.079 0.00 0.10 2.97 0.85 2 30.0 1.00 0.00 19.32 67.59 0.00 3,363.6 0.0 311.32 303.09 614.4110.02 7.11 15.664 0.00 0.11 2.91 0.85 3 50.0 1.00 0.00 18.97 65.43 0.00 2,872.5 0.0 333.29 328.08 661.3710.02 7.63 13.572 0.00 0.13 2.86 0.85 4 70.0 1.00 0.00 17.20 63.26 0.00 2,773.6 0.0 318.59 342.05 660.6410.02 8.04 9.332 0.00 0.13 2.85 0.85 5 90.0 1.00 0.00 13.13 63.26 0.00 2,349.0 0.0 256.12 360.63 616.759.18 8.39 6.808 0.00 0.14 2.82 0.85 6 110.0 1.00 0.00 10.04 63.26 0.00 1,883.5 0.0 201.68 376.19 577.887.51 8.62 3.660 0.00 0.17 2.71 0.85 7 125.0 1.00 0.00 5.01 30.13 0.00 829.2 0.0 99.36 180.04 279.403.33 17,567.9 0.0 3,967.60 Copyright © 2022 by Tower Engineering Solutions, LLC. 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Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Compression Summary Page: 12IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Member Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Leg Use %ControlsX Y ZSect Top Elev LEG MEMBERS SOL - 3" SOLID -108.87 1.2D + 1.0W Normal Wind 9.77 50 50 50 78.13 203.58 53.5 Member X50.00120 SOL - 3" SOLID -94.11 1.2D + 1.0W Normal Wind 9.77 50 50 50 78.13 203.58 46.2 Member X50.00240 SOL - 3" SOLID -79.21 1.2D + 1.0W Normal Wind 6.51 100 100 100 104.17 143.87 55.1 Member X50.00360 SOL - 3" SOLID -64.15 1.2D + 1.0W Normal Wind 6.51 100 100 100 104.17 143.87 44.6 Member X50.00480 SOL - 2 3/4" SOLID -49.24 1.2D + 1.0W Normal Wind 6.51 100 100 100 113.64 103.90 47.4 Member X50.005100 SOL - 2 1/4" SOLID -34.24 1.2D + 1.0W Normal Wind 4.88 100 100 100 104.17 80.92 42.3 Member X50.006120 SOL - 2" SOLID -13.81 1.2D + 1.0W Normal Wind 4.75 100 100 100 114.00 54.61 25.3 Member X50.007130 Splices Load CaseSect Top Elev Force (kips) Cap (kips) Bolt Type Num Bolts Use % Force (kips) Cap (kips) Use % Top Splice Bottom Splice Bolt Type Num Bolts Load Case 1.2D + 1.0W Normal Wind120 98.43 0.00 0.0 112.39 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind240 82.64 0.00 7/8 A325 60.0 98.43 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind360 67.09 0.00 7/8 A325 60.0 82.64 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind480 52.24 0.00 3/4 A325 60.0 67.09 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind5100 36.47 0.00 3/4 A325 60.0 52.24 0.001.2D + 1.0W Normal Wind 1.2D + 1.0W Normal Wind6120 17.11 0.00 5/8 A325 60.0 36.47 0.001.2D + 1.0W Normal Wind 1.2D + 1.0Di + 1.0Wi 60° Wind7130 1.93 0.00 5/8 A325 40.0 17.11 0.001.2D + 1.0W Normal Wind Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %ControlsX Y Z HORIZONTAL MEMBERS MemberSect Top Elev 1 20 0.00 0 0 2 40 0.00 0 0 3 60 0.00 0 0 4 80 0.00 0 0 5 100 0.00 0 0 6 120 0.00 0 0 7 130 SAE - 2X2X0.1875 1.2D + 1.0W Normal Wind 4.00 100 100 100 121.83 13.63 1 1 13.81 13.05 6.6 Bolt Bear -0.87 36.00 Force (kips)Load Case Len (ft) Bracing % KL/R Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %ControlsX Y Z DIAGONAL MEMBERS MemberSect Top Elev 1 20 DAE - 2X2X0.1875 1.2D + 1.0W 90° Wind 17.49 49 49 24 166.64 14.74 2 2 27.62 26.1 0 25.4 Member X-3.74 36.00 2 40 DAE - 2X2X0.1875 0.9D + 1.0W 90° Wind 15.87 49 49 24 151.20 17.90 2 2 27.62 26.1 0 21.0 Member X-3.76 36.00 3 60 SAE - 2.5X2.5X0.1875 1.2D + 1.0W Normal Wind 13.34 49 49 49 158.49 10.28 1 1 13.81 13.0 5 29.7 Member Z-3.05 36.00 4 80 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 10.58 49 49 49 125.72 16.33 1 1 13.81 13.0 5 18.2 Bolt Bear -2.37 36.00 5 100 SAE - 2X2X0.1875 1.2D + 1.0W 90° Wind 10.04 50 50 50 152.90 8.69 1 1 13.81 13.0 5 24.8 Member Z-2.16 36.00 6 120 SAU - 2X1.5X0.1875 1.2D + 1.0W Normal Wind 6.48 50 50 50 120.77 12.08 1 1 8.83 10.4 4 28.8 Bolt Shear -2.54 36.00 7 130 SAU - 2X1.5X0.1875 0.9D + 1.0W Normal Wind 6.21 50 50 50 116.78 12.75 1 1 8.83 10.4 4 31.3 Bolt Shear -2.76 36.00 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:EIA/TIA-222-H Exposure:C Base Elev:0.000 (ft) Force/Stress Tension Summary Page: 13IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Leg Use %Controls Top ElevSect LEG MEMBERS 1 20 SOL - 3" SOLID 91.15 0.9D + 1.0W 60° Wind 50 28.7 Member318.11 2 40 SOL - 3" SOLID 79.54 0.9D + 1.0W 60° Wind 50 25.0 Member318.11 3 60 SOL - 3" SOLID 66.64 0.9D + 1.0W 60° Wind 50 20.9 Member318.11 4 80 SOL - 3" SOLID 54.02 0.9D + 1.0W 60° Wind 50 17.0 Member318.11 5 100 SOL - 2 3/4" SOLID 41.27 0.9D + 1.0W 60° Wind 50 15.4 Member267.28 6 120 SOL - 2 1/4" SOLID 26.89 0.9D + 1.0W 60° Wind 50 15.0 Member178.92 7 130 SOL - 2" SOLID 8.36 0.9D + 1.0W 60° Wind 50 5.9 Member141.37 Splices Load CaseSect Top Elev Force (kips) Cap (kips) Bolt Type Num Bolts Use % Force (kips) Cap (kips) Use % Top Splice Bottom Splice Bolt Type Num Bolts Load Case 0.9D + 1.0W 60° Wind120 79.33 0.00 0.0 91.15 0.000.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind240 66.40 0.00 7/8 A325 60.0 79.33 249.36 31.80.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind360 53.86 0.00 7/8 A325 60.0 66.40 249.36 26.60.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind480 41.11 0.00 3/4 A325 60.0 53.86 180.60 29.80.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind5100 26.75 0.00 3/4 A325 60.0 41.11 180.60 22.80.9D + 1.0W 60° Wind 0.9D + 1.0W 60° Wind6120 7.99 0.00 5/8 A325 60.0 26.75 124.20 21.50.9D + 1.0W 60° Wind 7 130 0.00 0.00 5/8 A325 40.0 7.99 82.80 9.60.9D + 1.0W 60° Wind Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %Controls Top ElevSect HORIZONTAL MEMBERS B.S. Cap (kips) 1 20 - 36 0 00.00 2 40 - 36 0 00.00 3 60 - 36 0 00.00 4 80 - 36 0 00.00 5 100 - 36 0 00.00 6 120 - 36 0 00.00 7 130 SAE - 2X2X0.1875 0.9D + 1.0W Normal Wind 36 1 1 13.81 11.09 20.2 Blck Shear18.581.59 7.88 Member Force (kips)Load Case Fy (ksi) Mem Cap (kips) Num Bolts Num Holes Shear Cap (kips) Bear Cap (kips) Use %Controls Top ElevSect DIAGONAL MEMBERS B.S. Cap (kips) 1 20 DAE - 2X2X0.1875 0.9D + 1.0W 90° Wind 36 2 2 27.62 50.24 12.4 Blck Shear37.483.36 27.14 2 40 DAE - 2X2X0.1875 0.9D + 1.0W 90° Wind 36 2 2 27.62 52.20 12.9 Bolt Shear37.483.56 27.90 3 60 SAE - 2.5X2.5X0.1875 0.9D + 1.0W 90° Wind 36 1 1 13.81 11.09 32.4 Blck Shear24.843.21 9.91 4 80 SAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 36 1 1 13.81 11.09 24.3 Blck Shear24.842.41 9.91 5 100 SAE - 2X2X0.1875 0.9D + 1.0W 90° Wind 36 1 1 13.81 11.09 29.5 Blck Shear18.582.32 7.88 6 120 SAU - 2X1.5X0.1875 0.9D + 1.0W 60° Wind 36 1 1 8.83 7.50 46.5 Blck Shear16.402.42 5.21 7 130 SAU - 2X1.5X0.1875 1.2D + 1.0W Normal Wind 36 1 1 8.83 7.50 67.1 Blck Shear16.403.49 5.21 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Section Forces Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022Code:TIA-222-H Exposure:C Base Elev:0.000 (ft) Page: 14IIStruct Class:Topography:1Gh:0.85 Crest Height:0.00 Site Class:D - Stiff Soil Dead Load Factor 1.20 1.00 Load Case: 1.2D + 1.0Ev + 1.0Eh Seismic Load Factor R 3.0000Seismic Importance Factor S1 SsSds Sd1 W1 0.376 00.222 112.13 69 0.3760 0.1440 1.00 Fv Fa 1.4992 2.3120 Vs 3.0097 Kg Ke 1.0000 0.0000 T 0.4594 TL 6.0000 Cs 0.1253 f1 2.1766 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 10.00 1 61.313496.5 1 262.93 30.00 2 176.933363.6 2 252.94 50.00 3 327.753738.4 9 281.13 70.00 4 340.422773.6 2 208.57 90.00 5 370.682349.0 1 176.64 110.00 6 623.643233.4 6 243.15 125.00 7 1108.985059.8 6 380.49 Dead Load Factor 0.90 1.00 Load Case: 0.9D + 1.0Ev + 1.0Eh Seismic Load Factor R 3.0000Seismic Importance Factor S1 SsSds Sd1 W1 0.376 00.222 112.13 69 0.3760 0.1440 1.00 Fv Fa 1.4992 2.3120 Vs 3.0097 Kg Ke 1.0000 0.0000 T 0.4594 TL 6.0000 Cs 0.1253 f1 2.1766 Sect # Elev (ft) Lateral Fsz (lbs) Wz (lb) Vertical Ev (lbs) 10.00 1 61.313496.5 1 262.93 30.00 2 176.933363.6 2 252.94 50.00 3 327.753738.4 9 281.13 70.00 4 340.422773.6 2 208.57 90.00 5 370.682349.0 1 176.64 110.00 6 623.643233.4 6 243.15 125.00 7 1108.985059.8 6 380.49 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Support Forces Summary Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022 Page: 15 Code:TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Load Case FX (kips) FY (kips) FZ (kips)(-) = Uplift (+) = DownNode 1 0.20 112.251.2D + 1.0W Normal Wind -10.70 1a 3.17 -41.56 -3.64 1b -3.36 -41.87 -3.49 1 -1.28 59.041.2D + 1.0W 60° Wind -5.33 1a -5.28 58.07 1.38 1b -8.12 -88.29 -4.52 1 -1.61 9.581.2D + 1.0W 90° Wind -0.45 1a -8.11 94.91 3.73 1b -7.45 -75.67 -3.28 1 0.20 109.750.9D + 1.0W Normal Wind -10.57 1a 3.28 -43.95 -3.71 1b -3.47 -44.18 -3.55 1 -1.28 56.600.9D + 1.0W 60° Wind -5.20 1a -5.17 55.57 1.32 1b -8.23 -90.56 -4.59 1 -1.61 7.180.9D + 1.0W 90° Wind -0.32 1a -8.00 92.37 3.66 1b -7.57 -77.94 -3.34 1 0.04 39.011.2D + 1.0Di + 1.0Wi Normal Wind -3.11 1a 0.81 -3.57 -0.98 1b -0.85 -3.55 -0.94 1 -0.38 24.421.2D + 1.0Di + 1.0Wi 60° Wind -1.62 1a -1.60 24.29 0.44 1b -2.24 -16.84 -1.25 1 -0.47 10.521.2D + 1.0Di + 1.0Wi 90° Wind -0.22 1a -2.40 34.60 1.11 1b -2.04 -13.24 -0.89 1 0.00 31.221.2D + 1.0Ev + 1.0Eh -1.63 1a 0.85 -0.30 -0.68 1b -0.85 -0.30 -0.68 1 0.00 28.670.9D + 1.0Ev + 1.0Eh -1.48 1a 0.96 -2.63 -0.74 1b -0.96 -2.63 -0.74 1 0.07 41.481.0D + 1.0W Normal Wind -3.76 1a 0.80 -8.61 -1.05 1b -0.86 -8.86 -1.00 1 -0.41 24.121.0D + 1.0W 60° Wind -2.01 1a -1.96 23.90 0.59 1b -2.42 -24.01 -1.34 1 -0.52 7.981.0D + 1.0W 90° Wind -0.42 1a -2.88 35.92 1.36 1b -2.20 -19.89 -0.93 Max Reactions Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Max Uplift: Max Down: -90.56 Leg Overturning 112.25 Max Shear:10.70 Moment:1422.30 Total Down: Total Shear: 28.82 17.83 (kips) (kips) (kips) (ft-kips) (kips) (kips) Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Analysis Summary Structure:ID10543-A-SBA Site Name:Rexburg Height:130.00 (ft) 2/10/2022 Page: 17 Code:TIA-222-H Exposure:C Gh:0.85 Base Elev:0.000 (ft) Crest Height:0.00 Site Class: IIStruct Class: D - Stiff Soil Topography:1 Max Reactions Max Uplift: Max Down: -90.56 Leg Overturning 112.25 Max Shear:10.70 Moment:1422.30 Total Down: Total Shear: 28.82 17.83 (kips) (kips) (kips) (ft-kips) (kips) (kips) Anchor Bolts Interaction Ratios: 0.36 Bolt Size (in.):Number Bolts:1.25 6 Tensile Strength (Ksi):Yield Strength (Ksi): Length: 58.0036.00 1.00 OK!Tensile:Compression: Grout ExistingType: Max Usages Max Leg: 55.1% (1.2D + 1.0W Normal Wind - Sect 3) Max Diag: 67.1% (1.2D + 1.0W Normal Wind - Sect 7) Max Horiz: 20.2% (0.9D + 1.0W Normal Wind - Sect 7) Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Max Deflection, Twist and Sway 0.9D + 1.0Ev + 1.0Eh - Normal To Face 46.75 0.0161 0.0013 0.0305 120.00 0.0888 0.0039 0.1371 130.00 0.1036 0.0034 0.1159 0.9D + 1.0W 105 mph Wind at 60° From Face 46.75 0.0672 0.1615 0.1342 120.00 0.3843 0.5862 0.5515 130.00 0.4443 0.7095 1.9894 0.9D + 1.0W 105 mph Wind at 90° From Face 46.75 0.0669 0.0291 0.1315 120.00 0.3828 -0.1300 0.4602 130.00 0.4366 -0.1291 1.5809 0.9D + 1.0W 105 mph Wind at Normal To Face 46.75 0.0706 0.0671 0.1360 120.00 0.4071 -0.1971 0.6896 130.00 0.4876 -0.2384 2.8804 1.0D + 1.0W 60 mph Wind at 60° From Face 46.75 0.0220 0.0209 0.0425 120.00 0.1257 0.0795 0.1806 130.00 0.1454 0.0917 0.6482 1.0D + 1.0W 60 mph Wind at 90° From Face 46.75 0.0220 0.0082 0.0434 120.00 0.1254 -0.0320 0.1518 130.00 0.1430 -0.0310 0.5175 1.0D + 1.0W 60 mph Wind at Normal To Face 46.75 0.0230 0.0169 0.0435 120.00 0.1330 0.0208 0.2231 130.00 0.1592 0.0239 0.9428 1.2D + 1.0Di + 1.0Wi 50 mph Wind at 60° From Face 46.75 0.0201 0.0101 0.0364 120.00 0.1066 0.0363 0.1479 130.00 0.1230 0.0423 0.4590 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. 1.2D + 1.0Di + 1.0Wi 50 mph Wind at 90° From Face 46.75 0.0200 0.0063 0.0368 120.00 0.1065 -0.0211 0.1272 130.00 0.1214 -0.0198 0.3509 1.2D + 1.0Di + 1.0Wi 50 mph Wind at Normal From Face 46.75 0.0203 0.0086 0.0355 120.00 0.1112 0.0038 0.1771 130.00 0.1321 -0.0048 0.6891 1.2D + 1.0Ev + 1.0Eh - Normal To Face 46.75 0.0162 -0.0013 0.0307 120.00 0.0895 -0.0042 0.1380 130.00 0.1043 -0.0038 0.1178 1.2D + 1.0W 105 mph Wind at 60° From Face 46.75 0.0673 0.1619 0.1344 120.00 0.3850 0.5869 0.5533 130.00 0.4451 0.7102 1.9919 1.2D + 1.0W 105 mph Wind at 90° From Face 46.75 0.0670 0.0291 0.1318 120.00 0.3835 -0.1298 0.4618 130.00 0.4374 -0.1286 1.5821 1.2D + 1.0W 105 mph Wind at Normal To Face 46.75 0.0706 0.0671 0.1361 120.00 0.4078 -0.1966 0.6909 130.00 0.4884 -0.2377 2.8852 Copyright © 2022 by Tower Engineering Solutions, LLC. All rights reserved. Last revised on 1-3-2022 Customer Name: Site Name: Site Nmber: Engr. Number: Drawings/Calculations Analysis 3 Legs 0.00 (1). Individual Leg:0.5' Axial Load (Kips):112.3 Uplift Force (Kips):90.6 Shear Force (Kips):10.7 (2). Tower Base:14 #4 Total Vertical Load (Kips):28.8 Total Shear Force (Kips):17.8 22'21 #11 Moment (Kips-ft):1422.3 12.5' Foundation Geometries:88 #10 16.0 Mods required -Yes/No ?:No 88 #10 Diameter of Pier (ft.):Round 4.5 Pier Height A. G. (f t.):0.50 Tower center to mat center (ft):1 Depth of Base BG (ft.):12.5 # Length of Pad (ft.):44 Width of Pad (ft.):44 2.5' Thickness of Pad (ft):2.50 88 #10 88 #10 4.619 Mat Center Concrete Strength (psi):4000 Steel Elastic Modulus:29000 ksi (W)1.00 Tower Center Vertical bar yield (ksi)60 Tie steel yield (ksi):60 44'16.0 Vertical Rebar Size #:11 Tie / Stirrup Size #:4 Qty. of Vertical Rebars:21 Tie Spacing (in):12.0 Pad Rebar Yield (Ksi):60 Pad Steel Rebar Size (#):10 13.76 9.238 Concrete Cover (in.):3 Unit Weight of Concrete:150.0 pcf Rebar at the bottom of the concrete pad:13.856 Qty. of Rebar in Pad (L):88 Qty. of Rebar in Pad (W):88 Rebar at the top of the concret e pad:44'(L) Qty. of Rebar in Pad (L):88 Qty. of Rebar in Pad (W):88 Soil Design Parameters: Soil Unit Weight (pcf ):100.0 Soil Buoyant Weight:50.0 Pcf Water Table B.G.S. (ft):22.0 Unit Weight of Water:62.4 pcf Ultimate Bearing Pressure (psf):6000 Consider ties in concrete shear strength:Yes Consider Soil Lateral Resistance ?Yes Enter soil C (psf) or Phi (deg.):30.0 Deg.(W)Mat Center Tower Center Notes: Depth to ignor lateral resistance 1.0 Ft.44' 1. Dimension unit in sketches is in feet. Allowable overstress %:5.00%TES Engr. Number:Page 2/2 Date: 2/10/2022Mat Foundation Design for Self Supporting Tow er Date Engineer Name: TIA Standard: Structure Height (Ft.):130 SBA Communications Corp H. You TESEngineer Login ID: 2/10/2022 16.381 4.5' 123689 Foundation Info Obtained from: Analysis or Design? 123689 ID10543-A-SBA 22.0 Base Reactions (Factored): Material Properties and Reabr Info: Leg distance (Center-to-Center ft.): TIA-222-H Number of Tower Legs: Apply 1.35 for e/w per G/H:1.35 Foundation Analysis and Design:Uplift Strength Reduction Factor:0.75 Compression Strength Reduction Factor:0.75 18882.87 Total Dry Soil Weight (Kips):1888.29 0.00 Total Buoyant Soil Weight (K ips):0.00 1888.29 Weight from the Concrete Block at Top (K):0.00 5340.99 Total Dry Concrete Weight (Kips):801.15 0.00 Total Buoyant Concrete Weight (Kips):0.00 801.15 Total Vertical Load on Bas e (Kips):2718.25 Load/ Capacity Ratio Calculated Maxium Net Soil Pressure under the base (ps f):702.34 <Allowable Factored Soil Bearing (psf):4500 0.16 OK! Allowable Foundation Overturning Resistance (kips-ft.):53884.8 >Design Factored Momont (kips-ft): 1006 0.02 OK! Factor of Safety Against Overturning (O. R. Moment/Design Moment):53.55 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 (1) Concrete Pier: Load/ Capacity Ratio Vertical Steel Rebar Area (sq. in./each): 1.56 Tie / Stirrup Area (sq. in./each):0.20 Calculated Moment Capacity (Mn,Kips-Ft):2850.4 >Design Factored Moment (Mu, Kips-Ft)-10.7 0.00 OK! Calculated Shear Capacity (Kips):250.9 >Design Factored Shear (Kips):10.7 0.04 OK! Calculated Tension Capacity (Tn, Kips):1769.0 >Design Factored Tension (Tu Kips):90.6 0.05 OK! Calculated Compression Capacity (Pn, Kips):3991.2 >Design Factored Axial Load (Pu Kips):112.3 0.03 OK! Moment & Tension Strength Combination:0.00 OK!Check Tie Spacing (D esign/Req'd):1.00 Pier Reinforcement Ratio:0.014 (2).Concrete Pad: One-Way Design Shear Capacity (L or W Direction, Kips):1321.1 >One-Way Factored Shear (L/W-Dir Kips 1010.4 0.76 OK! One-Way Design Shear Capacity (Diagonal Dir., Kips):1489.9 >One-Way Factored Shear (Dia. Dir, Kips 1000.9 0.67 OK! Lower Steel Pad Reinforcement Ratio (L or W-Direct. ):0.0080 Lower Steel Reinf. Ratio (Dia. Dir.):0.0070 Lower Steel Pad Moment Capacity (L or W-Dir. Kips-ft):12325.2 >Moment at Bottom ( L-Direct. K-Ft):2517.5 0.20 OK! Lower Steel Pad Moment Capacity (Dia. Direction,K-ft):12451.1 >Moment at Bottom ( Dia. Dir. K-Ft):1606.7 0.13 OK! Upper Steel Pad Reinforcement Ratio (L or W -Direction):0.0080 Upper Steel Reinf. Ratio (Dia. Dir.):0.0070 Upper Steel Pad Moment Capacity (L or W-Dir., Kips-ft):12325.2 >Moment at the top (L-Dir Kips-Ft):154.9 0.01 OK! Upper Steel Pad Moment Capacity (Dia. Direction, K-ft):12451.1 >Moment at the top (Dia. Dir., K-Ft):130.8 0.01 OK! Punching Failure Capacity From Down Load (Kips):1263.6 >Punch. Failure Factored Shear (K):112.3 0.09 OK! Punching Failure Capacity From Uplift (Kips):1147.7 >Punch. Failure Factored Shear (K):90.6 0.08 OK! (3). Check Max. eccentricity of Loading: The maximum eccentricity of Loading:0.37 ft.Allowable eccentricity (0.45 W, ft.):19.8 OK! Total Buoyant Soil Volume (cu. Ft.): Reinforcement Ratio is satisfied per ACI Total Dry Soil Volume (cu. Ft.): Total Effective Soil Weight (Kips): Total Dry Concrete Volume (cu. Ft.): Total Buoyant Concrete Volume (cu. Ft.): Total Effective Concrete Weight (Kips): Check Soil Capacities: