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Home My WebLink AboutANALYSIS REPORT - 21-00372 - Crown Castle/T-Mobile Cleartalk - Cell Tower Remodel Addition Date: February 11, 2021 Rob Kulbacki Crown Castle 2000 Corporate Drive, Cannonsburg, PA 15317 (724) 416-9982 Infinigy Engineering, PLLC 1033 Watervliet Shaker Road Albany, NY 12205 518-690-0790 structural@infinigy.com Subject: Mount Analysis Report Carrier Designation: T-Mobile Anchor Carrier Site Number: SL01406A Carrier Site Name: -- Crown Castle Designation: Crown Castle BU Number: 873552 Crown Castle Site Name: N. Rexburg Crown Castle JDE Job Number: 624570 Crown Castle Order Number: 534411 Rev. 0 Engineering Firm Designation: Infinigy Engineering, PLLC Report Designation: 1039-Z0001-B Site Data: 320 Barney Dairy Road, Rexburg, Madison County, ID 83440 Latitude 43◦ 49’ 55.86” Longitude -111◦ 46’ 28.56” Structure Information: Tower Height & Type: 153.3 ft Self-Support Mount Elevation: 105.0 ft Mount Type: 12.0 ft Sector Frames Dear Rob Kulbacki, Infinigy Engineering, PLLC is pleased to submit this “Mount Analysis Report” to determine the structural integrity of T- Mobile’s antenna mounting system with the proposed appurtenance and equipment addition on the abovementioned supporting tower structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: Sector Frame Sufficient This analysis has been performed in accordance with the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 105 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Mount analysis prepared by: Pradin Suinyal Magar, M.S. Respectfully Submitted by: Emmanuel Poulin, PE. 518-690-0790 structural@infinigy.com ID PE License No.P-13471 2/11/21 February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 2 ENG‐FRM‐10208, Rev. B TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity Table 4 - Tieback End Reactions 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 3 ENG‐FRM‐10208, Rev. B 1) INTRODUCTION This is an existing 3 sectors 12.0 ft Sector Frame mount, mapped by Tower Modification Specialists. 2) ANALYSIS CRITERIA Building Code: 2018 IBC TIA-222 Revision: TIA-222- H Risk Category: II Ultimate Wind Speed: 105 mph Exposure Category: C Topographic Factor at Base: 1.000 Topographic Factor at Mount: 1.000 Ice Thickness: 0.25 in Wind Speed with Ice: 50 mph Live Loading Wind Speed: 30 mph Man Live Load at Mid/End-Points: 250 lb Man Live Load at Mount Pipes: 500 lb Table 1 - Proposed Equipment Configuration Mount Centerline (ft) Antenna Centerline (ft) Number of Antennas Antenna Manufacturer Antenna Model Mount / Modification Details 105.0 104.0 3 RFS/CELWAVE APXVAARR24_43- U-NA20 12.0 ft Sector Frames 3 ERICSSON AIR 32 B2A B66AA_T-MOBILE 3 ERICSSON AIR6449 B41_T- MOBILE 3 ERICSSON RADIO 4449 B71 B85A_T-MOBILE 3 ERICSSON ERICSSON RRUS 4415 B25_CCIV2 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Crown Application T-Mobile Application 534411 Rev. 0 CCI Sites Tower Mapping Drawings Tower Modification Specialists CCI Doc ID 8447545 CCI Sites February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 4 ENG‐FRM‐10208, Rev. B 3.1) Analysis Method RISA3D (Version 17.0.4), a commercially available analysis software package, was used to create a three- dimensional model of the antenna mounting system and calculate member stresses for various loading cases. Infinigy Load Calculator V2.1.5, a tool internally developed by Infinigy, was used to calculate wind, seismic and ice loading on all appurtenances, dishes and mount members for various loading cases. Selected output from the analysis is included in Appendix B “Software Input Calculations”. This analysis was performed in accordance with Crown Castle’s ENG-SOW-10208 Tower Mount Analysis (Revision B). 3.2) Assumptions 1) The antenna mounting system was properly fabricated, installed and maintained in good condition in accordance with its original design and manufacturer's specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and the referenced drawings. 3) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 4) The analysis will be required to be revised if the existing conditions in the field differ from those show in the above-referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 5) Prior structural modifications to the tower mounting system are assumed to be insalled as shown per available data. 6) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM 500 (GR B-46) Pipe ASTM A53-B (GR 35) Connection Bolts ASTM A325 This analysis may be affected if any assumptions are not valid or have been made in error. Infinigy Engineering, PLLC should be notified to determine the effect on the structural integrity of the antenna mounting system. 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity (Sector Frame Mount, All Sectors) Notes Component Critical Member Centerline (ft) % Capacity Pass / Fail 1,2 Horizontals H1 104.0 23.9 Pass Standoffs B10 55.0 Pass Mount Pipes MP1 28.7 Pass Tie-backs T1 6.0 Pass Mount Connections -- 30.9 Pass Structure Rating (max from all components) = 55.0% Notes: 1) See additional documentation in "Appendix C - Software Analysis Output" for calculations supporting the % capacity consumed. 2) All sectors are typical 3) Rating per TIA-222-H, Section 15.5 4) A structure rating of 105% or less is within engineering tolerances and considered acceptable. February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 5 ENG‐FRM‐10208, Rev. B Table 4 - Tieback Connection Data Table Tower Connection Node No. Existing / Proposed Resultant End Reaction (lb) Connected Member Type Connected Member Size Member Compressive Capacity (lb) Notes N63A Existing 1,153.5 Leg Pipe 2.5 X-STR 1,2480.0 2,3 Notes: 1) Tieback connection point is within 25% of either end of the connected tower member 2) Tieback connection point is NOT within 25% of either end of the connected tower member 3) Reduced member compressive capacity according to CED-STD-10294 Standard for Installation of Mounts and Appurtenances 4.1) Recommendations The mount has sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 6 ENG‐FRM‐10208, Rev. B APPENDIX A WIRE FRAME AND RENDERED MODELS Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Rendered Feb 11, 2021 at 12:18 PM 873552_loaded.r3d Y XZ Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg WireFrame Feb 11, 2021 at 12:18 PM 873552_loaded.r3d N3 N4 N5 N6 N7 N8 N9 N10 N31 N32 N33 N34 N39 N40 N63A N60B N61B N62A N63B N64A N65A N66A N67A N60C N59 N60D N61C N62B N44 N45 N46 N47 N48 N49 N50 N51 N46A N47A N48A N49A N50A N51A N44A N45A S2 S 4 S1 S 3 H1 B1 B1 0 B3 B8 B5 B6 B 9 B 7 B 2 B 4 H2 T 1 M 3 0 M 3 1 M 2 3 M 2 4 MP 3 M 2 3 A M 2 4 A MP 2 MP 1 M 2 7 M 2 8 Y XZ Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Section Sets Feb 11, 2021 at 12:19 PM 873552_loaded.r3d S t a n do ff S ta n d off S t a n do ff S t a n d o ffHorizontal Mo u n t P i p e Mo u n t P i p e St a n d o f f V e r t i c a l St a n d o f f V e r t i c a l St a n d o f f V e r t i c a l St a n d o f f V e r t i c a l O f f s e t D i a g o n a l O f f s e t D i a g o n a l O f f s e t D i a g o n a l O f f s e t D i a g o n a l Horizontal T i e B a c k R I G I D R I G I D R I G I D R I G I D Mo u n t P i p e R I G I D R I G I D Mo u n t P i p e Mo u n t P i p e R I G I D R I G I D Y XZ Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Member Shapes Feb 11, 2021 at 12:19 PM 873552_loaded.r3d P I P E_2 .0 P I P E _ 2.0 P I P E_2 .0 P I P E _ 2.0PIPE_2.5 PI P E _ 2 . 0 PI P E _ 2 . 0 1. 5 " O D 1 6 G a u g e 1. 5 " O D 1 6 G a u g e 1. 5 " O D 1 6 G a u g e 1. 5 " O D 1 6 G a u g e 1 . 5 " O D 1 6 G a u g e 1 . 5 " O D 1 6 G a u g e 1 .5 " O D 1 6 G a u g e 1 .5 " O D 1 6 G a u g e PIPE_2.5 P I P E _2 .5 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 Y XZ Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Material Sets Feb 11, 2021 at 12:47 PM 873552_loaded.r3d A 5 3 Gr . B A 5 3 G r. B A 5 3 Gr . B A 5 3 G r. BA53 Gr. B A5 3 G r . B A5 3 G r . B A5 3 G r . B A5 3 G r . B A5 3 G r . B A5 3 G r . B A 5 3 G r . B A 5 3 G r . B A 5 3 G r . B A 5 3 G r . B A53 Gr. B A 5 3 G r . B R I G I D R I G I D R I G I D R I G I D A5 3 G r . B R I G I D R I G I D A5 3 G r . B A5 3 G r . B R I G I D R I G I D Y XZ Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Member Lengths Feb 11, 2021 at 12:20 PM 873552_loaded.r3d 7 3 .7 5 4 7 3. 7 5 4 7 3 .7 5 4 7 3.7 5 4 144 41 . 0 0 4 41 . 0 0 4 41 . 0 0 4 41 . 0 0 4 41 . 0 0 4 41 . 0 0 4 5 0 . 1 8 8 5 0 . 1 8 6 5 0 .1 8 8 5 0 .1 8 6 144 1 1 9 .3 4 5 2 .6 2 5 2 .6 2 5 2 .6 2 5 2 .6 2 5 96 2 .6 2 5 2 .6 2 5 72 72 3 3 Y XZ Member Length (in) Displayed Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Self Weight Feb 11, 2021 at 12:20 PM 873552_loaded.r3d -64lb -64lb -57.315lb -57.315lb -46lb -85.98lb -85.98lb -73.21lb Y XZ Loads: BLC 1, Self Weight Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Wind Load AZI 000 Feb 11, 2021 at 12:20 PM 873552_loaded.r3d -189.68lb -189.68lb -73.05lb -73.05lb -47.57lb -88.43lb -88.43lb -50.87lb Y XZ Loads: BLC 2, Wind Load AZI 0 Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Wind Load AZI 090 Feb 11, 2021 at 12:20 PM 873552_loaded.r3d -88.73lb -88.73lb -31.97lb -31.97lb -21.18lb -64.31lb -64.31lb -40.96lb Y XZ Loads: BLC 5, Wind Load AZI 90 Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Distr Wind Load AZI 000 Feb 11, 2021 at 12:21 PM 873552_loaded.r3d -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf-34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf Y XZ Loads: BLC 14, Distr. Wind Load Z Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Distr Wind Load AZI 090 Feb 11, 2021 at 12:21 PM 873552_loaded.r3d -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf-34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf -34.494psf Y XZ Loads: BLC 15, Distr. Wind Load X Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Ice Weight Feb 11, 2021 at 12:21 PM 873552_loaded.r3d -.911lb/ft -.911lb/ft -.911lb/ft -.911lb/ft -1.082lb/ft -.911lb/ft -.911lb/ft -.611lb/ft -.611lb/ft -.611lb/ft-.611lb/ft -.611lb/ft -.611lb/ft -.611lb/ft -.611lb/ft -1.082lb/ft -1.082lb/ft -.096lb/ft -.096lb/ft -.096lb/ft -.096lb/ft -.911lb/ft -.096lb/ft -.096lb/ft -.911lb/ft -.911lb/ft -.096lb/ft -.096lb/ft -31.053lb -31.053lb -10.652lb -10.652lb -7.595lb -13.046lb -13.046lb -10.738lb Y XZ Loads: BLC 16, Ice Weight Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Ice + Wind Load AZI 000 Feb 11, 2021 at 12:22 PM 873552_loaded.r3d -25.61lb -25.61lb -7.21lb -7.21lb -5.5lb -10.16lb -10.16lb -5.91lb Y XZ Loads: BLC 17, Ice Wind Load AZI 0 Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Ice + Wind Load AZI 090 Feb 11, 2021 at 12:22 PM 873552_loaded.r3d -15.7lb -15.7lb -4.52lb -4.52lb -3.15lb -8.79lb -8.79lb -5.31lb Y XZ Loads: BLC 20, Ice Wind Load AZI 90 Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Distr Ice + Wind Load AZI 000 Feb 11, 2021 at 12:22 PM 873552_loaded.r3d -9.671psf -9.671psf -9.671psf -9.671psf -9.349psf -9.671psf -9.671psf -10.749psf -10.749psf -10.749psf-10.749psf -10.749psf -10.749psf -10.749psf -10.749psf -9.349psf -9.349psf -9.671psf -9.671psf -9.671psf Y XZ Loads: BLC 29, Distr. Ice Wind Load Z Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Distr Ice + Wind Load AZI 090 Feb 11, 2021 at 12:22 PM 873552_loaded.r3d -9.671psf -9.671psf -9.671psf -9.671psf -9.349psf -9.671psf -9.671psf -10.749psf -10.749psf -10.749psf-10.749psf -10.749psf -10.749psf -10.749psf -10.749psf -9.349psf -9.349psf -9.671psf -9.671psf -9.671psf Y XZ Loads: BLC 30, Distr. Ice Wind Load X Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Seismic Load AZI 000 Feb 11, 2021 at 12:23 PM 873552_loaded.r3d -35.692lb -35.692lb -31.964lb -31.964lb -25.654lb -47.95lb -47.95lb -40.828lb Y XZ Loads: BLC 31, Seismic Load Z Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Seismic Load AZI 090 Feb 11, 2021 at 12:23 PM 873552_loaded.r3d -35.692lb -35.692lb -31.964lb -31.964lb -25.654lb -47.95lb -47.95lb -40.828lb Y XZ Loads: BLC 32, Seismic Load X Envelope Only Solution Infinigy Engineering, PLLC PSM 1039-Z0001-B N. Rexburg Service Live Load Feb 11, 2021 at 12:25 PM 873552_loaded.r3d -250lb -500lb -500lb -500lb Y XZ Loads: LL - Live Load February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 7 ENG‐FRM‐10208, Rev. B APPENDIX B SOFTWARE INPUT CALCULATIONS Program Inputs 2018 IBC TIA-222-H ASCE 7-16 II 105 mph C N/A mph 50 mph D - Stiff Soil (Assumed)0.25 in 4868.42 ft *Rev H 57.491 psf 34.494 psf 7.822 psf 3 105.00 ft 0.371 g 153.30 ft 0.144 g 0.372 0.222 1.503 2.312 0.950 0.838 *Rev H Only 1.000 *Rev H Only 1.000 1.000 ASCE Standard: Infinigy Load Calculator V2.1.4 1-Second Coeff. (Fv): Short-Period Coeff. (Fa): 1-Second Design (SD1): Short-Period Design (SDS): Topo Feature: CODE STANDARDS SEISMIC DATA WIND AND ICE DATA Ice Wind Pressure: TIA Standard: Topographic Factor (Kzt): Gust Effect Factor (Gh): Rooftop Speed-Up (Ks): Ground Ele. Factor (Ke): Directionality Fact. (Kd): 1-Second Accel. (S1): Short-Period Accel. (Ss): Tower Height AGL: Centerline AGL: Flat Pressure: Base Ice Thickness (ti): Ice Wind (Vice): Design Wind (V): Ultimate Wind (Vult): Building Code: Round Pressure: FACTORS TOPOGRAPHIC DATA SITE INFORMATION Ground Elevation: Site Class: Topo Factor Procedure: Exposure Category: Risk Category: MOUNT INFORMATION Num Sectors: Mount Type:Sector Frame PROJECT INFORMATION N/A Engineer: Carrier: Client: Pradin Suinyal Magar, M.S. T-Mobile Crown Castle Method 1, Category 1 2/11/2021873552_N. Rexburg Program Inputs Elevation Qty.Ka qz (psf)EPAN (ft2)EPAT (ft2)Wind Fz (lbs) Wind Fx (lbs) Weight (lbs) Seismic F (lbs) Member (α sector) 104.0 3 0.90 28.69 14.69 6.87 379.37 177.46 128.00 71.38 MP3 104.0 3 0.90 28.69 6.85 4.98 176.85 128.61 171.96 95.90 MP1 104.0 3 0.90 28.69 5.66 2.48 146.11 63.94 114.63 63.93 MP2 104.0 3 0.90 28.69 1.97 1.59 50.87 40.96 73.21 40.83 MP1 104.0 3 0.90 28.69 1.84 0.82 47.57 21.18 46.00 25.65 MP2 APPURTENANCE INFORMATION Infinigy Load Calculator V2.1.4 ELEVATION VIEW PLAN VIEW ERICSSON RRUS 4415 B25_CCIV2 ERICSSON RADIO 4449 B71 B85A_T-MOBILE ERICSSON AIR6449 B41_T-MOBILE ERICSSON AIR 32 B2A B66AA_T-MOBILE RFS/CELWAVE APXVAARR24_43-U-NA20 Appurtenance Name MP3 MP2 MP1 2/11/2021873552_N. Rexburg ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Default (see Section 11.4.3) Elevation:4868.42 ft (NAVD 88) Latitude: Longitude: 43.832183 -111.7746 Wind Results: Data Source: Date Accessed: Wind Speed: 105 Vmph 10-year MRI 75 Vmph 25-year MRI 81 Vmph 50-year MRI 86 Vmph 100-year MRI 91 Vmph ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4 Tue Feb 09 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. Page 1 of 3https://asce7hazardtool.online/Tue Feb 09 2021 SS : 0.371 S1 : 0.144 Fa : 1.503 Fv : 2.313 SMS : 0.557 SM1 : 0.332 SDS : 0.371 SD1 : 0.221 TL : 6 PGA : 0.157 PGA M : 0.234 FPGA : 1.485 Ie : 1 Cv : 0.947 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum S (g) vs T(s)a MCE Vertical Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Default (see Section 11.4.3) D Data Accessed: Date Source: Tue Feb 09 2021 USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 3https://asce7hazardtool.online/Tue Feb 09 2021 Ice Results: Data Source: Date Accessed: Ice Thickness: 0.25 in. Concurrent Temperature: 5 F Gust Speed: 50 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Tue Feb 09 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Tue Feb 09 2021 February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 8 ENG‐FRM‐10208, Rev. B APPENDIX C SOFTWARE ANALYSIS OUTPUT Company : Infinigy Engineering, PLLC Feb 11, 2021 12:48 PMDesigner : PSM Job Number : 1039-Z0001-B Checked By:_____ Model Name : N. Rexburg Member Primary Data Label I Joint J Joint K Joint Rotate(... Section/Shape Type Design List Material Design Rules 1 S2 N3 N39 Standoff Beam Pipe A53 Gr. B Typical 2 S4 N4 N39 Standoff Beam Pipe A53 Gr. B Typical 3 S1 N5 N40 Standoff Beam Pipe A53 Gr. B Typical 4 S3 N6 N40 Standoff Beam Pipe A53 Gr. B Typical 5 H1 N10 N9 Horizontal Beam Pipe A53 Gr. B Typical 6 B1 N62A N60B Mount Pipe Beam Pipe A53 Gr. B Typical 7 B10 N63B N61B Mount Pipe Beam Pipe A53 Gr. B Typical 8 B3 N33 N31 Standoff Vertical Beam Pipe A53 Gr. B Typical 9 B8 N34 N32 Standoff Vertical Beam Pipe A53 Gr. B Typical 10 B5 N66A N64A Standoff Vertical Beam Pipe A53 Gr. B Typical 11 B6 N67A N65A Standoff Vertical Beam Pipe A53 Gr. B Typical 12 B9 N34 N61B Offset Diagonal Beam Pipe A53 Gr. B Typical 13 B7 N67A N32 Offset Diagonal Beam Pipe A53 Gr. B Typical 14 B2 N33 N60B Offset Diagonal Beam Pipe A53 Gr. B Typical 15 B4 N66A N31 Offset Diagonal Beam Pipe A53 Gr. B Typical 16 H2 N7 N8 Horizontal Beam Pipe A53 Gr. B Typical 17 T1 N63A N60C Tie Back Beam Pipe A53 Gr. B Typical 18 M30 N59 N61C RIGID None None RIGID Typical 19 M31 N60D N62B RIGID None None RIGID Typical 20 M23 N44 N46 RIGID None None RIGID Typical 21 M24 N45 N47 RIGID None None RIGID Typical 22 MP3 N48 N49 Mount Pipe Beam Pipe A53 Gr. B Typical 23 M23A N46A N48A RIGID None None RIGID Typical 24 M24A N47A N49A RIGID None None RIGID Typical 25 MP2 N50 N51 Mount Pipe Beam Pipe A53 Gr. B Typical 26 MP1 N50A N51A Mount Pipe Beam Pipe A53 Gr. B Typical 27 M27 N45A N40 RIGID None None RIGID Typical 28 M28 N44A N39 RIGID None None RIGID Typical Material Takeoff Material Size Pieces Length[in] Weight[LB] 1 General 2 RIGID 8 21.8 0 3 Total General 8 21.8 0 4 5 Hot Rolled Steel 6 A53 Gr. B 1.5" OD 16 Gauge 8 364.8 28.031 7 A53 Gr. B PIPE_2.0 9 617 178.466 8 A53 Gr. B PIPE_2.5 3 407.3 185.969 9 Total HR Steel 20 1389.1 392.465 RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\...\...\02-09-2021\873552_loaded.r3d] Company : Infinigy Engineering, PLLC Feb 11, 2021 12:48 PMDesigner : PSM Job Number : 1039-Z0001-B Checked By:_____ Model Name : N. Rexburg Basic Load Cases BLC Description Category X Gr...Y Gr...Z Gr... Joint Point Distributed Area(Memb... Surface(Plate/Wall) 1 Self Weight DL -1 8 2 Wind Load AZI 0 WLZ 16 3 Wind Load AZI 30 None 16 4 Wind Load AZI 60 None 16 5 Wind Load AZI 90 WLX 16 6 Wind Load AZI 1...None 16 7 Wind Load AZI 1...None 16 8 Wind Load AZI 1...None 16 9 Wind Load AZI 2...None 16 10 Wind Load AZI 2...None 16 11 Wind Load AZI 2...None 16 12 Wind Load AZI 3...None 16 13 Wind Load AZI 3...None 16 14 Distr. Wind Load Z WLZ 28 15 Distr. Wind Load X WLX 28 16 Ice Weight OL1 8 28 17 Ice Wind Load A...OL2 16 18 Ice Wind Load A...None 16 19 Ice Wind Load A...None 16 20 Ice Wind Load A...OL3 16 21 Ice Wind Load A...None 16 22 Ice Wind Load A...None 16 23 Ice Wind Load A...None 16 24 Ice Wind Load A...None 16 25 Ice Wind Load A...None 16 26 Ice Wind Load A...None 16 27 Ice Wind Load A...None 16 28 Ice Wind Load A...None 16 29 Distr. Ice Wind L...OL2 28 30 Distr. Ice Wind L...OL3 28 31 Seismic Load Z ELZ -.558 8 32 Seismic Load X ELX -.558 8 33 Service Live Loa...LL 1 34 Maintenance Loa...LL 1 35 Maintenance Loa...LL 1 36 Maintenance Loa...LL 1 RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\...\...\...\02-09-2021\873552_loaded.r3d] Company : Infinigy Engineering, PLLC Feb 11, 2021 12:48 PMDesigner : PSM Job Number : 1039-Z0001-B Checked By:_____ Model Name : N. Rexburg Load Combinations Description S...P...S...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1.4DL Y...Y 1 1.4 2 1.2DL + 1WL AZI 0 Y...Y 1 1.2 2 1 14 1 15 3 1.2DL + 1WL AZI 30 Y...Y 1 1.2 3 1 14 .866 15 .5 4 1.2DL + 1WL AZI 60 Y...Y 1 1.2 4 1 14 .5 15 .866 5 1.2DL + 1WL AZI 90 Y...Y 1 1.2 5 1 14 15 1 6 1.2DL + 1WL AZI 120 Y...Y 1 1.2 6 1 14 -.5 15 .866 7 1.2DL + 1WL AZI 150 Y...Y 1 1.2 7 1 14 -.8...15 .5 8 1.2DL + 1WL AZI 180 Y...Y 1 1.2 8 1 14 -1 15 9 1.2DL + 1WL AZI 210 Y...Y 1 1.2 9 1 14 -.8...15 -.5 10 1.2DL + 1WL AZI 240 Y...Y 1 1.2 10 1 14 -.5 15 -.8... 11 1.2DL + 1WL AZI 270 Y...Y 1 1.2 11 1 14 15 -1 12 1.2DL + 1WL AZI 300 Y...Y 1 1.2 12 1 14 .5 15 -.8... 13 1.2DL + 1WL AZI 330 Y...Y 1 1.2 13 1 14 .866 15 -.5 14 0.9DL + 1WL AZI 0 Y...Y 1 .9 2 1 14 1 15 15 0.9DL + 1WL AZI 30 Y...Y 1 .9 3 1 14 .866 15 .5 16 0.9DL + 1WL AZI 60 Y...Y 1 .9 4 1 14 .5 15 .866 17 0.9DL + 1WL AZI 90 Y...Y 1 .9 5 1 14 15 1 18 0.9DL + 1WL AZI 120 Y...Y 1 .9 6 1 14 -.5 15 .866 19 0.9DL + 1WL AZI 150 Y...Y 1 .9 7 1 14 -.8...15 .5 20 0.9DL + 1WL AZI 180 Y...Y 1 .9 8 1 14 -1 15 21 0.9DL + 1WL AZI 210 Y...Y 1 .9 9 1 14 -.8...15 -.5 22 0.9DL + 1WL AZI 240 Y...Y 1 .9 10 1 14 -.5 15 -.8... 23 0.9DL + 1WL AZI 270 Y...Y 1 .9 11 1 14 15 -1 24 0.9DL + 1WL AZI 300 Y...Y 1 .9 12 1 14 .5 15 -.8... 25 0.9DL + 1WL AZI 330 Y...Y 1 .9 13 1 14 .866 15 -.5 26 1.2D + 1.0Di Y...Y 1 1.2 16 1 27 1.2D + 1.0Di +1.0Wi AZI 0 Y...Y 1 1.2 16 1 17 1 29 1 30 28 1.2D + 1.0Di +1.0Wi AZI 30 Y...Y 1 1.2 16 1 18 1 29 .866 30 .5 29 1.2D + 1.0Di +1.0Wi AZI 60 Y...Y 1 1.2 16 1 19 1 29 .5 30 .866 30 1.2D + 1.0Di +1.0Wi AZI 90 Y...Y 1 1.2 16 1 20 1 29 30 1 31 1.2D + 1.0Di +1.0Wi AZI 120 Y...Y 1 1.2 16 1 21 1 29 -.5 30 .866 32 1.2D + 1.0Di +1.0Wi AZI 150 Y...Y 1 1.2 16 1 22 1 29 -.8...30 .5 33 1.2D + 1.0Di +1.0Wi AZI 180 Y...Y 1 1.2 16 1 23 1 29 -1 30 34 1.2D + 1.0Di +1.0Wi AZI 210 Y...Y 1 1.2 16 1 24 1 29 -.8...30 -.5 35 1.2D + 1.0Di +1.0Wi AZI 240 Y...Y 1 1.2 16 1 25 1 29 -.5 30 -.8... 36 1.2D + 1.0Di +1.0Wi AZI 270 Y...Y 1 1.2 16 1 26 1 29 30 -1 37 1.2D + 1.0Di +1.0Wi AZI 300 Y...Y 1 1.2 16 1 27 1 29 .5 30 -.8... 38 1.2D + 1.0Di +1.0Wi AZI 330 Y...Y 1 1.2 16 1 28 1 29 .866 30 -.5 39 (1.2 + 0.2Sds)DL + 1.0E AZI 0 Y...Y 1 1.2...31 1 32 40 (1.2 + 0.2Sds)DL + 1.0E AZI 30 Y...Y 1 1.2...31 .866 32 .5 41 (1.2 + 0.2Sds)DL + 1.0E AZI 60 Y...Y 1 1.2...31 .5 32 .866 RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\...\...\...\...\02-09-2021\873552_loaded.r3d] Company : Infinigy Engineering, PLLC Feb 11, 2021 12:48 PMDesigner : PSM Job Number : 1039-Z0001-B Checked By:_____ Model Name : N. Rexburg Load Combinations (Continued) Description S...P...S...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 42 (1.2 + 0.2Sds)DL + 1.0E AZI 90 Y...Y 1 1.2...31 32 1 43 (1.2 + 0.2Sds)DL + 1.0E AZI 1...Y...Y 1 1.2...31 -.5 32 .866 44 (1.2 + 0.2Sds)DL + 1.0E AZI 1...Y...Y 1 1.2...31 -.8...32 .5 45 (1.2 + 0.2Sds)DL + 1.0E AZI 1...Y...Y 1 1.2...31 -1 32 46 (1.2 + 0.2Sds)DL + 1.0E AZI 2...Y...Y 1 1.2...31 -.8...32 -.5 47 (1.2 + 0.2Sds)DL + 1.0E AZI 2...Y...Y 1 1.2...31 -.5 32 -.8... 48 (1.2 + 0.2Sds)DL + 1.0E AZI 2...Y...Y 1 1.2...31 32 -1 49 (1.2 + 0.2Sds)DL + 1.0E AZI 3...Y...Y 1 1.2...31 .5 32 -.8... 50 (1.2 + 0.2Sds)DL + 1.0E AZI 3...Y...Y 1 1.2...31 .866 32 -.5 51 (0.9 - 0.2Sds)DL + 1.0E AZI 0 Y...Y 1 .826 31 1 32 52 (0.9 - 0.2Sds)DL + 1.0E AZI 30 Y...Y 1 .826 31 .866 32 .5 53 (0.9 - 0.2Sds)DL + 1.0E AZI 60 Y...Y 1 .826 31 .5 32 .866 54 (0.9 - 0.2Sds)DL + 1.0E AZI 90 Y...Y 1 .826 31 32 1 55 (0.9 - 0.2Sds)DL + 1.0E AZI 1...Y...Y 1 .826 31 -.5 32 .866 56 (0.9 - 0.2Sds)DL + 1.0E AZI 1...Y...Y 1 .826 31 -.8...32 .5 57 (0.9 - 0.2Sds)DL + 1.0E AZI 1...Y...Y 1 .826 31 -1 32 58 (0.9 - 0.2Sds)DL + 1.0E AZI 2...Y...Y 1 .826 31 -.8...32 -.5 59 (0.9 - 0.2Sds)DL + 1.0E AZI 2...Y...Y 1 .826 31 -.5 32 -.8... 60 (0.9 - 0.2Sds)DL + 1.0E AZI 2...Y...Y 1 .826 31 32 -1 61 (0.9 - 0.2Sds)DL + 1.0E AZI 3...Y...Y 1 .826 31 .5 32 -.8... 62 (0.9 - 0.2Sds)DL + 1.0E AZI 3...Y...Y 1 .826 31 .866 32 -.5 63 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 2 .327 14 .327 15 33 1.5 64 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 3 .327 14 .283 15 .163 33 1.5 65 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 4 .327 14 .163 15 .283 33 1.5 66 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 5 .327 14 15 .327 33 1.5 67 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 6 .327 14 -.1...15 .283 33 1.5 68 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 7 .327 14 -.2...15 .163 33 1.5 69 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 8 .327 14 -.3...15 33 1.5 70 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 9 .327 14 -.2...15 -.1...33 1.5 71 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 10 .327 14 -.1...15 -.2...33 1.5 72 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 11 .327 14 15 -.3...33 1.5 73 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 12 .327 14 .163 15 -.2...33 1.5 74 1.0DL + 1.5LL + 1.0SWL (60 ...Y...Y 1 1 13 .327 14 .283 15 -.1...33 1.5 75 1.2DL + 1.5LL Y...Y 1 1.2 33 1.5 76 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 2 .082 14 .082 15 77 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 3 .082 14 .071 15 .041 78 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 4 .082 14 .041 15 .071 79 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 5 .082 14 15 .082 80 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 6 .082 14 -.0...15 .071 81 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 7 .082 14 -.0...15 .041 82 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 8 .082 14 -.0...15 83 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 9 .082 14 -.0...15 -.0... RISA-3D Version 17.0.4 Page 4 [C:\...\...\...\...\...\...\...\02-09-2021\873552_loaded.r3d] Company : Infinigy Engineering, PLLC Feb 11, 2021 12:48 PMDesigner : PSM Job Number : 1039-Z0001-B Checked By:_____ Model Name : N. Rexburg Load Combinations (Continued) Description S...P...S...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 84 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 10 .082 14 -.0...15 -.0... 85 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 11 .082 14 15 -.0... 86 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 12 .082 14 .041 15 -.0... 87 1.2DL + 1.5LM-MP1 + 1SWL (...Y...Y 1 1.2 34 1.5 13 .082 14 .071 15 -.0... 88 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 2 .082 14 .082 15 89 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 3 .082 14 .071 15 .041 90 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 4 .082 14 .041 15 .071 91 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 5 .082 14 15 .082 92 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 6 .082 14 -.0...15 .071 93 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 7 .082 14 -.0...15 .041 94 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 8 .082 14 -.0...15 95 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 9 .082 14 -.0...15 -.0... 96 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 10 .082 14 -.0...15 -.0... 97 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 11 .082 14 15 -.0... 98 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 12 .082 14 .041 15 -.0... 99 1.2DL + 1.5LM-MP2 + 1SWL (...Y...Y 1 1.2 35 1.5 13 .082 14 .071 15 -.0... 100 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 2 .082 14 .082 15 101 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 3 .082 14 .071 15 .041 102 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 4 .082 14 .041 15 .071 103 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 5 .082 14 15 .082 104 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 6 .082 14 -.0...15 .071 105 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 7 .082 14 -.0...15 .041 106 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 8 .082 14 -.0...15 107 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 9 .082 14 -.0...15 -.0... 108 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 10 .082 14 -.0...15 -.0... 109 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 11 .082 14 15 -.0... 110 1.2DL + 1.5LM-MP3 + 1SWL (...Y...Y 1 1.2 36 1.5 12 .082 14 .041 15 -.0... Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N63A ...154....10 38.249 29 1143....10 0 110 0 110 0 110 2 ...-152...16 22.191 60 -1153...4 0 1 0 1 0 1 3 N44A ...955....103 864.319 82 2532....101 0 110 238.801 103 0 110 4 ...-121...85 286.925 14 110.4...21 0 1 -303.633 85 0 1 5 N45A ...123...79 985.202 88 247.8...15 0 110 309.417 79 0 110 6 ...-978...109 324.168 20 -2687...9 0 1 -244.632 109 0 1 7 Totals:...966....17 1861.5 110 1465....14 8 ...-966...11 764.755 53 -1465...8 RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\...\...\...\...\02-09-2021\873552_loaded.r3d] Company : Infinigy Engineering, PLLC Feb 11, 2021 12:48 PMDesigner : PSM Job Number : 1039-Z0001-B Checked By:_____ Model Name : N. Rexburg Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC She... Loc[in] Dir LC phi*Pn...phi*P... phi*M...phi*Mn ... Cb Eqn 1 B10 PIPE_2.0 .550 20.502 4 .068 0 4 27932...32130 1871....1871.6251.3...H1-1b 2 MP1 PIPE_2.0 .287 22.737 93 .051 22.737 8 20866...32130 1871....1871.6252.2...H1-1b 3 S2 PIPE_2.0 .282 65.99 81 .165 7.764 81 20427...32130 1871....1871.6251.9...H1-1b 4 S1 PIPE_2.0 .279 65.99 80 .172 73.754 76 20427...32130 1871....1871.6252.0...H1-1b 5 B3 1.5" OD 16 ....271 22.66 80 .011 0 81 6117....8536.5 325.5 325.5 1.1...H1-1a 6 S3 PIPE_2.0 .268 65.99 110 .169 73.754 100 20427...32130 1871....1871.6252.0...H1-1b 7 S4 PIPE_2.0 .268 65.99 103 .160 7.764 106 20427...32130 1871....1871.6251.9...H1-1b 8 B8 1.5" OD 16 ....258 22.66 110 .012 41.004 81 6117....8536.5 325.5 325.5 1.1...H1-1a 9 MP3 PIPE_2.0 .257 27.789 8 .041 68.211 88 14916...32130 1871....1871.6253.6...H1-1b 10 B4 1.5" OD 16 ....246 25.093 76 .038 0 9 5182....8536.5 325.5 325.5 1.1...H1-1a 11 H1 PIPE_2.5 .239 72 93 .074 22.737 100 15797...50715 3596....3596.25 1.82H1-1b 12 B2 1.5" OD 16 ....237 25.094 76 .044 0 8 5182....8536.5 325.5 325.5 1.1...H1-1a 13 B7 1.5" OD 16 ....236 25.093 100 .027 50.186 8 5182....8536.5 325.5 325.5 1.1...H1-1a 14 H2 PIPE_2.5 .228 72 92 .098 18.947 8 15797...50715 3596....3596.25 1.8...H1-1b 15 B9 1.5" OD 16 ....225 25.094 100 .042 50.188 9 5182....8536.5 325.5 325.5 1.1...H1-1a 16 B5 1.5" OD 16 ....131 41.004 82 .012 0 81 6117....8536.5 325.5 325.5 1 H1-1... 17 B6 1.5" OD 16 ....125 41.004 107 .014 0 81 6117....8536.5 325.5 325.5 1.1...H1-1... 18 MP2 PIPE_2.0 .117 22.737 8 .029 22.737 81 20866...32130 1871....1871.6252.3...H1-1b 19 T1 PIPE_2.5 .060 59.672 11 .003 119.345 11 22573...50715 3596....3596.25 1.1...H1-1b 20 B1 PIPE_2.0 .030 41.004 87 .010 0 80 27932...32130 1871....1871.6251.1...H1-1... RISA-3D Version 17.0.4 Page 6 [C:\...\...\...\...\...\...\...\02-09-2021\873552_loaded.r3d] February 11, 2021 12.0 ft Sector Frame Mount Analysis CCI BU No 873552 Order 534411, Revision 0 Page 9 ENG‐FRM‐10208, Rev. B APPENDIX D ADDITIONAL CALCUATIONS Bolt Calculation Tool, V1.4 Site Name: Site Number:Tensile Strength 6385.43 Job Code:Shear Strength 4417.86 Connection Description:Tensile Usage*17.1% Shear Usage*8.2% Interaction Check*0.04 ≤1.0 Bolt Tension:1146.93 lbs Result Pass Bolt Shear:382.20 lbs Sliding Force:929.90 lbs Torsion About Leg:308.73 lbs-ft Torsional Resistance 953.03 Sliding Resistance 7955.76 Torsional Usage*30.9% Bolt Type:U-Bolt -Sliding Usage*11.1% Bolt Diameter:0.5 in Interaction Check*0.11 ≤1.0 Bolt Grade:A307 -Result Pass # of U-Bolts:2 -*Usage per TIA-222-H Section 15.5 Leg Diameter:2.875 in Threads Excluded?No - BOLT CHECK APPLIED LOADS SLIP CHECK BOLT PROPERTIES PROJECT DATA N. Rexburg 873552 1039-Z0001-B Sector Frame to Tower Leg Bolt Calculation Tool, V1.4 Site Name: Site Number:Tensile Strength 6385.43 Job Code:Shear Strength 4417.86 Connection Description:Tensile Usage 4.6% Shear Usage 0.3% Interaction Check 0.00 ≤1.05 Bolt Tension:290.75 lbs Result Pass Bolt Shear:11.81 lbs Sliding Force:38.07 lbs Torsion About Leg:0.00 lbs-ft Torsional Resistance 1112.54 Sliding Resistance 9287.31 Torsional Usage 0.0% Bolt Type:U-Bolt -Sliding Usage 0.4% Bolt Diameter:0.5 in Interaction Check 0.00 ≤1.05 Bolt Grade:A307 -Result Pass # of U-Bolts:2 - Leg Diameter:2.875 in Threads Excluded?No - BOLT CHECK APPLIED LOADS SLIP CHECK BOLT PROPERTIES PROJECT DATA N. Rexburg 873552 1039-Z0001-B Tie-back Connection