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HomeMy WebLinkAboutSA0.1_Structural Analysis V1Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com This report was prepared for American Tower Corporation by Structural Analysis Report Structure : 100 ft Concealment Tower ATC Site Name : BOI FOXTAIL ID,ID ATC Site Number : 415255 Engineering Number : 13685321_C3_05 Proposed Carrier : DISH WIRELESS L.L.C. Carrier Site Name : SLBOI00020B Carrier Site Number : SLBOI00020B Site Location : 6300 N. Meridian Road MERIDIAN, ID 8368646-5902 43.6608, -116.3896 County : Ada Date : September 13, 2021 Max Usage : 62% Result : Pass Prepared By: Prathamesh Padwal Telamon CLS Reviewed By: 09/17/2021 Digitally signed by Tyler M. Barker PE Date: 2021.09.17 14:40:52-04'00' 11/15/21 A-2021-0205 Eng. Number 13685321_C3_05 September 16, 2021 Page. 2 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Table of Contents Introduction...................................................................................................................................3 Supporting Documents ..................................................................................................................3 Analysis..........................................................................................................................................3 Conclusion .....................................................................................................................................3 Existing and Reserved Equipment..................................................................................................4 Equipment to be Removed............................................................................................................4 Proposed Equipment .....................................................................................................................4 Structure Usages............................................................................................................................5 Foundations...................................................................................................................................5 Standard Conditions ......................................................................................................................6 Calculations …………………………………………………………..Attached 11/15/21 A-2021-0205 Eng. Number 13685321_C3_05 September 16, 2021 Page. 3 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 100 ft Concealment Tower to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Ehresmann Job #80020, dated December 22, 2009 Mapping by TEP Project #154588.363237, dated February 19, 2020 Foundation Drawing Ehresmann Job #80020, dated December 22, 2009 Geotechnical Report Western Technologies Job #2138JT102, dated December 23, 2008 Modifications TEP Project #154558.363238, dated March 20, 2020 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 102 mph (3-second gust, Vult) Basic Wind Speed w/ Ice: 40 mph (3-second gust) w/ 0.5" radial ice concurrent Code: ANSI/TIA-222-H/ 2018 IBC Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss =0.30, S1 = 0.11 Site Class: D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. 11/15/21 A-2021-0205 Eng. Number 13685321_C3_05 September 16, 2021 Page. 4 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Existing and Reserved Equipment Elev.1 (ft) Qty Equipment Mount Type Lines Carrier 3 Nokia AirScale RRH 4T4R B5 160W AHCA 3 Nokia RRH 4T4R B30 100W AHNA (34.2 lbs) 3 Raycap DC6-48-60-18-8F ("Squid") 3 Nokia AirScale Dual RRH 4T4R B25/66 320W AHFIB (66.1lbs) 3 Nokia Airscale Dual RRH 4T4R B12/B14 320W AHLBA 96.0 6 Commscope NNH4-65C-R6 (102.1 lbs) Platform With Concealment Panels (3) 0.39" (10mm) Fiber Trunk (6) 0.78" (19.7mm) 8 AWG 6 AT&T MOBILITY 6 Ericsson 8843 Rev 2 6 Ericsson Radio 4449 - B13&B5 2 RFS DB-B1-6C-12AB-0Z (32 lbs.) 6 Amphenol Antel LPD-6513 76.0 6 Commscope NHH-65C-R2B Platform With Concealment Panels (1) 1 1/4" Hybriflex Cable (18) 7/8" Coax VERIZON WIRELESS Equipment to be Removed Elev.1 (ft) Qty Equipment Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.1 (ft) Qty Equipment Mount Type Lines Carrier 1 Raycap RDIDC-9181-PF-48 3 Fujitsu TA08025-B605 3 Fujitsu TA08025-B604 86.0 3 Commscope FFVV-65B-R2 Platform With Concealment Panels (1) 1.41" (35.8mm) Hybrid DISH WIRELESS L.L.C. 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside a leg shaft. 11/15/21 A-2021-0205 Eng. Number 13685321_C3_05 September 16, 2021 Page. 5 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Structure Usage Structural Component Controlling Usage Pass/Fail Legs 54% Pass Horizontals 62% Pass Flange Plates 41% Pass Flange Bolts 44% Pass Base Plate 39% Pass Anchor Bolts 60% Pass Foundation Reaction Component Analysis Reactions % of Usage Moment (kip-ft) 248.6 25% Axial (Kips) 131.2 14% Uplift (Kips) 93.7 28% Shear (Kips) 11.3 13% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. 11/15/21 A-2021-0205 Eng. Number 13685321_C3_05 September 16, 2021 Page. 6 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. 11/15/21 A-2021-0205 Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID SK-1 Sep 16, 2021 41125-13685321_C3_05-01-STR.rt3 11/15/21 A-2021-0205 Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID SK-2 Sep 16, 2021 41125-13685321_C3_05-01-STR.rt3 11/15/21 A-2021-0205 Company Designer Job Number Model Name : : : : Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID Checked By : DWC RISA-3D Version 19 [ 41125-13685321_C3_05-01-STR.rt3 ] Page 1 Basic Load Cases BLC Description Category Y Gravity Nodal Point Distributed 1 Dead None -1 42 153 102 2 No Ice Wind 0 deg None 36 12 21 3 No Ice Wind 30 deg None 72 24 42 4 No Ice Wind 60 deg None 72 24 42 5 No Ice Wind 90 deg None 36 12 21 6 No Ice Wind 120 deg None 72 24 42 7 No Ice Wind 150 deg None 72 24 42 8 No Ice Wind 180 deg None 36 12 21 9 No Ice Wind 210 deg None 72 24 42 10 No Ice Wind 240 deg None 72 24 42 11 No Ice Wind 270 deg None 36 12 21 12 No Ice Wind 300 deg None 72 24 42 13 No Ice Wind 330 deg None 72 24 42 14 Ice None 42 153 144 15 Temperature Drop None 42 16 Ice Wind 0 deg None 36 12 21 17 Ice Wind 30 deg None 72 24 42 18 Ice Wind 60 deg None 72 24 42 19 Ice Wind 90 deg None 36 12 21 20 Ice Wind 120 deg None 72 24 42 21 Ice Wind 150 deg None 72 24 42 22 Ice Wind 180 deg None 36 12 21 23 Ice Wind 210 deg None 72 24 42 24 Ice Wind 240 deg None 72 24 42 25 Ice Wind 270 deg None 36 12 21 26 Ice Wind 300 deg None 72 24 42 27 Ice Wind 330 deg None 72 24 42 28 Service Wind 0 deg None 36 21 29 Service Wind 30 deg None 72 42 30 Service Wind 60 deg None 72 42 31 Service Wind 90 deg None 36 21 32 Service Wind 120 deg None 72 42 33 Service Wind 150 deg None 72 42 34 Service Wind 180 deg None 36 21 35 Service Wind 210 deg None 72 42 36 Service Wind 240 deg None 72 42 37 Service Wind 270 deg None 36 21 38 Service Wind 300 deg None 72 42 39 Service Wind 330 deg None 72 42 Load Combinations Description SolvePDeltaBLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCBLCBLC 1 Dead Only Yes Y 1 1 40 1 41 1 0 0 0 0 0 0 2 1.2 Dead+1.0 Wind 0 deg - No Ice Yes Y 1 1.2 2 1 40 1.2 41 1 0 0 0 0 0 3 0.9 Dead+1.0 Wind 0 deg - No Ice Yes Y 1 0.9 2 1 40 0.9 41 1 0 0 0 0 0 Company Designer Job Number Model Name : : : : Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID Checked By : DWC RISA-3D Version 19 [ 41125-13685321_C3_05-01-STR.rt3 ] Page 2 Load Combinations (Continued) Description SolvePDeltaBLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCBLCBLC 17 0.9 Dead+1.0 Wind 210 deg - No Ice Yes Y 1 0.9 9 1 40 0.9 41 1 0 0 0 0 0 18 1.2 Dead+1.0 Wind 240 deg - No Ice Yes Y 1 1.2 10 1 40 1.2 41 1 0 0 0 0 0 19 0.9 Dead+1.0 Wind 240 deg - No Ice Yes Y 1 0.9 10 1 40 0.9 41 1 0 0 0 0 0 20 1.2 Dead+1.0 Wind 270 deg - No Ice Yes Y 1 1.2 11 1 40 1.2 41 1 0 0 0 0 0 21 0.9 Dead+1.0 Wind 270 deg - No Ice Yes Y 1 0.9 11 1 40 0.9 41 1 0 0 0 0 0 22 1.2 Dead+1.0 Wind 300 deg - No Ice Yes Y 1 1.2 12 1 40 1.2 41 1 0 0 0 0 0 23 0.9 Dead+1.0 Wind 300 deg - No Ice Yes Y 1 0.9 12 1 40 0.9 41 1 0 0 0 0 0 24 1.2 Dead+1.0 Wind 330 deg - No Ice Yes Y 1 1.2 13 1 40 1.2 41 1 0 0 0 0 0 25 0.9 Dead+1.0 Wind 330 deg - No Ice Yes Y 1 0.9 13 1 40 0.9 41 1 0 0 0 0 0 26 1.2 Dead+1.0 Ice+1.0 Temp Yes Y 1 1.2 14 1 15 1 40 1.2 41 1 0 0 0 0 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 16 1 14 1 15 1 40 1.2 41 1 0 0 0 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 17 1 14 1 15 1 40 1.2 41 1 0 0 0 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 18 1 14 1 15 1 40 1.2 41 1 0 0 0 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 19 1 14 1 15 1 40 1.2 41 1 0 0 0 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 20 1 14 1 15 1 40 1.2 41 1 0 0 0 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 21 1 14 1 15 1 40 1.2 41 1 0 0 0 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 22 1 14 1 15 1 40 1.2 41 1 0 0 0 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 23 1 14 1 15 1 40 1.2 41 1 0 0 0 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 24 1 14 1 15 1 40 1.2 41 1 0 0 0 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 25 1 14 1 15 1 40 1.2 41 1 0 0 0 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 26 1 14 1 15 1 40 1.2 41 1 0 0 0 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp Yes Y 1 1.2 27 1 14 1 15 1 40 1.2 41 1 0 0 0 39 Dead+Wind 0 deg - Service Yes Y 1 1 28 1 40 1 41 1 0 0 0 0 0 40 Dead+Wind 30 deg - Service Yes Y 1 1 29 1 40 1 41 1 0 0 0 0 0 41 Dead+Wind 60 deg - Service Yes Y 1 1 30 1 40 1 41 1 0 0 0 0 0 42 Dead+Wind 90 deg - Service Yes Y 1 1 31 1 40 1 41 1 0 0 0 0 0 43 Dead+Wind 120 deg - Service Yes Y 1 1 32 1 40 1 41 1 0 0 0 0 0 44 Dead+Wind 150 deg - Service Yes Y 1 1 33 1 40 1 41 1 0 0 0 0 0 45 Dead+Wind 180 deg - Service Yes Y 1 1 34 1 40 1 41 1 0 0 0 0 0 46 Dead+Wind 210 deg - Service Yes Y 1 1 35 1 40 1 41 1 0 0 0 0 0 47 Dead+Wind 240 deg - Service Yes Y 1 1 36 1 40 1 41 1 0 0 0 0 0 48 Dead+Wind 270 deg - Service Yes Y 1 1 37 1 40 1 41 1 0 0 0 0 0 49 Dead+Wind 300 deg - Service Yes Y 1 1 38 1 40 1 41 1 0 0 0 0 0 50 Dead+Wind 330 deg - Service Yes Y 1 1 39 1 40 1 41 1 0 0 0 0 0 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A53-B-35 29000 11200 0.295 0.65 0.49 35 1.5 58 1.2 2 A36 29000 11200 0.295 0.65 0.49 36 1.5 58 1.2 3 A500-42 29000 11200 0.295 0.65 0.49 42 1.3 58 1.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 TWR_LEG_T1 P24x1/4 Column Pipe A53-B-35 Typical 18.653 1315.3431315.343 2630.685 2 TWR_TOP_GIRT_T1 C12X30 Beam Channel A36 Typical 8.81 5.12 162 0.861 3 TWR_BOT_GIRT_T2 C12X30 Beam Channel A36 Typical 8.81 5.12 162 0.861 Company Designer Job Number Model Name : : : : Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID Checked By : DWC RISA-3D Version 19 [ 41125-13685321_C3_05-01-STR.rt3 ] Page 3 Hot Rolled Steel Design Parameters Label Shape Length [ft] Lb y-y [ft] Lb z-z [ft] Lcomp top [ft] Lcomp bot [ft] K y-y K z-z y sway z sway Function 1 M1 TWR_LEG_T1 9.25 8.5 8.5 8.5 8.5 1 1 Lateral 2 M2 TWR_LEG_T1 9.25 8.5 8.5 8.5 8.5 1 1 Lateral 3 M3 TWR_LEG_T1 9.25 8.5 8.5 8.5 8.5 1 1 Lateral 4 M4 TWR_TOP_GIRT_T1 15 15 15 15 15 1 1 Lateral 5 M5 TWR_TOP_GIRT_T1 15 15 15 15 15 1 1 Lateral 6 M6 TWR_TOP_GIRT_T1 15 15 15 15 15 1 1 Lateral 7 M7 TWR_BOT_GIRT_T2 15 15 15 15 15 1 1 Lateral 8 M8 TWR_BOT_GIRT_T2 15 15 15 15 15 1 1 Lateral 9 M9 TWR_BOT_GIRT_T2 15 15 15 15 15 1 1 Lateral 10 M10 TWR_LEG_T2 10 10 10 10 10 1 1 Lateral 11 M11 TWR_LEG_T2 10 10 10 10 10 1 1 Lateral 12 M12 TWR_LEG_T2 10 10 10 10 10 1 1 Lateral 13 M13 TWR_LEG_T3 6.858 5.858 5.858 5.858 5.858 1 1 Lateral 14 M14 TWR_LEG_T3 6.858 5.858 5.858 5.858 5.858 1 1 Lateral 15 M15 TWR_LEG_T3 6.858 5.858 5.858 5.858 5.858 1 1 Lateral 16 M16 TWR_TOP_GIRT_T3 15 15 15 15 15 1 1 Lateral 17 M17 TWR_TOP_GIRT_T3 15 15 15 15 15 1 1 Lateral 18 M18 TWR_TOP_GIRT_T3 15 15 15 15 15 1 1 Lateral 19 M19 TWR_LEG_T4 6.417 6.417 6.417 6.417 6.417 1 1 Lateral 20 M20 TWR_LEG_T4 6.417 6.417 6.417 6.417 6.417 1 1 Lateral 21 M21 TWR_LEG_T4 6.417 6.417 6.417 6.417 6.417 1 1 Lateral 22 M22 TWR_TOP_GIRT_T4 15 15 15 15 15 1 1 Lateral 23 M23 TWR_TOP_GIRT_T4 15 15 15 15 15 1 1 Lateral 24 M24 TWR_TOP_GIRT_T4 15 15 15 15 15 1 1 Lateral 25 M25 TWR_LEG_T5 2.83 2.83 2.83 2.83 2.83 1 1 Lateral 26 M26 TWR_LEG_T5 2.83 2.83 2.83 2.83 2.83 1 1 Lateral 27 M27 TWR_LEG_T5 2.83 2.83 2.83 2.83 2.83 1 1 Lateral 28 M28 TWR_TOP_GIRT_T5 15 15 15 15 15 1 1 Lateral 29 M29 TWR_TOP_GIRT_T5 15 15 15 15 15 1 1 Lateral 30 M30 TWR_TOP_GIRT_T5 15 15 15 15 15 1 1 Lateral 31 M31 TWR_LEG_T6 23.77 23.77 23.77 23.77 23.77 1 1 Lateral 32 M32 TWR_LEG_T6 23.77 23.77 23.77 23.77 23.77 1 1 Lateral 33 M33 TWR_LEG_T6 23.77 23.77 23.77 23.77 23.77 1 1 Lateral 34 M34 TWR_TOP_GIRT_T6 15 15 15 15 15 1 1 Lateral 35 M35 TWR_TOP_GIRT_T6 15 15 15 15 15 1 1 Lateral 36 M36 TWR_TOP_GIRT_T6 15 15 15 15 15 1 1 Lateral 37 M37 TWR_LEG_T7 40.875 39.875 39.875 39.875 39.875 1 1 Lateral 38 M38 TWR_LEG_T7 40.875 39.875 39.875 39.875 39.875 1 1 Lateral 39 M39 TWR_LEG_T7 40.875 39.875 39.875 39.875 39.875 1 1 Lateral 40 M40 TWR_TOP_GIRT_T7 15 15 15 15 15 1 1 Lateral 41 M41 TWR_TOP_GIRT_T7 15 15 15 15 15 1 1 Lateral 42 M42 TWR_TOP_GIRT_T7 15 15 15 15 15 1 1 Lateral Member Advanced Data Label Physical Deflection Ratio Options Seismic DR Company Designer Job Number Model Name : : : : Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID Checked By : DWC RISA-3D Version 19 [ 41125-13685321_C3_05-01-STR.rt3 ] Page 4 Member Advanced Data (Continued) Label Physical Deflection Ratio Options Seismic DR 14 M14 Yes ** NA ** None 15 M15 Yes ** NA ** None 16 M16 Yes None 17 M17 Yes None 18 M18 Yes None 19 M19 Yes ** NA ** None 20 M20 Yes ** NA ** None 21 M21 Yes ** NA ** None 22 M22 Yes None 23 M23 Yes None 24 M24 Yes None 25 M25 Yes ** NA ** None 26 M26 Yes ** NA ** None 27 M27 Yes ** NA ** None 28 M28 Yes None 29 M29 Yes None 30 M30 Yes None 31 M31 Yes ** NA ** None 32 M32 Yes ** NA ** None 33 M33 Yes ** NA ** None 34 M34 Yes None 35 M35 Yes None 36 M36 Yes None 37 M37 Yes ** NA ** None 38 M38 Yes ** NA ** None 39 M39 Yes ** NA ** None 40 M40 Yes None 41 M41 Yes None 42 M42 Yes None Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N28 Reaction Reaction Reaction Reaction Reaction Reaction 2 N29 Reaction Reaction Reaction Reaction Reaction Reaction 3 N30 Reaction Reaction Reaction Reaction Reaction Reaction Envelope Node Reactions Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N28 max 10.33 20 131.215 18 9.394 3 212.242 2 0.004 20 232.27 8 2 min -11.192 9 -93.208 7 -8.68 15 -208.183 14 -0.004 4 -232.923 20 3 N29 max 11.192 21 131.215 10 9.394 3 212.242 2 0.004 24 232.923 8 4 min -10.33 8 -93.208 23 -8.68 15 -208.183 14 -0.004 8 -232.27 20 5 N30 max 8.092 21 130.539 2 11.337 2 248.596 2 0.006 20 197.34 8 6 min -8.092 9 -93.716 15 -12.081 14 -242.683 14 -0.006 8 -197.34 20 7 Totals: max 29.609 21 60.25 34 30.115 3 8 min -29.609 9 45.021 5 -29.44 15 Company Designer Job Number Model Name : : : : Telamon CLS Prathamesh Padwal 13685321_C3_05 41125 - BOI FOXTAIL ID, ID Checked By : DWC RISA-3D Version 19 [ 41125-13685321_C3_05-01-STR.rt3 ] Page 5 Envelope AISC 3RD: LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft]Cb Eqn 9 M18 W12X50 0.583 0 4 0.156 0 y 4 287.061 473.04 56.439 173.035 1 H1-1b 10 M32 P24x1/4 0.542 0 10 0.051 0 10 585.325 705.091 396.684 396.684 1 HSS 7.1-2 11 M31 P24x1/4 0.542 0 18 0.051 0 18 585.325 705.091 396.684 396.684 1 HSS 7.1-2 12 M33 P24x1/4 0.542 0 2 0.051 0 2 585.325 705.091 396.684 396.684 1 HSS 7.1-2 13 M38 P24x3/8 0.479 0 10 0.038 0 10 812.28 1052.07 623.717 623.717 1 HSS 7.1-2 14 M37 P24x3/8 0.479 0 18 0.038 0 18 812.28 1052.07 623.717 623.717 1 HSS 7.1-2 15 M39 P24x3/8 0.479 0 2 0.038 0 2 812.28 1052.07 623.717 623.717 1 HSS 7.1-2 16 M4 C12X30 0.432 0 20 0.027 0 y 20 33.716 285.444 8.308 52.812 1 H1-1b 17 M5 C12X30 0.432 15 24 0.027 15 y 24 33.716 285.444 8.308 52.812 1 H1-1b 18 M6 C12X30 0.432 0 4 0.027 0 y 4 33.716 285.444 8.308 52.812 1 H1-1b 19 M14 P24x1/4 0.373 5.85810 0.04 0 10 623.096 705.091 396.684 396.684 1 HSS 7.1-2 20 M13 P24x1/4 0.373 5.85818 0.04 0 18 623.096 705.091 396.684 396.684 1 HSS 7.1-2 21 M15 P24x1/4 0.373 5.858 2 0.04 0 2 623.096 705.091 396.684 396.684 1 HSS 7.1-2 22 M34 HSS4x4x1/4 0.355 0 20 0.02 15 y 8 50.922 127.386 14.774 14.774 1 HSS 7.1-2 23 M35 HSS4x4x1/4 0.355 15 24 0.02 15 y 24 50.922 127.386 14.774 14.774 1 HSS 7.1-2 24 M36 HSS4x4x1/4 0.355 0 4 0.02 0 y 4 50.922 127.386 14.774 14.774 1 HSS 7.1-2 25 M29 HSS4x4x1/4 0.333 15 24 0.018 15 y 24 50.922 127.386 14.774 14.774 1 HSS 7.1-2 26 M30 HSS4x4x1/4 0.333 0 4 0.018 0 y 4 50.922 127.386 14.774 14.774 1 HSS 7.1-2 27 M28 HSS4x4x1/4 0.333 0 20 0.018 15 y 8 50.922 127.386 14.774 14.774 1 HSS 7.1-2 28 M20 P24x1/4 0.267 6.41710 0.035 0 16 622.593 705.091 396.684 396.684 1 HSS 7.1-2 29 M19 P24x1/4 0.267 6.41718 0.035 0 12 622.593 705.091 396.684 396.684 1 HSS 7.1-2 30 M21 P24x1/4 0.266 6.417 2 0.035 0 8 622.593 705.091 396.684 396.684 1 HSS 7.1-2 31 M24 HSS4x4x1/4 0.263 0 4 0.014 0 y 4 50.922 127.386 14.774 14.774 1 HSS 7.1-2 32 M23 HSS4x4x1/4 0.263 15 24 0.014 15 y 24 50.922 127.386 14.774 14.774 1 HSS 7.1-2 33 M22 HSS4x4x1/4 0.263 0 20 0.014 0 y 20 50.922 127.386 14.774 14.774 1 HSS 7.1-2 34 M26 P24x1/4 0.186 2.83 10 0.04 0 4 625.031 705.091 396.684 396.684 1 HSS 7.1-2 35 M25 P24x1/4 0.186 2.83 18 0.04 0 24 625.031 705.091 396.684 396.684 1 HSS 7.1-2 36 M27 P24x1/4 0.186 2.83 2 0.04 0 8 625.031 705.091 396.684 396.684 1 HSS 7.1-2 37 M11 P24x1/4 0.177 10 10 0.043 0 10 545.928 587.576 339.137 339.137 1 HSS 7.1-2 38 M10 P24x1/4 0.177 10 18 0.043 0 18 545.928 587.576 339.137 339.137 1 HSS 7.1-2 39 M12 P24x1/4 0.177 10 2 0.043 0 2 545.928 587.576 339.137 339.137 1 HSS 7.1-2 40 M3 P24x1/4 0.107 8.479 2 0.024 0 2 547.504 587.576 339.137 339.137 1 HSS 7.1-2 41 M2 P24x1/4 0.107 8.47910 0.024 0 10 547.504 587.576 339.137 339.137 1 HSS 7.1-2 42 M1 P24x1/4 0.107 8.47918 0.024 0 18 547.504 587.576 339.137 339.137 1 HSS 7.1-2 11/15/21 A-2021-0205 Telamon CLS 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Job: 41125 - BOI FOXTAIL ID, ID Project: 13685321_C3_05 Client: DISH WIRELESS L.L.C Drawn by: Prathamesh Padwal App'd: Code: TIA-222-H Date: 09/16/21 Scale: NTS Path: C:\Users\prathamesh.padwal\Dropbox (Telamon)\_TTI LLP Share Folder\STR - Mounts + MMOD\41125\415255\13685321 DISH WIRELESS L.L.C\FEM\TNX\41125-13685321_C3_05-01-STR.eri Dwg No. E-1 100.0 ft 90.8 ft 80.8 ft 73.9 ft 67.5 ft 64.6 ft 40.9 ft 0.0 ft Section T7 T6 T5 T4 T3 T2 T1 Legs P24x3/8 P24x1/4 Leg Grade A500-42 A53-B-35 Diagonals N.A. Diagonal Grade N.A. Top Girts W24x84 HSS4x4x1/4 W12x50 N.A. C12x30 Bottom Girts N.A. C12x30 Face Width (ft) 15 # Panels @ (ft) 1 @ 39.875 1 @ 23.77 1 @ 2.83 1 @ 6.417 1 @ 5.858 1 @ 10 1 @ 8.5 Weight (lb) 33154.5 15395.8 5042.3 1054.9 1738.0 3556.8 1904.2 4462.5 TOWER DESIGN NOTES 1. Tower is located in Ada County, Idaho. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 102 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 40 mph basic wind with 0.50 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 11/15/21 A-2021-0205 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 1 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Input Data The main tower is a 3x free standing tower with an overall height of 100.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 15.00 ft at the top and 15.00 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Ada County, Idaho. Tower base elevation above sea level: 2591.00 ft. Basic wind speed of 102 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 0.5000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles √ Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 2 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Leg C Leg B Leg A Face A Face B Face C Triangular Tower Wind Normal Wind 90 Wind 180 Z X Tower Section Geometry Tower Section Tower Elevation ft Assembly Database Description Section Width ft Number of Sections Section Length ft T1 100.00-90.75 15.00 1 9.25 T2 90.75-80.75 15.00 1 10.00 T3 80.75-73.89 15.00 1 6.86 T4 73.89-67.48 15.00 1 6.42 T5 67.48-64.65 15.00 1 2.83 T6 64.65-40.88 15.00 1 23.77 T7 40.88-0.00 15.00 1 40.88 Tower Section Geometry (cont’d) Tower Section Tower Elevation ft ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 3 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Section Geometry (cont’d) Tower Elevation ft Leg Type Leg Size Leg Grade Diagonal Type Diagonal Size Diagonal Grade T1 100.00-90.75 Pipe P24x1/4 A53-B-35 (35 ksi) Solid Round A572-50 (50 ksi) T2 90.75-80.75 Pipe P24x1/4 A53-B-35 (35 ksi) Solid Round A572-50 (50 ksi) T3 80.75-73.89 Pipe P24x1/4 A500-42 (42 ksi) Solid Round A572-50 (50 ksi) T4 73.89-67.48 Pipe P24x1/4 A500-42 (42 ksi) Solid Round A572-50 (50 ksi) T5 67.48-64.65 Pipe P24x1/4 A500-42 (42 ksi) Solid Round A572-50 (50 ksi) T6 64.65-40.88 Pipe P24x1/4 A500-42 (42 ksi) Solid Round A572-50 (50 ksi) T7 40.88-0.00 Pipe P24x3/8 A500-42 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 4 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in T4 73.89-67.48 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T5 67.48-64.65 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T6 64.65-40.88 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T7 40.88-0.00 0.00 0.0000 A36 (36 ksi) ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 5 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Elevation ft Redundant Horizontal Redundant Diagonal Redundant Sub-Diagonal Redundant Sub-Horizontal Redundant Vertical Redundant Hip Redundant Hip Diagonal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 6 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight lb T1 100.00-90.75 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.071 0.000 0.000 0.000 0.00 0.00 19.53 T2 90.75-80.75 A B C 0.000 0.000 0.000 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 7 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in T1 100.00-90.75 0.0000 0.0000 0.0000 0.0000 T2 90.75-80.75 0.0000 0.0000 0.0000 0.0000 T3 80.75-73.89 0.0000 0.0000 0.0000 0.0000 T4 73.89-67.48 0.0000 0.0000 0.0000 0.0000 T5 67.48-64.65 0.0000 0.0000 0.0000 0.0000 T6 64.65-40.88 0.0000 0.0000 0.0000 0.0000 T7 40.88-0.00 0.0000 0.0000 0.0000 0.0000 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T1 1 0.78" (19.7mm) 8 AWG 6 90.75 - 96.00 0.0000 0.0000 T1 2 0.39" (10mm) Fiber Trunk 90.75 - 96.00 0.0000 0.0000 T2 1 0.78" (19.7mm) 8 AWG 6 80.75 - 90.75 0.0000 0.0000 T2 2 0.39" (10mm) Fiber Trunk 80.75 - 90.75 0.0000 0.0000 T2 7 1.41" (35.8mm) Hybrid 80.75 - 86.00 0.0000 0.0000 T3 1 0.78" (19.7mm) 8 AWG 6 73.89 - 80.75 0.0000 0.0000 T3 2 0.39" (10mm) Fiber Trunk 73.89 - 80.75 0.0000 0.0000 T3 4 1 1/4" Hybriflex Cable 73.89 - 76.00 0.0000 0.0000 T3 5 7/8" Coax 73.89 - 76.00 0.0000 0.0000 T3 7 1.41" (35.8mm) Hybrid 73.89 - 80.75 0.0000 0.0000 T4 1 0.78" (19.7mm) 8 AWG 6 67.47 - 73.89 0.0000 0.0000 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 8 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal User Defined Loads Description Elevation ft Offset From Centroid ft Azimuth Angle ° Weight lb Fx lb Fz lb Wind Force lb CAAC ft2 100'-90' Concealment Panel 95.00 0.00 0.0000 No Ice Ice Service 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4738.00 750.00 0.00 215.99 222.32 0.00 90'-80' Concealment Panel 85.00 0.00 0.0000 No Ice Ice Service ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 9 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb 42.5'-37.5' Concealment Panel B From Face 0.50 0.00 0.00 0.0000 42.50 - 37.50 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 135.00 0.00 42.5'-37.5' Concealment Panel C From Face 0.50 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 10 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb (2) 8843 Rev 2 C None 0.0000 76.00 No Ice 1/2'' Ice 1.65 1.77 1.39 1.49 75.00 83.91 (2) Radio 4449 - B13&B5 A None 0.0000 76.00 No Ice 1/2'' Ice 1.65 1.77 1.16 1.25 70.00 78.09 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 11 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb *** *** *** Tower Pressures - No Ice GH = 0.850 Section Elevation ft z ft KZ qz psf AG ft2 F ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 12 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Section Elevation ft z ft KZ qz psf tZ in AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 C 0.000 41.834 100.00 16.424 0.000 T3 80.75-73.89 77.32 1.199 4 0.5444 117.208 A B C 13.206 13.206 13.206 29.856 29.856 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 13 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Forces - No Ice - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 19.53 4462.50 A B C 0.401 0.401 0.401 2.063 2.063 2.063 26 1 1 1 1 1 1 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 14 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face Sum Weight: 988.62 33154.49 OTM 640290.30 lb-ft 11384.11 Tower Forces - No Ice - Wind 90 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 15 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face 73.89-67.48 B C 0.295 0.295 2.31 2.31 1 1 1 1 21.053 21.053 T5 67.48-64.65 115.05 1325.16 A B C 0.358 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 16 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Tower Forces - With Ice - Wind 90 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 58.24 5718.13 A B C 0.425 0.425 0.425 2.017 2.017 2.017 4 0.85 0.85 0.85 1 1 1 ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 17 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face Sum Weight: 988.62 33154.49 OTM 236625.17 lb-ft 4172.81 Tower Forces - Service - Wind 60 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz ttnnxxTToo wweerr Job 41125 - BOI FOXTAIL ID, ID Page 18 of 18 Telamon CLS 319 Chapanoke Road, Suite 118, Project 13685321_C3_05 Date 09:35:48 09/16/21 Raleigh, NC 27603 Phone: (405) 348-5460 FAX: (405) 341-6334 Client DISH WIRELESS L.L.C Designed by Prathamesh Padwal Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face 73.89-67.48 B C 0.275 0.275 2.365 2.365 0.85 0.85 1 1 16.306 16.306 T5 67.48-64.65 33.59 1054.92 A B C 0.325 Plate Type Flange @80.75ft Code Rev. H Date Pole Diameter 24 in A.S.I. 1.00 Engineer Pole Thickness 0.25 in Site # Plate Diameter 36 in Moment 32.7 k-ft Carrier Plate Thickness 1 1/4 in Axial 7.4 k Plate Fy 50 ksi Weld Length 1/8 in Required Flange Thickness: fs Resistance 110.45 k-in 0.35 in OK Applied 8.77 k-in # Show Thickness in Length in Height in Chamfer in Offset Angle ° Fy ksi # 12 Bolt Circle 30 in « « (R)adial / (S)quare R Bolt Gap in · Diameter 1 in Hole Diameter 1 1/16 in Type A325 Fy 92 ksi Fu 120 ksi fs Resistance 54.52 k Applied 3.74 k # · DYW. Circle in Plate Stress Ratio: Offset Angle ° 8% Pass Type Diameter in Bolt Stress Ratio: Fu 100 ksi 7% Pass fs Resistance k Applied k Extra Bolt Stress Ratio: Fail # Bolt Circle in Reinforcement Stress Ratio: (R)adial / (S)quare Fail o Bolt Gap in Offset Angle ° Diameter in Type Fy ksi Fu ksi fs Resistance k Applied k Dish Wireless L.L.C 415255 PSP 16-09-2021 Flange Plate Analysis Extra Bolts Reinforcement Bolts Stiffeners Flange Plate 11/15/21 A-2021-0205 Plate Type Flange @41.88ft Code Rev. H Date Pole Diameter 24 in A.S.I. 1.00 Engineer Pole Thickness 0.25 in Site # Plate Diameter 32 in Moment 197.2 k-ft Carrier Plate Thickness 1 in Axial 52.5 k Plate Fy 50 ksi Weld Length 5/16 in Required Flange Thickness: fs Resistance 65.76 k-in 0.64 in OK Applied 26.76 k-in # Show Thickness in Length in Height in Chamfer in Offset Angle ° Fy ksi # 12 Bolt Circle 28 in « « (R)adial / (S)quare R Bolt Gap in · Diameter 1 in Hole Diameter 1 1/8 in Type A325 Fy 92 ksi Fu 120 ksi fs Resistance 54.52 k Applied 23.78 k # · DYW. Circle in Plate Stress Ratio: Offset Angle ° 41% Pass Type Diameter in Bolt Stress Ratio: Fu 100 ksi 44% Pass fs Resistance k Applied k Extra Bolt Stress Ratio: Fail # Bolt Circle in Reinforcement Stress Ratio: (R)adial / (S)quare Fail o Bolt Gap in Offset Angle ° Diameter in Type Fy ksi Fu ksi fs Resistance k Applied k Flange Plate Analysis Flange Plate 16-09-2021 415255 PSP Dish Wireless L.L.C Extra Bolts Reinforcement Bolts Stiffeners 11/15/21 415255 - BOI FOXTAIL ID, ID (ANSI/TIA-222-H) 09:20 16-09-2021 Shape Round - Moment, Mu 248.6 k-ft Capacity Result Diameter 24 in Axial, Pu 131.2 k 39% Pass Thickness 3/8 in Shear, Vu 11.3 k 60% Pass Orientation Offset ° 0 ° - - Shape Round - Quantity - Diameter, ø 34 in Bar Size in Thickness 1 1/4 in Diameter, ø 0 in Grade Bracket Type - Yield Strength, Fy 50 ksi Circle 34.30 in Tensile Strength, Fu 65 ksi Orientation Offset ° Clip N/A in Applied Force, Pu 0.0 k Orientation Offset ° 0.0 k Anchor Rod Detail d η=0.5 Clear Distance 3 in Applied Moment, Mu 76.8 k Quantity - 195.3 k Diameter, ø in Bolt Circle in Grade Arrangement Radial - Yield Strength, Fy #N/A ksi Quantity 12 - Tensile Strength, Fu #N/A ksi Diameter, ø 1 1/4 in Bypass Base? Bolt Circle 28.75 in Orientation Offset ° Grade Applied Force, Pu 0.0 k Yield Strength, Fy 90 ksi 0.0 k Tensile Strength, Fu 108 ksi Spacing 7.5 in Orientation Offset ° Quantity - Applied Force, Pu 47.2 k Diameter, ø in 78.5 k Bolt Circle in Grade Yield Strength, Fy #N/A ksi Arrangement - Tensile Strength, Fu #N/A ksi Quantity - Bypass Base? Height in Orientation Offset ° Width in Applied Force, Pu 0.0 k Effective Width 0.000 in 0.0 k Thickness in Effective Thickness in Notch in Flat Edge in Grade - Yield Strength, Fy #N/A ksi Tensile Strength, Fu #N/A ksi Horizontal Weld Horizontal Fillet Size in Bevel Depth in Capacity - Vertical Weld 39% Pass Vertical Fillet Size in 60% Pass Weld Strength ksi - - Electrode Coefficient #N/A - - - Orientation Offset ° - - 0.0 k - - #N/A k - - 0.0 k - - 0.0 k - - Neutral Axis Anchor Rods Original Anchor Rods Additional Anchor Rods Reaction Distribution Geometric Properties Shape - Anchor Rod Quantity, N - Applied Axial Force, Pu k Diameter, D in Rod Diameter, d in Applied Horizontal Force, Vu k Thickness, t in Bolt Circle, BC in Yield Strength, Fy ksi Yield Strength, Fy ksi Tensile Strength, Fu ksi Tensile Strength, Fu ksi Vert.-to-Stiffener a=ex /l - Base Plate Chord in Applied Axial, Pu k Spacing Ratio, k - Detail Type - Applied Shear, Vu k Weld Coefficient, C - Detail Factor - Compressive Capacity, φPn k Compressive Capacity, φPn k Clear Distance - Tensile Capacity, φRnt OK Vert.-to-Plate a=ex /l - Interaction Capacity OK Spacing Ratio, k - Weld Coefficient, C - Chord Length AA in Shear Capacity, φVn k Additional AA in Bolt Quantity, N - Pu /fPP n + V u/fVV n Section Modulus, Z in 3 Bolt Diameter, d in Applied Moment, Mu k-ft Bolt Circle, BC in Bending Capacity, φMn k-ft Yield Strength, Fy ksi Horz.-to-Stiffener a=ex /l - Capacity, Mu/φMn OK Tensile Strength, Fu ksi Spacing Ratio, k - Applied Axial, Pu k Weld Coefficient, C - Chord Length AB in Applied Shear, Vu k Effective Fillet in Additional AB in Compressive Capacity, φPn k Compressive Capacity, φPn k Section Modulus, Z in 3 Compressive Capacity, φPn Horz.-to-Pole a=ex /l - Applied Moment, Mu k-ft Interaction Capacity Spacing Ratio, k - Bending Capacity, φMn k-ft Weld Coefficient, C - Capacity, Mu/φMn OK Shear Capacity, φVn k Bolt Quantity, N - Pu /fPP n + V u/fVV n Bend Line Length in Bolt Diameter, d in Additional Bend Line in Bolt Circle, BC in Section Modulus, Z in 3 Yield Strength, Fy ksi Gross Cross Section in 2 Applied Moment, Mu k-ft Tensile Strength, Fu ksi Net Cross Section in 2 Bending Capacity, φMn k-ft Applied Axial, Pu k Tensile Capacity, φTn k Capacity, Mu/φMn OK Applied Shear, Vu k Capacity, Tu/φTn Compressive Capacity, φPn k Compressive Capacity, φPn Arc Length in Interaction Capacity Radius of Gyration in 3 Section Modulus, Z in 3 kl/r - Moment Arm in 4.71 E/Fy) - Site Name: Site Number: Tower Type: Design Base Loads (Factored) - Analysis per TIA-222-H Standards Analyze or Design a Foundation? Analyze - Foundation Mapped: N - Moment (M): 248.6 k-ft Shear/Leg (V): 11.3 k Compression/Leg (P): 131.2 k Uplift/Leg (U): 93.7 k Diameter of Caisson (d): 4.5 ft Caisson Embedment (L-h): 20 ft Caisson Height Above Ground (h): 0.5 ft Depth Below Ground Surface to Water Table (w): 25 ft Unit Weight of Concrete: 150 pcf Unit Weight of Water: 62.4 pcf Tension/Compression Skin Friction Factor: 0.75 - Pullout Angle: 30 ° gSoil Cu f Top Bottom (pcf) (psf) (degree) 0 4 105 0 0 4 5 116 0 29 5 10 135 0 40 10 15 130 0 37 15 21 134 0 40 0 0 0 Required Embedment: 15.3 ft Volume of Concrete: 326.0 ft 3 Buoyant Weight of Concrete: 48.9 k Average Soil Unit Weight: 126.6 pcf Skin Friction Resistance: 319.2 k Compressive Bearing Resistance: 997.6 k Pullout Weight (Minus Concrete Weight): 560.0 k Nominal Uplift Capacity per Leg (fs Tn ): 179.5 k Nominal Compressive Capacity per Leg (fs Pn ): 987.6 k Tu : 49.70 k Tu /fs Tn : 28% Pass Pu : 140.2 k Pu /fs Pn : 14% Pass Total Lateral Resistance: 1175.7 k Inflection Point (Below Ground Surface): 14.9 ft Moment At Inflection Point (MD ): 422.9 k-ft Nominal Moment Capacity (fs Concrete Compressive Strength (f'c ): 4,000 psi Vertical Steel Rebar Size #: 8 - Vertical Steel Rebar Area: 0.79 in 2 # of Vertical Steel Rebars: 12 - Vertical Steel Rebar Yield Strength (Fy ): 60 ksi Horizontal Tie / Stirrup Size #: 4 - Horizontal Tie / Stirrup Area: 0.20 in 2 Vertical Rebar Clear Cover: 3.5 in Design Horizontal Tie / Stirrup Spacing: 16 in Horizontal Tie / Stirrup Steel Yield Strength (Fy ): 60 ksi Rebar Cage Diameter: 47.0 in Strength Bending/Tension Reduction Factor (fB ): 0.9 - ACI 318-14 - 21.2.1 [Table 21.2.1 (a)] Strength Shear Reduction Factor (fV ): 0.75 - ACI 318-14 - 21.2.1 [Table 21.2.1 (b)] Strength Compression Reduction Factor (fC ): 0.65 - ACI 318-14 - 21.2.1 [Table 21.2.1 (a)] Steel Elastic Modulus: 29000 ksi Design Moment (Mu ): 62.3 k-ft Nominal Moment Capacity (fB Mn ): 982.7 k-ft ACI 318-14 - 9.5.2/22.3 Mu /fB Mn : 6% Pass Design Shear (Vu ): 32.9 k Nominal Shear Capacity (fV Vn ): 248.09 k ACI 318-14 - 22.5 Vu /fV Vn : 13% Pass Design Tension (Tu ): 93.7 k Nominal Tension Capacity (fT Tn ): 511.9 k Tu /fT Tn : 18% Pass Design Compression (Pu ): 140.2 k Nominal Compression Capacity (fP Pn ): 4328.1 k ACI 318-14 - 22.4 Pu /fP Pn : 3% Pass Bending Reinforcement Ratio: 0.004 - Mu /fB Mn + Tu /fT Tn : 25% Pass Caisson Strength Capacities ACI 318-14 - 10.6.1 & TIA-222-H - 9.4.1 -2000 -1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 0 1000 2000 3000 4000 5000 6000 Axial (kip) Moment (k-ft) Nominal and Factored Moment Capacity and Factored Design Loads Pu & Mu Tu & Mu Factored Envelope Nominal Envelope 11/15/21 A-2021-0205 Mn ): 3131.2 k-ft fs : 0.75 - MD /fs Mn : 14% Pass Foundation Analysis Parameters Pier Foundation Analysis Soil Strength Capacities Friction (psf) Pressure (psf) 0 BOI FOXTAIL ID, ID 415255 Depth (ft) Ultimate Skin Ultimate Bearing SST 0 1,996 62,724 406 937 1,501 -25 -20 -15 -10 -5 0 -100 0 100 200 300 Depth BGL (ft) Shear (k) / Moment (k-ft) Moment Shear 11/15/21 A-2021-0205 Applied Moment, Mu k-ft Dywidag Quantity, N - Buckling Stress(Fe) - Bending Capacity, φMn k-ft Dywidag Diameter, d in Crit. Buckling Stress(Fcr) ksi Capacity, Mu/φMn Bolt Circle, BC in Compressive Capacity, φPn k Yield Strength, Fy ksi Capacity, Pu/φPn Tensile Strength, Fu ksi Applied Axial, Pu k Compressive Capacity, φPn k Capacity, Pu/φPn Base Plate Stiffeners Additional Bolt Group 2 Additional Bolt Group 1 Base Plate Anchor Rods 0.0000 0.0000 External Base Plate 34 1.25 0 0 0 47.2 - #DIV/0! #N/A Vertical Weld Horizontal Weld 50 65 24.083 #DIV/0! Plate Tension 18.250 8.105 76.8 364.7 0.210 18.250 8.105 76.8 364.7 0.210 2.500 2.500 0 0.0 0.0 0 0 0 0.000 #DIV/0! #N/A 0 0 Calculations for Monopole Base Plate & Anchor Rod Analysis Stiffener Forces Dywidag Forces Additional Bolt (Grp2) Forces Additional Bolt (Grp1) Forces Anchor Rod Forces Base Forces - Reaction Stiffener Dywidag Bolt2 Bolt1 Bolt Pole 0.0000 0.00 0.0000 0.0000 0.0000 0.00 0.0 0.0000 0.0000 0 0.00 0.0000 0.0000 0.0000 0 0.00 248.6 1.00 0.9691 0.0747 7 1090.26 Moment of Inertia Threads per Inch Individual Inertia Gross Area Net Area 11.3 k 0.0 0.0 0.0 Vu Shear 27.8322 0.0773 0.0037 1943.10 in 4 in # 4 in 2 in 2 - Section - Factor k-ft Mu Moment 0.0 0.0 0.0 11.3 0.00 0.00 0.00 0.00 1.00 1.2272 0.0000 0.0 0.0 0.0 0.0 248.6 0.0 0.0 0.602 Internal Base Plate 12 1.25 0.000 0.0 0.0 0.0 0 0 Dywidag Reinforcement 34.3 75 100 Plate Compression 0.000 #DIV/0! 0.000 4.341 0.0 0.0 - 0.0 - #DIV/0! #DIV/0! 0.00 0.0 #N/A - 76.8 195.3 0.393 0.000 0.0 0.000 0.000 11.113 #DIV/0! #DIV/0! #DIV/0! #N/A #DIV/0! #DIV/0! 0.0 0.00 0 28.75 90 108 78.5 0.362 #DIV/0! #DIV/0! 3 0.50 d Round #DIV/0! 11/15/21 A-2021-0205 Comp. Capacity, φPn Ten. Capacity, φTn Horz. Weld, φRn Vertical Weld, φRn Anchor Rods, φPn Stiffeners Other Fillet Individual Capacity Summary Component Additional Anchor Rods Additional Rod, φPn Additional Rod, φPn Base Plate & Anchor Rod Analysis Pole Dimensions Base Reactions Component Base Plate Bending Stress, φMn Base Plate Report Capacities Dwyidag Dywidag Reinforcement Dywidag Bar, φPn A572-50 Stiffener Comp. Base Plate Anchor Rods Bolt Group 1 Bolt Group 2 Dwyidag Stiffener Weld (V) Stiffener Weld (H) Stiffener Tension C:\Users\prathamesh.padwal\Dropbox (Telamon)\_TTI LLP Share Folder\STR - Mounts + MMOD\41125\415255\13685321 DISH WIRELESS L.L.C\_Calcs\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By: 14-05-2020 11/15/21 A-2021-0205 A-2021-0205 0.325 0.325 2.231 2.231 2.231 8 0.85 0.85 0.85 1 1 1 9.633 9.633 9.633 151.09 53.39 C T6 64.65-40.88 282.15 5042.29 A B C 0.246 0.246 0.246 2.45 2.45 2.45 8 0.85 0.85 0.85 1 1 1 48.684 48.684 48.684 799.74 33.65 C T7 40.88-0.00 485.19 15395.80 A B C 0.273 0.273 0.273 2.371 2.371 2.371 6 0.85 0.85 0.85 1 1 1 102.367 102.367 102.367 1332.94 32.61 C Sum Weight: 988.62 33154.49 OTM 225321.60 lb-ft 3997.56 Program Version 8.1.1.0 - 6/4/2021 File:C:/Users/prathamesh.padwal/Dropbox (Telamon)/_TTI LLP Share Folder/STR - Mounts + MMOD/41125/415255/13685321 DISH WIRELESS L.L.C/FEM/TNX/41125-13685321_C3_05-01-STR.eri 11/15/21 A-2021-0205 psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 19.53 4462.50 A B C 0.401 0.401 0.401 2.063 2.063 2.063 9 0.8 0.8 0.8 1 1 1 42.236 42.236 42.236 661.83 71.55 C T2 90.75-80.75 43.55 1904.19 A B C 0.235 0.235 0.235 2.482 2.482 2.482 9 0.8 0.8 0.8 1 1 1 18.667 18.667 18.667 344.21 34.42 C T3 80.75-73.89 48.44 3556.83 A B C 0.349 0.349 0.349 2.175 2.175 2.175 9 0.8 0.8 0.8 1 1 1 25.427 25.427 25.427 401.94 58.61 C T4 73.89-67.48 76.17 1737.95 A B C 0.275 0.275 0.275 2.365 2.365 2.365 8 0.8 0.8 0.8 1 1 1 16.089 16.089 16.089 271.34 42.28 C T5 67.48-64.65 33.59 1054.92 A B C 0.325 0.325 0.325 2.231 2.231 2.231 8 0.8 0.8 0.8 1 1 1 9.416 9.416 9.416 147.69 52.19 C T6 64.65-40.88 282.15 5042.29 A B C 0.246 0.246 0.246 2.45 2.45 2.45 8 0.8 0.8 0.8 1 1 1 48.467 48.467 48.467 796.18 33.50 C T7 40.88-0.00 485.19 15395.80 A B C 0.273 0.273 0.273 2.371 2.371 2.371 6 0.8 0.8 0.8 1 1 1 101.062 101.062 101.062 1315.94 32.19 C Sum Weight: 988.62 33154.49 OTM 221553.74 lb-ft 3939.14 Tower Forces - Service - Wind 90 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 19.53 4462.50 A B C 0.401 0.401 0.401 2.063 2.063 2.063 9 0.85 0.85 0.85 1 1 1 43.536 43.536 43.536 682.20 73.75 C T2 90.75-80.75 43.55 1904.19 A B C 0.235 0.235 0.235 2.482 2.482 2.482 9 0.85 0.85 0.85 1 1 1 18.667 18.667 18.667 344.21 34.42 C T3 80.75-73.89 48.44 3556.83 A B C 0.349 0.349 0.349 2.175 2.175 2.175 9 0.85 0.85 0.85 1 1 1 26.088 26.088 26.088 412.38 60.13 C T4 76.17 1737.95 A 0.275 2.365 8 0.85 1 16.306 275.00 42.85 C 11/15/21 A-2021-0205 48.715 48.715 48.715 331.82 35.87 C T2 90.75-80.75 123.06 2399.17 A B C 0.245 0.245 0.245 2.453 2.453 2.453 4 0.85 0.85 0.85 1 1 1 24.420 24.420 24.420 197.79 19.78 C T3 80.75-73.89 150.57 4346.76 A B C 0.367 0.367 0.367 2.132 2.132 2.132 4 0.85 0.85 0.85 1 1 1 29.818 29.818 29.818 205.37 29.95 C T4 73.89-67.48 262.58 2184.24 A B C 0.295 0.295 0.295 2.31 2.31 2.31 4 0.85 0.85 0.85 1 1 1 20.403 20.403 20.403 149.40 23.28 C T5 67.48-64.65 115.05 1325.16 A B C 0.358 0.358 0.358 2.153 2.153 2.153 4 0.85 0.85 0.85 1 1 1 11.724 11.724 11.724 78.88 27.87 C T6 64.65-40.88 945.90 6292.43 A B C 0.258 0.258 0.258 2.414 2.414 2.414 4 0.85 0.85 0.85 1 1 1 62.594 62.594 62.594 450.44 18.95 C T7 40.88-0.00 1490.58 17830.26 A B C 0.282 0.282 0.282 2.344 2.344 2.344 3 0.85 0.85 0.85 1 1 1 123.720 123.720 123.720 707.91 17.32 C Sum Weight: 3145.98 40096.16 OTM 118491.70 lb-ft 2121.61 Tower Forces - Service - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 19.53 4462.50 A B C 0.401 0.401 0.401 2.063 2.063 2.063 9 1 1 1 1 1 1 47.436 47.436 47.436 743.31 80.36 C T2 90.75-80.75 43.55 1904.19 A B C 0.235 0.235 0.235 2.482 2.482 2.482 9 1 1 1 1 1 1 18.667 18.667 18.667 344.21 34.42 C T3 80.75-73.89 48.44 3556.83 A B C 0.349 0.349 0.349 2.175 2.175 2.175 9 1 1 1 1 1 1 28.068 28.068 28.068 443.69 64.70 C T4 73.89-67.48 76.17 1737.95 A B C 0.275 0.275 0.275 2.365 2.365 2.365 8 1 1 1 1 1 1 16.956 16.956 16.956 285.96 44.56 C T5 67.48-64.65 33.59 1054.92 A B C 0.325 0.325 0.325 2.231 2.231 2.231 8 1 1 1 1 1 1 10.283 10.283 10.283 161.29 56.99 C T6 64.65-40.88 282.15 5042.29 A B C 0.246 0.246 0.246 2.45 2.45 2.45 8 1 1 1 1 1 1 49.334 49.334 49.334 810.42 34.09 C T7 40.88-0.00 485.19 15395.80 A B C 0.273 0.273 0.273 2.371 2.371 2.371 6 1 1 1 1 1 1 106.284 106.284 106.284 1383.93 33.86 C 11/15/21 A-2021-0205 0.358 0.358 2.153 2.153 2.153 4 1 1 1 1 1 1 12.374 12.374 12.374 83.25 29.42 C T6 64.65-40.88 945.90 6292.43 A B C 0.258 0.258 0.258 2.414 2.414 2.414 4 1 1 1 1 1 1 63.244 63.244 63.244 455.12 19.15 C T7 40.88-0.00 1490.58 17830.26 A B C 0.282 0.282 0.282 2.344 2.344 2.344 3 1 1 1 1 1 1 127.636 127.636 127.636 730.32 17.87 C Sum Weight: 3145.98 40096.16 OTM 123410.31 lb-ft 2198.04 Tower Forces - With Ice - Wind 60 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 58.24 5718.13 A B C 0.425 0.425 0.425 2.017 2.017 2.017 4 0.8 0.8 0.8 1 1 1 47.415 47.415 47.415 322.97 34.92 C T2 90.75-80.75 123.06 2399.17 A B C 0.245 0.245 0.245 2.453 2.453 2.453 4 0.8 0.8 0.8 1 1 1 24.420 24.420 24.420 197.79 19.78 C T3 80.75-73.89 150.57 4346.76 A B C 0.367 0.367 0.367 2.132 2.132 2.132 4 0.8 0.8 0.8 1 1 1 29.157 29.157 29.157 200.83 29.28 C T4 73.89-67.48 262.58 2184.24 A B C 0.295 0.295 0.295 2.31 2.31 2.31 4 0.8 0.8 0.8 1 1 1 20.186 20.186 20.186 147.81 23.03 C T5 67.48-64.65 115.05 1325.16 A B C 0.358 0.358 0.358 2.153 2.153 2.153 4 0.8 0.8 0.8 1 1 1 11.507 11.507 11.507 77.42 27.36 C T6 64.65-40.88 945.90 6292.43 A B C 0.258 0.258 0.258 2.414 2.414 2.414 4 0.8 0.8 0.8 1 1 1 62.377 62.377 62.377 448.88 18.88 C T7 40.88-0.00 1490.58 17830.26 A B C 0.282 0.282 0.282 2.344 2.344 2.344 3 0.8 0.8 0.8 1 1 1 122.414 122.414 122.414 700.44 17.14 C Sum Weight: 3145.98 40096.16 OTM 116852.16 lb-ft 2096.14 11/15/21 A-2021-0205 psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 19.53 4462.50 A B C 0.401 0.401 0.401 2.063 2.063 2.063 26 0.85 0.85 0.85 1 1 1 43.536 43.536 43.536 1971.56 213.14 C T2 90.75-80.75 43.55 1904.19 A B C 0.235 0.235 0.235 2.482 2.482 2.482 25 0.85 0.85 0.85 1 1 1 18.667 18.667 18.667 994.78 99.48 C T3 80.75-73.89 48.44 3556.83 A B C 0.349 0.349 0.349 2.175 2.175 2.175 25 0.85 0.85 0.85 1 1 1 26.088 26.088 26.088 1191.77 173.78 C T4 73.89-67.48 76.17 1737.95 A B C 0.275 0.275 0.275 2.365 2.365 2.365 24 0.85 0.85 0.85 1 1 1 16.306 16.306 16.306 794.74 123.85 C T5 67.48-64.65 33.59 1054.92 A B C 0.325 0.325 0.325 2.231 2.231 2.231 24 0.85 0.85 0.85 1 1 1 9.633 9.633 9.633 436.66 154.30 C T6 64.65-40.88 282.15 5042.29 A B C 0.246 0.246 0.246 2.45 2.45 2.45 23 0.85 0.85 0.85 1 1 1 48.684 48.684 48.684 2311.26 97.23 C T7 40.88-0.00 485.19 15395.80 A B C 0.273 0.273 0.273 2.371 2.371 2.371 19 0.85 0.85 0.85 1 1 1 102.367 102.367 102.367 3852.19 94.24 C Sum Weight: 988.62 33154.49 OTM 651179.41 lb-ft 11552.94 Tower Forces - With Ice - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 58.24 5718.13 A B C 0.425 0.425 0.425 2.017 2.017 2.017 4 1 1 1 1 1 1 52.615 52.615 52.615 358.39 38.74 C T2 90.75-80.75 123.06 2399.17 A B C 0.245 0.245 0.245 2.453 2.453 2.453 4 1 1 1 1 1 1 24.420 24.420 24.420 197.79 19.78 C T3 80.75-73.89 150.57 4346.76 A B C 0.367 0.367 0.367 2.132 2.132 2.132 4 1 1 1 1 1 1 31.799 31.799 31.799 219.02 31.94 C T4 262.58 2184.24 A 0.295 2.31 4 1 1 21.053 154.16 24.02 C 11/15/21 A-2021-0205 47.436 47.436 47.436 2148.17 232.23 C T2 90.75-80.75 43.55 1904.19 A B C 0.235 0.235 0.235 2.482 2.482 2.482 25 1 1 1 1 1 1 18.667 18.667 18.667 994.78 99.48 C T3 80.75-73.89 48.44 3556.83 A B C 0.349 0.349 0.349 2.175 2.175 2.175 25 1 1 1 1 1 1 28.068 28.068 28.068 1282.26 186.97 C T4 73.89-67.48 76.17 1737.95 A B C 0.275 0.275 0.275 2.365 2.365 2.365 24 1 1 1 1 1 1 16.956 16.956 16.956 826.42 128.79 C T5 67.48-64.65 33.59 1054.92 A B C 0.325 0.325 0.325 2.231 2.231 2.231 24 1 1 1 1 1 1 10.283 10.283 10.283 466.12 164.71 C T6 64.65-40.88 282.15 5042.29 A B C 0.246 0.246 0.246 2.45 2.45 2.45 23 1 1 1 1 1 1 49.334 49.334 49.334 2342.12 98.53 C T7 40.88-0.00 485.19 15395.80 A B C 0.273 0.273 0.273 2.371 2.371 2.371 19 1 1 1 1 1 1 106.284 106.284 106.284 3999.56 97.85 C Sum Weight: 988.62 33154.49 OTM 683846.75 lb-ft 12059.43 Tower Forces - No Ice - Wind 60 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face T1 100.00-90.75 19.53 4462.50 A B C 0.401 0.401 0.401 2.063 2.063 2.063 26 0.8 0.8 0.8 1 1 1 42.236 42.236 42.236 1912.68 206.78 C T2 90.75-80.75 43.55 1904.19 A B C 0.235 0.235 0.235 2.482 2.482 2.482 25 0.8 0.8 0.8 1 1 1 18.667 18.667 18.667 994.78 99.48 C T3 80.75-73.89 48.44 3556.83 A B C 0.349 0.349 0.349 2.175 2.175 2.175 25 0.8 0.8 0.8 1 1 1 25.427 25.427 25.427 1161.60 169.38 C T4 73.89-67.48 76.17 1737.95 A B C 0.275 0.275 0.275 2.365 2.365 2.365 24 0.8 0.8 0.8 1 1 1 16.089 16.089 16.089 784.18 122.20 C T5 67.48-64.65 33.59 1054.92 A B C 0.325 0.325 0.325 2.231 2.231 2.231 24 0.8 0.8 0.8 1 1 1 9.416 9.416 9.416 426.84 150.83 C T6 64.65-40.88 282.15 5042.29 A B C 0.246 0.246 0.246 2.45 2.45 2.45 23 0.8 0.8 0.8 1 1 1 48.467 48.467 48.467 2300.97 96.80 C T7 40.88-0.00 485.19 15395.80 A B C 0.273 0.273 0.273 2.371 2.371 2.371 19 0.8 0.8 0.8 1 1 1 101.062 101.062 101.062 3803.06 93.04 C 11/15/21 A-2021-0205 29.856 28.677 66.59 66.59 66.59 0.000 0.000 20.321 0.000 0.000 0.000 T4 73.89-67.48 70.68 1.176 4 0.5396 109.666 A B C 4.333 4.333 4.333 27.991 27.991 27.991 26.822 82.98 82.98 82.98 0.000 0.000 36.415 0.000 0.000 0.000 T5 67.48-64.65 66.06 1.16 4 0.5359 48.363 A B C 4.333 4.333 4.333 12.987 12.987 12.987 11.826 68.28 68.28 68.28 0.000 0.000 16.046 0.000 0.000 0.000 T6 64.65-40.88 52.76 1.106 4 0.5240 406.166 A B C 4.333 4.333 4.333 100.367 100.367 100.367 99.232 94.78 94.78 94.78 0.000 0.000 134.409 0.000 0.000 0.000 T7 40.88-0.00 20.44 0.906 3 0.4766 698.122 A B C 26.108 26.108 26.108 171.026 171.026 171.026 169.994 86.23 86.23 86.23 0.000 0.000 228.623 0.000 0.000 0.000 Tower Pressure - Service GH = 0.850 Section Elevation ft z ft KZ qz psf AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 T1 100.00-90.75 95.38 1.253 9 157.250 A B C 26.000 26.000 26.000 37.000 37.000 37.000 37.000 58.73 58.73 58.73 0.000 0.000 3.071 0.000 0.000 0.000 T2 90.75-80.75 85.75 1.225 9 170.000 A B C 0.000 0.000 0.000 40.000 40.000 40.000 40.000 100.00 100.00 100.00 0.000 0.000 6.590 0.000 0.000 0.000 T3 80.75-73.89 77.32 1.199 9 116.586 A B C 13.206 13.206 13.206 27.432 27.432 27.432 27.432 67.50 67.50 67.50 0.000 0.000 9.439 0.000 0.000 0.000 T4 73.89-67.48 70.68 1.176 8 109.089 A B C 4.333 4.333 4.333 25.668 25.668 25.668 25.668 85.56 85.56 85.56 0.000 0.000 18.237 0.000 0.000 0.000 T5 67.48-64.65 66.06 1.16 8 48.110 A B C 4.333 4.333 4.333 11.320 11.320 11.320 11.320 72.32 72.32 72.32 0.000 0.000 8.043 0.000 0.000 0.000 T6 64.65-40.88 52.76 1.106 8 404.090 A B C 4.333 4.333 4.333 95.080 95.080 95.080 95.080 95.64 95.64 95.64 0.000 0.000 67.554 0.000 0.000 0.000 T7 40.88-0.00 20.44 0.906 6 694.875 A B C 26.108 26.108 26.108 163.500 163.500 163.500 163.500 86.23 86.23 86.23 0.000 0.000 116.167 0.000 0.000 0.000 11/15/21 A-2021-0205 a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 T1 100.00-90.75 95.38 1.253 26 157.250 A B C 26.000 26.000 26.000 37.000 37.000 37.000 37.000 58.73 58.73 58.73 0.000 0.000 3.071 0.000 0.000 0.000 T2 90.75-80.75 85.75 1.225 25 170.000 A B C 0.000 0.000 0.000 40.000 40.000 40.000 40.000 100.00 100.00 100.00 0.000 0.000 6.590 0.000 0.000 0.000 T3 80.75-73.89 77.32 1.199 25 116.586 A B C 13.206 13.206 13.206 27.432 27.432 27.432 27.432 67.50 67.50 67.50 0.000 0.000 9.439 0.000 0.000 0.000 T4 73.89-67.48 70.68 1.176 24 109.089 A B C 4.333 4.333 4.333 25.668 25.668 25.668 25.668 85.56 85.56 85.56 0.000 0.000 18.237 0.000 0.000 0.000 T5 67.48-64.65 66.06 1.16 24 48.110 A B C 4.333 4.333 4.333 11.320 11.320 11.320 11.320 72.32 72.32 72.32 0.000 0.000 8.043 0.000 0.000 0.000 T6 64.65-40.88 52.76 1.106 23 404.090 A B C 4.333 4.333 4.333 95.080 95.080 95.080 95.080 95.64 95.64 95.64 0.000 0.000 67.554 0.000 0.000 0.000 T7 40.88-0.00 20.44 0.906 19 694.875 A B C 26.108 26.108 26.108 163.500 163.500 163.500 163.500 86.23 86.23 86.23 0.000 0.000 116.167 0.000 0.000 0.000 Tower Pressure - With Ice GH = 0.850 Section Elevation ft z ft KZ qz psf tZ in AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 T1 100.00-90.75 95.38 1.253 4 0.5560 158.107 A B C 26.000 26.000 26.000 41.124 41.124 41.124 38.714 57.68 57.68 57.68 0.000 0.000 7.950 0.000 0.000 0.000 T2 90.75-80.75 85.75 1.225 4 0.5501 170.917 A B 0.000 0.000 41.834 41.834 41.834 100.00 100.00 0.000 0.000 0.000 0.000 11/15/21 A-2021-0205 (2) Radio 4449 - B13&B5 B None 0.0000 76.00 No Ice 1/2'' Ice 1.65 1.77 1.16 1.25 70.00 78.09 (2) Radio 4449 - B13&B5 C None 0.0000 76.00 No Ice 1/2'' Ice 1.65 1.77 1.16 1.25 70.00 78.09 DB-B1-6C-12AB-0Z (32 lbs.) A None 0.0000 76.00 No Ice 1/2'' Ice 2.51 2.66 1.65 1.74 32.00 43.46 DB-B1-6C-12AB-0Z (32 lbs.) B None 0.0000 76.00 No Ice 1/2'' Ice 2.51 2.66 1.65 1.74 32.00 43.46 (2) LPD-6513 A None 0.0000 76.00 No Ice 1/2'' Ice 5.68 6.18 4.68 5.10 28.00 51.00 (2) LPD-6513 B None 0.0000 76.00 No Ice 1/2'' Ice 5.68 6.18 4.68 5.10 28.00 51.00 (2) LPD-6513 C None 0.0000 76.00 No Ice 1/2'' Ice 5.68 6.18 4.68 5.10 28.00 51.00 (2) NHH-65C-R2B A None 0.0000 76.00 No Ice 1/2'' Ice 11.39 11.85 4.47 4.66 51.60 84.40 (2) NHH-65C-R2B B None 0.0000 76.00 No Ice 1/2'' Ice 11.39 11.85 4.47 4.66 51.60 84.40 (2) NHH-65C-R2B C None 0.0000 76.00 No Ice 1/2'' Ice 11.39 11.85 4.47 4.66 51.60 84.40 Flat Side Arm A None 0.0000 76.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 Flat Side Arm B None 0.0000 76.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 Flat Side Arm C None 0.0000 76.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 *** FFVV-65B-R2 w/ Mount Pipe A None 0.0000 86.00 No Ice 1/2'' Ice 12.75 13.45 7.65 8.94 100.00 193.24 FFVV-65B-R2 w/ Mount Pipe B None 0.0000 86.00 No Ice 1/2'' Ice 12.75 13.45 7.65 8.94 100.00 193.24 FFVV-65B-R2 w/ Mount Pipe C None 0.0000 86.00 No Ice 1/2'' Ice 12.75 13.45 7.65 8.94 100.00 193.24 RDIDC-9181-PF-48 A None 0.0000 86.00 No Ice 1/2'' Ice 1.87 2.04 1.07 1.20 21.90 38.20 Fujitsu TA08025-B604 A None 0.0000 86.00 No Ice 1/2'' Ice 1.96 2.14 1.02 1.15 63.90 80.57 Fujitsu TA08025-B604 B None 0.0000 86.00 No Ice 1/2'' Ice 1.96 2.14 1.02 1.15 63.90 80.57 Fujitsu TA08025-B604 C None 0.0000 86.00 No Ice 1/2'' Ice 1.96 2.14 1.02 1.15 63.90 80.57 Fujitsu TA08025-B605 A None 0.0000 86.00 No Ice 1/2'' Ice 1.96 2.14 1.19 1.33 75.00 93.01 Fujitsu TA08025-B605 B None 0.0000 86.00 No Ice 1/2'' Ice 1.96 2.14 1.19 1.33 75.00 93.01 Fujitsu TA08025-B605 C None 0.0000 86.00 No Ice 1/2'' Ice 1.96 2.14 1.19 1.33 75.00 93.01 Flat Side Arm A None 0.0000 86.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 Flat Side Arm B None 0.0000 86.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 Flat Side Arm C None 0.0000 86.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 11/15/21 A-2021-0205 0.00 0.00 0.0000 42.50 - 37.50 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 135.00 0.00 *** AirScale RRH 4T4R B5 160W AHCA A None 0.0000 96.00 No Ice 1/2'' Ice 1.29 1.40 0.72 0.78 35.30 40.94 AirScale RRH 4T4R B5 160W AHCA B None 0.0000 96.00 No Ice 1/2'' Ice 1.29 1.40 0.72 0.78 35.30 40.94 AirScale RRH 4T4R B5 160W AHCA C None 0.0000 96.00 No Ice 1/2'' Ice 1.29 1.40 0.72 0.78 35.30 40.94 RRH 4T4R B30 100W AHNA (34.2 lbs) A None 0.0000 96.00 No Ice 1/2'' Ice 1.34 1.45 0.61 0.66 34.20 39.57 RRH 4T4R B30 100W AHNA (34.2 lbs) B None 0.0000 96.00 No Ice 1/2'' Ice 1.34 1.45 0.61 0.66 34.20 39.57 RRH 4T4R B30 100W AHNA (34.2 lbs) C None 0.0000 96.00 No Ice 1/2'' Ice 1.34 1.45 0.61 0.66 34.20 39.57 DC6-48-60-18-8F (''Squid'') A None 0.0000 96.00 No Ice 1/2'' Ice 1.47 1.57 1.47 1.57 31.80 40.66 DC6-48-60-18-8F (''Squid'') B None 0.0000 96.00 No Ice 1/2'' Ice 1.47 1.57 1.47 1.57 31.80 40.66 DC6-48-60-18-8F (''Squid'') C None 0.0000 96.00 No Ice 1/2'' Ice 1.47 1.57 1.47 1.57 31.80 40.66 AirScale Dual RRH 4T4R B25/66 320W AHFIB (66.1lbs) A None 0.0000 96.00 No Ice 1/2'' Ice 2.22 2.37 1.13 1.21 66.10 74.41 AirScale Dual RRH 4T4R B25/66 320W AHFIB (66.1lbs) B None 0.0000 96.00 No Ice 1/2'' Ice 2.22 2.37 1.13 1.21 66.10 74.41 AirScale Dual RRH 4T4R B25/66 320W AHFIB (66.1lbs) C None 0.0000 96.00 No Ice 1/2'' Ice 2.22 2.37 1.13 1.21 66.10 74.41 Airscale Dual RRH 4T4R B12/B14 320W AHLBA A None 0.0000 96.00 No Ice 1/2'' Ice 2.23 2.38 1.32 1.41 77.20 86.10 Airscale Dual RRH 4T4R B12/B14 320W AHLBA B None 0.0000 96.00 No Ice 1/2'' Ice 2.23 2.38 1.32 1.41 77.20 86.10 Airscale Dual RRH 4T4R B12/B14 320W AHLBA C None 0.0000 96.00 No Ice 1/2'' Ice 2.23 2.38 1.32 1.41 77.20 86.10 (2) NNH4-65C-R6 (102.1 lbs) A None 0.0000 96.00 No Ice 1/2'' Ice 17.07 17.60 4.77 4.92 102.10 149.22 (2) NNH4-65C-R6 (102.1 lbs) B None 0.0000 96.00 No Ice 1/2'' Ice 17.07 17.60 4.77 4.92 102.10 149.22 (2) NNH4-65C-R6 (102.1 lbs) C None 0.0000 96.00 No Ice 1/2'' Ice 17.07 17.60 4.77 4.92 102.10 149.22 Flat Side Arm A None 0.0000 96.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 Flat Side Arm B None 0.0000 96.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 Flat Side Arm C None 0.0000 96.00 No Ice 1/2'' Ice 2.14 2.60 6.30 7.00 150.00 230.00 *** (2) 8843 Rev 2 A None 0.0000 76.00 No Ice 1/2'' Ice 1.65 1.77 1.39 1.49 75.00 83.91 (2) 8843 Rev 2 B None 0.0000 76.00 No Ice 1/2'' Ice 1.65 1.77 1.39 1.49 75.00 83.91 11/15/21 A-2021-0205 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4629.00 735.00 0.00 216.02 223.04 0.00 80'-65' Concealment Panel 72.50 0.00 0.0000 No Ice Ice Service 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6714.00 1055.00 0.00 323.99 331.05 0.00 42.5'-37.5' Concealment Panel 40.00 0.00 0.0000 No Ice Ice Service 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1975.00 317.00 0.00 108.02 112.74 0.00 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb 100'-90' Concealment Panel A From Face 0.50 0.00 0.00 0.0000 100.00 - 90.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 1572.05 0.00 100'-90' Concealment Panel B From Face 0.50 0.00 0.00 0.0000 100.00 - 90.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 1572.05 0.00 100'-90' Concealment Panel C From Face 0.50 0.00 0.00 0.0000 100.00 - 90.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 1572.05 0.00 90'-80' Concealment Panel A From Face 0.50 0.00 0.00 0.0000 90.00 - 80.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 1572.05 0.00 90'-80' Concealment Panel B From Face 0.50 0.00 0.00 0.0000 90.00 - 80.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 1572.05 0.00 90'-80' Concealment Panel C From Face 0.50 0.00 0.00 0.0000 90.00 - 80.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 1572.05 0.00 80'-65' Concealment Panel A From Face 0.50 0.00 0.00 0.0000 80.00 - 65.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 405.00 0.00 80'-65' Concealment Panel B From Face 0.50 0.00 0.00 0.0000 80.00 - 65.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 405.00 0.00 80'-65' Concealment Panel C From Face 0.50 0.00 0.00 0.0000 80.00 - 65.00 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 405.00 0.00 42.5'-37.5' Concealment Panel A From Face 0.50 0.00 0.00 0.0000 42.50 - 37.50 No Ice 1/2'' Ice 0.00 0.00 0.00 0.00 135.00 0.00 11/15/21 A-2021-0205 T4 2 0.39" (10mm) Fiber Trunk 67.47 - 73.89 0.0000 0.0000 T4 4 1 1/4" Hybriflex Cable 67.47 - 73.89 0.0000 0.0000 T4 5 7/8" Coax 67.47 - 73.89 0.0000 0.0000 T4 7 1.41" (35.8mm) Hybrid 67.47 - 73.89 0.0000 0.0000 T5 1 0.78" (19.7mm) 8 AWG 6 64.64 - 67.47 0.0000 0.0000 T5 2 0.39" (10mm) Fiber Trunk 64.64 - 67.47 0.0000 0.0000 T5 4 1 1/4" Hybriflex Cable 64.64 - 67.47 0.0000 0.0000 T5 5 7/8" Coax 64.64 - 67.47 0.0000 0.0000 T5 7 1.41" (35.8mm) Hybrid 64.64 - 67.47 0.0000 0.0000 T6 1 0.78" (19.7mm) 8 AWG 6 40.87 - 64.64 0.0000 0.0000 T6 2 0.39" (10mm) Fiber Trunk 40.87 - 64.64 0.0000 0.0000 T6 4 1 1/4" Hybriflex Cable 40.87 - 64.64 0.0000 0.0000 T6 5 7/8" Coax 40.87 - 64.64 0.0000 0.0000 T6 7 1.41" (35.8mm) Hybrid 40.87 - 64.64 0.0000 0.0000 T7 1 0.78" (19.7mm) 8 AWG 6 0.00 - 40.87 0.0000 0.0000 T7 2 0.39" (10mm) Fiber Trunk 0.00 - 40.87 0.0000 0.0000 T7 4 1 1/4" Hybriflex Cable 0.00 - 40.87 0.0000 0.0000 T7 5 7/8" Coax 0.00 - 40.87 0.0000 0.0000 T7 7 1.41" (35.8mm) Hybrid 0.00 - 40.87 0.0000 0.0000 11/15/21 A-2021-0205 0.000 0.000 0.000 0.000 0.000 6.590 0.000 0.000 0.000 0.00 0.00 43.55 T3 80.75-73.89 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.439 0.000 0.000 0.000 0.00 0.00 48.44 T4 73.89-67.48 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.237 0.000 0.000 0.000 0.00 0.00 76.17 T5 67.48-64.65 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.043 0.000 0.000 0.000 0.00 0.00 33.59 T6 64.65-40.88 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 67.554 0.000 0.000 0.000 0.00 0.00 282.15 T7 40.88-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 116.167 0.000 0.000 0.000 0.00 0.00 485.19 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight lb T1 100.00-90.75 A B C 0.556 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.950 0.000 0.000 0.000 0.00 0.00 58.24 T2 90.75-80.75 A B C 0.550 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.424 0.000 0.000 0.000 0.00 0.00 123.06 T3 80.75-73.89 A B C 0.544 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20.321 0.000 0.000 0.000 0.00 0.00 150.57 T4 73.89-67.48 A B C 0.540 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 36.415 0.000 0.000 0.000 0.00 0.00 262.58 T5 67.48-64.65 A B C 0.536 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.046 0.000 0.000 0.000 0.00 0.00 115.05 T6 64.65-40.88 A B C 0.524 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 134.409 0.000 0.000 0.000 0.00 0.00 945.90 T7 40.88-0.00 A B C 0.477 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 228.623 0.000 0.000 0.000 0.00 0.00 1490.58 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in 11/15/21 A-2021-0205 Width Deduct in U T1 100.00-90.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2 90.75-80.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3 80.75-73.89 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 73.89-67.48 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 67.48-64.65 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 64.65-40.88 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7 40.88-0.00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Clear Spacing in Width or Diameter in Perimeter in Weight plf 0.78'' (19.7mm) 8 AWG 6 C No No Ar (CaAa) 96.00 - 0.00 6 1 0.5000 0.7800 0.59 0.39'' (10mm) Fiber Trunk C No No Ar (CaAa) 96.00 - 0.00 3 1 0.5000 0.3900 0.06 *** 1 1/4'' Hybriflex Cable C No No Ar (CaAa) 76.00 - 0.00 1 1 0.5000 1.5400 1.00 7/8'' Coax C No No Ar (CaAa) 76.00 - 0.00 18 1 0.5000 1.0900 0.33 *** 1.41'' (35.8mm) Hybrid C No No Ar (CaAa) 86.00 - 0.00 1 1 0.5000 1.4100 1.21 *** *** Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft Weight plf *** *** Feed Line/Linear Appurtenances Section Areas 11/15/21 A-2021-0205 1 1 1 36.0000 36.0000 36.0000 Tower Section Geometry (cont’d) K Factors1 Tower Elevation ft Calc K Single Angles Calc K Solid Rounds Legs X Brace Diags X Y K Brace Diags X Y Single Diags X Y Girts X Y Horiz. X Y Sec. Horiz. X Y Inner Brace X Y T1 100.00-90.75 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T2 90.75-80.75 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T3 80.75-73.89 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T4 73.89-67.48 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T5 67.48-64.65 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T6 64.65-40.88 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T7 40.88-0.00 No No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. Tower Section Geometry (cont’d) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U T1 100.00-90.75 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2 90.75-80.75 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3 80.75-73.89 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 73.89-67.48 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 67.48-64.65 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 64.65-40.88 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7 40.88-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 11/15/21 A-2021-0205 (42 ksi) Solid Round A572-50 (50 ksi) Tower Section Geometry (cont’d) Tower Elevation ft Top Girt Type Top Girt Size Top Girt Grade Bottom Girt Type Bottom Girt Size Bottom Girt Grade T1 100.00-90.75 Channel C12x30 A36 (36 ksi) Channel C12x30 A36 (36 ksi) T3 80.75-73.89 Wide Flange W12x50 A36 (36 ksi) Tube A500-42 (42 ksi) T4 73.89-67.48 Tube HSS4x4x1/4 A500-42 (42 ksi) Tube A500-42 (42 ksi) T5 67.48-64.65 Tube HSS4x4x1/4 A500-42 (42 ksi) Tube A500-42 (42 ksi) T6 64.65-40.88 Tube HSS4x4x1/4 A500-42 (42 ksi) Tube A500-42 (42 ksi) T7 40.88-0.00 Wide Flange W24x84 A36 (36 ksi) Tube A500-42 (42 ksi) Tower Section Geometry (cont’d) Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in T1 100.00-90.75 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T2 90.75-80.75 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 T3 80.75-73.89 0.00 0.0000 A36 (36 ksi) 1 1 1 36.0000 36.0000 36.0000 11/15/21 A-2021-0205 Diagonal Spacing ft Bracing Type Has K Brace End Panels Has Horizontals Top Girt Offset in Bottom Girt Offset in T1 100.00-90.75 8.50 X Brace No Yes 9.0000 0.0000 T2 90.75-80.75 10.00 X Brace No Yes 0.0000 0.0000 T3 80.75-73.89 5.86 X Brace No Yes 12.0000 0.0000 T4 73.89-67.48 6.42 X Brace No Yes 0.0000 0.0000 T5 67.48-64.65 2.83 X Brace No Yes 0.0000 0.0000 T6 64.65-40.88 23.77 X Brace No Yes 0.0000 0.0000 T7 40.88-0.00 39.88 X Brace No Yes 12.0000 0.0000 11/15/21 A-2021-0205 Outside and Inside Corner Radii Are Known 11/15/21 A-2021-0205 Envelope AISC 3RD: LRFD Member Steel Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft]Cb Eqn 1 M40 W24X84 0.616 0 20 0.194 5.781 y 20 483.721 800.28 84.772 512.094 1 H1-1b 2 M41 W24X84 0.616 15 24 0.194 9.219 y 24 483.721 800.28 84.772 512.094 1 H1-1b 3 M42 W24X84 0.616 0 4 0.194 5.781 y 4 483.721 800.28 84.772 512.094 1 H1-1b 4 M8 C12X30 0.591 15 24 0.036 15 y 24 33.716 285.444 8.308 52.812 1 H1-1b 5 M9 C12X30 0.591 0 4 0.036 0 y 4 33.716 285.444 8.308 52.812 1 H1-1b 6 M7 C12X30 0.591 0 20 0.036 0 y 20 33.716 285.444 8.308 52.812 1 H1-1b 7 M16 W12X50 0.583 0 20 0.156 0 y 20 287.061 473.04 56.439 173.035 1 H1-1b 8 M17 W12X50 0.583 15 24 0.156 15 y 24 287.061 473.04 56.439 173.035 1 H1-1b 11/15/21 A-2021-0205 1 M1 Yes ** NA ** None 2 M2 Yes ** NA ** None 3 M3 Yes ** NA ** None 4 M4 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes None 9 M9 Yes None 10 M10 Yes ** NA ** None 11 M11 Yes ** NA ** None 12 M12 Yes ** NA ** None 13 M13 Yes ** NA ** None 11/15/21 A-2021-0205 4 TWR_LEG_T2 P24x1/4 Column Pipe A53-B-35 Typical 18.653 1315.3431315.343 2630.685 5 TWR_LEG_T3 P24x1/4 Column Pipe A500-42 Typical 18.653 1315.3431315.343 2630.685 6 TWR_TOP_GIRT_T3 W12X50 Beam Wide Flange A36 Typical 14.6 56.3 391 1.71 7 TWR_LEG_T4 P24x1/4 Column Pipe A500-42 Typical 18.653 1315.3431315.343 2630.685 8 TWR_TOP_GIRT_T4 HSS4x4x1/4 Beam Tube A500-42 Typical 3.37 7.8 7.8 12.8 9 TWR_LEG_T5 P24x1/4 Column Pipe A500-42 Typical 18.653 1315.3431315.343 2630.685 10 TWR_TOP_GIRT_T5 HSS4x4x1/4 Beam Tube A500-42 Typical 3.37 7.8 7.8 12.8 11 TWR_LEG_T6 P24x1/4 Column Pipe A500-42 Typical 18.653 1315.3431315.343 2630.685 12 TWR_TOP_GIRT_T6 HSS4x4x1/4 Beam Tube A500-42 Typical 3.37 7.8 7.8 12.8 13 TWR_LEG_T7 P24x3/8 Column Pipe A500-42 Typical 27.833 1942.2991942.2993884.597 14 TWR_TOP_GIRT_T7 W24X84 Beam Wide Flange A36 Typical 24.7 94.4 2370 3.7 11/15/21 A-2021-0205 4 1.2 Dead+1.0 Wind 30 deg - No Ice Yes Y 1 1.2 3 1 40 1.2 41 1 0 0 0 0 0 5 0.9 Dead+1.0 Wind 30 deg - No Ice Yes Y 1 0.9 3 1 40 0.9 41 1 0 0 0 0 0 6 1.2 Dead+1.0 Wind 60 deg - No Ice Yes Y 1 1.2 4 1 40 1.2 41 1 0 0 0 0 0 7 0.9 Dead+1.0 Wind 60 deg - No Ice Yes Y 1 0.9 4 1 40 0.9 41 1 0 0 0 0 0 8 1.2 Dead+1.0 Wind 90 deg - No Ice Yes Y 1 1.2 5 1 40 1.2 41 1 0 0 0 0 0 9 0.9 Dead+1.0 Wind 90 deg - No Ice Yes Y 1 0.9 5 1 40 0.9 41 1 0 0 0 0 0 10 1.2 Dead+1.0 Wind 120 deg - No Ice Yes Y 1 1.2 6 1 40 1.2 41 1 0 0 0 0 0 11 0.9 Dead+1.0 Wind 120 deg - No Ice Yes Y 1 0.9 6 1 40 0.9 41 1 0 0 0 0 0 12 1.2 Dead+1.0 Wind 150 deg - No Ice Yes Y 1 1.2 7 1 40 1.2 41 1 0 0 0 0 0 13 0.9 Dead+1.0 Wind 150 deg - No Ice Yes Y 1 0.9 7 1 40 0.9 41 1 0 0 0 0 0 14 1.2 Dead+1.0 Wind 180 deg - No Ice Yes Y 1 1.2 8 1 40 1.2 41 1 0 0 0 0 0 15 0.9 Dead+1.0 Wind 180 deg - No Ice Yes Y 1 0.9 8 1 40 0.9 41 1 0 0 0 0 0 16 1.2 Dead+1.0 Wind 210 deg - No Ice Yes Y 1 1.2 9 1 40 1.2 41 1 0 0 0 0 0 11/15/21 A-2021-0205