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Home My WebLink AboutSTAMPED PDF. DISH WIRELESS L.L.C. @ 5080 Relay Tower, FL (13709669_C3_03). Structural Analysis (95%) Telamon 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 :200 ft Guyed Tower ATC Site Name :Relay Tower,FL ATC Site Number :5080 Engineering Number :13709669_C3_03 Proposed Carrier :DISH WIRELESS L.L.C. Carrier Site Name :MIMIA00246A Carrier Site Number :MIMIA00246A Site Location :1480 Dyer Rd Port Saint Lucie, FL 34952-2861 27.32451111, -80.31124722 County :St. Lucie Date :August 26, 2021 Max Usage :95% Result :Pass Prepared By: Temitope Olaniyan CLS Reviewed By: 08/27/2021 Eng. Number 13709669_C3_03 August 26, 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.....................................................................................................................5 Structure Usages............................................................................................................................6 Foundations...................................................................................................................................6 Deflection, Twist and Sway*..........................................................................................................6 Standard Conditions ......................................................................................................................7 Calculations …………………………………………………………..Attached Eng. Number 13709669_C3_03 August 26, 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 200 ft Guyed tower to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Mapping By BCI, dated July 16, 2005 Foundation Drawing Mapping By BCI, dated July 28, 2005 Geotechnical Report Delta Oaks Group Project #GEO21-10574-03, dated August 24, 2021 Modifications ATC Engineering #73123875, dated October 03, 2005 ATC Engineering #40642236, dated September 25, 2007 ATC Engineering #43651732, dated January 11, 2010 ATC Job #OAA697703_C6_08, dated June 22, 2017 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:160 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code Exposure Category:B Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 0.05, S1 = 0.03 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. Eng. Number 13709669_C3_03 August 26, 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 207.4 1 Antel BCR-87010 90 Leg -VELOCITA WIRELESS 206.0 ---(1) 1 1/4" Coax OTHER 3 Ericsson Radio 4426 3 Ericsson RRUS 4415 B25 3 Ericsson RRUS 11 (Band 12) (55 lb) 9 Commscope SBNHH-1D85B (72.9") 2 Raycap DC6-48-60-18-8F ("Squid")190.0 3 Ericsson RRUS 32 B2 Sector Frame (3) 3/8" (0.38"- 9.5mm) RET Control Cable (3) 0.39" (10mm) Fiber Trunk (6) 0.78" (19.7mm) 8 AWG 6 (12) 1 5/8" Coax AT&T MOBILITY 3 Commscope CBC1923T-DS-43 6 JMA Wireless X7CQAP-665-VR0 3 Ericsson AIR 6449 B77D/ C-Band 2 Raycap RVZDC-6627-PF-48 3 Ericsson Radio 4449 - B13&B5 161.0 3 Ericsson 8843 Rev 2 Sector Frame (10) 1 5/8" Coax (2) 1 5/8" Hybriflex VERIZON WIRELESS 3 Ericsson RRUS-11 800 MHz 3 Nokia FWHR 3 RFS APXV9ERR18-C 3 Argus LLPX310R-V4 (3) 1 1/4" Hybriflex Cable (1) 1" conduit 9 Ericsson 800MHz SMR Filter 9 RFS ACU-A20-N 150.0 3 Ericsson RRUS 31 B25 Sector Frame (1) 1.16" (29.5mm) SOOW SPRINT NEXTEL 3 Til-Tek TA-819-10H-39B126.0 3 Til-Tek TA-819-10V-39B Sector Frame (6) 1 1/4" Coax 3 Til-Tek TA-819-10V-39B112.0 3 Til-Tek TA-819-10H-39B Sector Frame (6) 1 1/4" Coax (6) 7/8" Coax GOGO BUSINESS AVIATION LLC 44.3 1 Kathrein Scala HDCA-5/HCM Leg (1) 1/2" Coax WAY FM MEDIA GROUP Equipment to be Removed Elev.1 (ft)Qty Equipment Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Eng. Number 13709669_C3_03 August 26, 2021 Page. 5 Telamon CLS ▪ 319 Chapanoke Road, Suite 118, Raleigh, NC 27603 ▪ Office: (405) 348-5742 ▪ www.telamon.com Proposed Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 3 JMA Wireless MX08FRO665-21 1 Commscope RDIDC-9181-PF-48 3 Fujitsu TA08025-B604180.0 3 Fujitsu TA08025-B605 Sector Frame (1) 1.75" (44.5mm) 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 on the tower face with the least amount of existing lines. Eng. Number 13709669_C3_03 August 26, 2021 Page. 6 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 84%Pass Diagonals 80%Pass Horizontals 65%Pass Guys 73%Pass Foundations Reaction Component Analysis Reactions % of Usage Base Axial (kips)171.8 64% Anchor 1 Uplift (kips)14.7 40% Anchor 1 Shear (kips)31.8 73% Anchor 2 Uplift (kips)60.1 95% Anchor 2 Shear (kips)63.2 62% 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. Deflection, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Twist (°) Sway (Rotation) (°) Commscope RDIDC-9181-PF-48 Fujitsu TA08025-B604 Fujitsu TA08025-B605180.0 JMA Wireless MX08FRO665-21 DISH WIRELESS L.L.C.0.090 0.000 0.025 Commscope CBC1923T-DS-43 Ericsson 8843 Rev 2 Ericsson AIR 6449 B77D/ C-Band Ericsson Radio 4449 - B13&B5 161.0 Raycap RVZDC-6627-PF-48 VERIZON WIRELESS 0.086 0.000 0.033 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Eng. Number 13709669_C3_03 August 26, 2021 Page. 7 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. JOB INFORMATION Asset:5080, Relay Tower Height :200 ft Client DISH WIRELESS L.L.C.Base Width :4 ft Code: ANSI/TIA-222-H Shape :Triangle SITE PARAMETERS Nominal Wind :160 mph wind with no ice Exposure :B Site Class :D Ice Wind:30 mph wind with 0" radial Topo Method: Method 1 Risk Cat : II Service Wind :60 mph Serviceability Topo Feature : Ss :0.049 S1 :0.027 SECTION PROPERTIES Section Leg Members Diagonal Members Horizontal Members 1 CHN 36 ksi C10 x 15.3 CHN 36 ksi C10 x 15.3 2 60D 50 ksi 60D 5X5X0.SAE 36 ksi 1.5X1.5X0.1875 3 60D 50 ksi 60D 5X5X0.SAE 36 ksi 2X2X0.25 4 60D 50 ksi 60D 4X4X0.SAE 36 ksi 1.5X1.5X0.25 5 60D 50 ksi 60D 4X4X0.SAE 36 ksi 1.5X1.5X0.125 6 60D 50 ksi 60D 4X4X0.SAE 36 ksi 1.75X1.75X0.1875 7 60D 50 ksi 60D 4X4X0.SAE 36 ksi 1.5X1.5X0.125 8 60D 50 ksi 60D 4X4X0.SAE 36 ksi 1.75X1.75X0.1875 9 60D 50 ksi 60D 3.5X3.SAE 36 ksi 1.75X1.75X0.1875 10 60D 50 ksi 60D 3.5X3.DAE 36 ksi 1.75X1.75X0.1875 11 60D 50 ksi 60D 3.5X3.SAE 36 ksi 1.75X1.75X0.1875 12 60D 50 ksi 60D 3X3X0.SAE 36 ksi 1.75X1.75X0.1875 13 60D 50 ksi 60D 4X4X0.SAE 36 ksi 2X2X0.1875 SAE 36 ksi 3X3X0.25 14 60D 50 ksi 60D 4X4X0.SAE 36 ksi 2X2X0.1875 SAE 36 ksi 1.75X1.75X0.1875 15 60D 50 ksi 60D 4X4X0.SAE 36 ksi 1.75X1.75X0.1875 REDUNDANT SECONDARY BRACING Section Sub Diag 1 Sub Horiz 1 Sub Diag 2 Sub Horiz 2 Sub Diag 3 Sub Horiz 3 1 - 5 ------ 6 -S2X2X0.1875 ---- 7 - 9 -S1.75X1.75X0.1 ---- 10 - 15 ------ DISCRETE APPURTENANCE Elev (ft)Type Qty Description 207.40 OMNI-GRID 1 Antel BCR-87010 90 194.90 RRU/RRH 3 Ericsson RRUS 4415 B25 194.90 RRU/RRH 3 Ericsson Radio 4426 194.90 RRU/RRH 3 Ericsson RRUS 11 (Band 12) (55 190.00 BOB/SSB 2 Raycap DC6-48-60-18-8F ("Squid 190.00 PANEL 9 Commscope SBNHH-1D85B (72.9") 190.00 RRU/RRH 3 Ericsson RRUS 32 B2 190.00 Sector Frame 3 Flat Light Sector Frame 185.00 Other 1 Torque Arms 180.00 BOB/SSB 1 Commscope RDIDC-9181-PF-48 180.00 PANEL 3 JMA Wireless MX08FRO665-21 180.00 RRU/RRH 3 Fujitsu TA08025-B604 180.00 RRU/RRH 3 Fujitsu TA08025-B605 180.00 Sector Frame 3 Generic Flat Light Sector Fram 161.00 BOB/SSB 2 Raycap RVZDC-6627-PF-48 161.00 DIPLEXER/DUAL COUPLER 3 Commscope CBC1923T-DS-43 161.00 PANEL 3 Ericsson AIR 6449 B77D/ C-Band 161.00 PANEL 6 JMA Wireless X7CQAP-665-VR0 161.00 RRU/RRH 3 Ericsson 8843 Rev 2 161.00 RRU/RRH 3 Ericsson Radio 4449 - B13&B5 JOB INFORMATION Asset:5080, Relay Tower Height :200 ft Client DISH WIRELESS L.L.C.Base Width :4 ft Code: ANSI/TIA-222-H Shape :Triangle DISCRETE APPURTENANCE Elev (ft)Type Qty Description 161.00 Sector Frame 3 Flat Light Sector Frame 157.70 RRU/RRH 3 Ericsson RRUS-11 800 MHz 156.90 RRU/RRH 3 Nokia FWHR 156.10 PANEL 3 RFS APXV9ERR18-C 155.00 PANEL 3 Argus LLPX310R-V4 150.00 Filter 9 Ericsson 800MHz SMR Filter 150.00 RET/RCU 9 RFS ACU-A20-N 150.00 RRU/RRH 3 Ericsson RRUS 31 B25 150.00 Sector Frame 3 Round Sector Frame 127.00 Sector Frame 3 Round Sector Frame 126.00 PANEL 3 Til-Tek TA-819-10V-39B 126.00 PANEL 3 Til-Tek TA-819-10H-39B 112.30 PANEL 3 Til-Tek TA-819-10V-39B 112.20 PANEL 3 Til-Tek TA-819-10H-39B 109.00 Sector Frame 3 Round Sector Frame 44.30 YAGI 1 Kathrein Scala HDCA-5/HCM LINEAR APPURTENANCE Elev (ft) From To Qty Description 0.00 206.00 1 1 1/4" Coax 0.00 193.80 3 3/8" (0.38"- 9.5mm) RET Control Cable 10.00 190.00 12 1 5/8" Coax 0.00 190.00 6 0.78" (19.7mm) 8 AWG 6 0.00 190.00 3 0.39" (10mm) Fiber Trunk 0.00 180.00 1 1.75" (44.5mm) Hybrid 10.00 161.00 1 Waveguide 0.00 161.00 2 1 5/8" Hybriflex 10.00 161.00 10 1 5/8" Coax 10.00 155.00 1 1" conduit 10.00 155.00 3 1 1/4" Hybriflex Cable 0.00 150.00 1 1.16" (29.5mm) SOOW 10.00 127.00 1 Waveguide 0.00 126.00 6 1 1/4" Coax 0.00 112.00 6 1 1/4" Coax 0.00 108.00 6 7/8" Coax 10.00 44.30 1 1/2" Coax JOB INFORMATION Asset:5080, Relay Tower Height :200 ft Client DISH WIRELESS L.L.C.Base Width :4 ft Code: ANSI/TIA-222-H Shape :Triangle GUY ANCHOR DESIGN LOADS Radius (ft)Drop (ft)Azimuth (o)Uplift (kip)Shear (kip) 147.00 1.00 240 14.68 31.75 149.00 0.00 0 14.71 31.78 150.00 2.00 120 14.18 31.74 157.00 -1.00 0 60.14 63.16 157.00 1.00 240 59.38 63.18 159.00 1.00 120 58.66 63.21 GLOBAL BASE FOUNDATION DESIGN LOADS Vertical (kip)Horizontal (kip) 171.80 3.46 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 ANALYSIS PARAMETERS Location:St.Lucie County,FL Height:200 ft Type and Shape:Guyed,Triangle Base Elevation:0.00 ft Manufacturer:Undetermined Bottom Face Width:4.00 ft Kd 0.85 Top Face Width:4.00 ft Ke: 1.00 ICE & WIND PARAMETERS Exposure Category:B Design Wind Speed Without Ice:160 mph Risk Category:II Design Wind Speed with Ice:30 mph Topographic Factor Procedure:Method 1 Operational Windspeed:60 mph Topographic Category: Flat Design Ice Thickness:0.00 in Crest Height: 0 ft HMSL:18 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.61 TL (sec):8 P:1.3 Cs:0.030 Ss:0.049 S1:0.027 Cs, Max:0.030 Fa:1.600 Fv:2.400 Cs, Min:0.030 Sds:0.052 Sd1:0.043 LOAD CASES 1.2D + 1.0W Normal 160 mph wind with no ice 1.2D + 1.0W 60°160 mph wind with no ice 1.2D + 1.0W 90°160 mph wind with no ice 1.2D + 1.0W 120°160 mph wind with no ice 1.2D + 1.0W 180°160 mph wind with no ice 1.2D + 1.0W 210°160 mph wind with no ice 1.2D + 1.0W 240°160 mph wind with no ice 1.2D + 1.0W 300°160 mph wind with no ice 1.2D + 1.0W 330°160 mph wind with no ice 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 60°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 90°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 120°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 180°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 210°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 240°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 300°30 mph wind with 0" radial ice 1.2D + 1.0Di + 1.0Wi 330°30 mph wind with 0" radial ice 1.2D + 1.0Ev + 1.0Eh Normal Seismic 1.2D + 1.0Ev + 1.0Eh 60°Seismic 1.2D + 1.0Ev + 1.0Eh 90°Seismic 1.2D + 1.0Ev + 1.0Eh 120°Seismic 1.2D + 1.0Ev + 1.0Eh 180°Seismic 1.2D + 1.0Ev + 1.0Eh 210°Seismic 1.2D + 1.0Ev + 1.0Eh 240°Seismic 1.2D + 1.0Ev + 1.0Eh 300°Seismic 1.2D + 1.0Ev + 1.0Eh 330°Seismic 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service 60°60 mph Wind with No Ice 1.0D + 1.0W Service 90°60 mph Wind with No Ice 1.0D + 1.0W Service 120°60 mph Wind with No Ice 1.0D + 1.0W Service 180°60 mph Wind with No Ice 1.0D + 1.0W Service 210°60 mph Wind with No Ice 1.0D + 1.0W Service 240°60 mph Wind with No Ice 1.0D + 1.0W Service 300°60 mph Wind with No Ice 1.0D + 1.0W Service 330°60 mph Wind with No Ice ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 TOWER LOADING Discrete Appurtenance Properties 1.2D + 1.0W Elev (ft)Description Qty Wt. (lb) EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 207.4 Antel BCR-87010 90 1 38 6.3 11.1 4.3 6.9 1.00 1.00 0.0 0.00 67.76 364 46 194.9 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 66.57 112 175 194.9 Ericsson RRUS 4415 B25 3 46 1.8 1.4 13.4 5.9 0.80 0.50 0.0 0.00 66.57 125 166 194.9 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 66.57 171 198 190.0 Raycap DC6-48-60-18-8F ("Squid 2 32 1.5 2.0 11.0 11.0 0.80 0.50 0.0 0.00 66.09 66 76 190.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 66.09 185 191 190.0 Commscope SBNHH-1D85B (72.9")9 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 66.09 2288 455 190.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 66.09 1516 1440 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 65.59 836 600 180.0 Commscope RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 0.50 0.0 0.00 65.07 41 26 180.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 65.07 130 230 180.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 65.07 130 270 180.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 65.07 1061 232 180.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 65.07 1671 1440 161.0 Commscope CBC1923T-DS-43 3 8 0.3 0.6 5.5 4.0 0.80 0.50 0.0 0.00 63.03 20 30 161.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 63.03 106 270 161.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 63.03 106 252 161.0 Raycap RVZDC-6627-PF-48 2 32 3.8 2.4 15.7 10.3 0.80 0.50 0.0 0.00 63.03 162 77 161.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 63.03 363 294 161.0 JMA Wireless X7CQAP-665-VR0 6 46 9.5 6.0 14.6 7.3 0.80 0.67 0.0 0.00 63.03 1645 333 161.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 63.03 1446 1440 157.7 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 62.66 161 194 156.9 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 62.57 66 95 156.1 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 62.48 706 180 155.0 Argus LLPX310R-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.63 0.0 0.00 62.35 345 103 150.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 61.77 22 11 150.0 Ericsson 800MHz SMR Filter 9 10 0.4 0.4 11.0 4.5 0.80 0.50 0.0 0.00 61.77 80 108 150.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 61.77 102 202 150.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 61.77 1276 1080 127.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 58.90 1217 1080 126.0 Til-Tek TA-819-10H-39B 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.00 58.77 1202 338 126.0 Til-Tek TA-819-10V-39B 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.00 58.77 1506 385 112.3 Til-Tek TA-819-10V-39B 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.00 56.87 1458 385 112.2 Til-Tek TA-819-10H-39B 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.00 56.85 1163 338 109.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 56.39 1165 1080 44.3 Kathrein Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.00 43.60 74 25 Totals 119 11,538 830.4 23,087 13,846 TOWER LOADING Discrete Appurtenance Properties 1.2D + 1.0Di + 1.0Wi Elev (ft)Description Qty Ice Wt (lb) Ice EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 207.4 Antel BCR-87010 90 1 38 6.3 11.1 4.3 6.9 1.00 1.00 0.0 0.00 2.38 13 46 194.9 Ericsson Radio 4426 3 48 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 2.34 4 175 194.9 Ericsson RRUS 4415 B25 3 46 1.8 1.4 13.4 5.9 0.80 0.50 0.0 0.00 2.34 4 166 194.9 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 2.34 6 198 190.0 Raycap DC6-48-60-18-8F ("Squid 2 32 1.5 2.0 11.0 11.0 0.80 0.50 0.0 0.00 2.32 2 76 190.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 2.32 7 191 190.0 Commscope SBNHH-1D85B (72.9")9 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 2.32 80 455 190.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 2.32 53 1440 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 2.31 29 600 180.0 Commscope RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 0.50 0.0 0.00 2.29 1 26 180.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 2.29 5 230 180.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 2.29 5 270 180.0 JMA Wireless MX08FRO665-21 3 64 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 2.29 37 232 180.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.29 59 1440 161.0 Commscope CBC1923T-DS-43 3 8 0.3 0.6 5.5 4.0 0.80 0.50 0.0 0.00 2.22 1 30 161.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 2.22 4 270 161.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 2.22 4 252 161.0 Raycap RVZDC-6627-PF-48 2 32 3.8 2.4 15.7 10.3 0.80 0.50 0.0 0.00 2.22 6 77 161.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 2.22 13 294 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 Elev (ft)Description Qty Ice Wt (lb) Ice EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 161.0 JMA Wireless X7CQAP-665-VR0 6 46 9.5 6.0 14.6 7.3 0.80 0.67 0.0 0.00 2.22 58 333 161.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 2.22 51 1440 157.7 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 2.20 6 194 156.9 Nokia FWHR 3 26 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 2.20 2 95 156.1 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 2.20 25 180 155.0 Argus LLPX310R-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.63 0.0 0.00 2.19 12 103 150.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 2.17 1 11 150.0 Ericsson 800MHz SMR Filter 9 10 0.4 0.4 11.0 4.5 0.80 0.50 0.0 0.00 2.17 3 108 150.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 2.17 4 202 150.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.17 45 1080 127.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.07 43 1080 126.0 Til-Tek TA-819-10H-39B 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.00 2.07 42 338 126.0 Til-Tek TA-819-10V-39B 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.00 2.07 53 385 112.3 Til-Tek TA-819-10V-39B 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.00 2.00 51 385 112.2 Til-Tek TA-819-10H-39B 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.00 2.00 41 338 109.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 1.98 41 1080 44.3 Kathrein Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.00 1.53 3 25 Totals 119 11,538 830.4 812 13,846 TOWER LOADING Discrete Appurtenance Properties 1.0D + 1.0W Service Elev (ft)Description Qty Wt. (lb) EPA (sf) Length (ft) Width (in) Depth (in)Ka Orient Factor Vert Ecc (ft) Mu (lb-ft) Qz (psf) Fa (WL) (lb) Pa (DL) (lb) 207.4 Antel BCR-87010 90 1 38 6.3 11.1 4.3 6.9 1.00 1.00 0.0 0.00 9.53 51 38 194.9 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 9.36 16 146 194.9 Ericsson RRUS 4415 B25 3 46 1.8 1.4 13.4 5.9 0.80 0.50 0.0 0.00 9.36 18 138 194.9 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 9.36 24 165 190.0 Raycap DC6-48-60-18-8F ("Squid 2 32 1.5 2.0 11.0 11.0 0.80 0.50 0.0 0.00 9.29 9 64 190.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 9.29 26 159 190.0 Commscope SBNHH-1D85B (72.9")9 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 9.29 322 379 190.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 9.29 213 1200 185.0 Torque Arms 1 500 15.0 0.0 0.0 0.0 1.00 1.00 0.0 0.00 9.22 118 500 180.0 Commscope RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 0.50 0.0 0.00 9.15 6 22 180.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 9.15 18 192 180.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 9.15 18 225 180.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 9.15 149 194 180.0 Generic Flat Light Sector Fram 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 9.15 235 1200 161.0 Commscope CBC1923T-DS-43 3 8 0.3 0.6 5.5 4.0 0.80 0.50 0.0 0.00 8.86 3 25 161.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 8.86 15 225 161.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 8.86 15 210 161.0 Raycap RVZDC-6627-PF-48 2 32 3.8 2.4 15.7 10.3 0.80 0.50 0.0 0.00 8.86 23 64 161.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 8.86 51 245 161.0 JMA Wireless X7CQAP-665-VR0 6 46 9.5 6.0 14.6 7.3 0.80 0.67 0.0 0.00 8.86 231 277 161.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 8.86 203 1200 157.7 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 8.81 23 162 156.9 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 8.80 9 80 156.1 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 8.79 99 150 155.0 Argus LLPX310R-V4 3 29 4.3 3.5 11.8 4.5 0.80 0.63 0.0 0.00 8.77 49 86 150.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 8.69 3 9 150.0 Ericsson 800MHz SMR Filter 9 10 0.4 0.4 11.0 4.5 0.80 0.50 0.0 0.00 8.69 11 90 150.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 8.69 14 168 150.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 8.69 179 900 127.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 8.28 171 900 126.0 Til-Tek TA-819-10H-39B 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.00 8.26 169 282 126.0 Til-Tek TA-819-10V-39B 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.00 8.26 212 321 112.3 Til-Tek TA-819-10V-39B 3 107 20.3 8.0 24.0 8.0 0.80 0.62 0.0 0.00 8.00 205 321 112.2 Til-Tek TA-819-10H-39B 3 94 15.9 8.0 18.0 6.0 0.80 0.63 0.0 0.00 8.00 163 282 109.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 7.93 164 900 44.3 Kathrein Scala HDCA-5/HCM 1 21 2.0 2.4 69.3 72.1 1.00 1.00 0.0 0.00 6.13 10 21 Totals 119 11,538 830.4 3,247 11,538 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 TOWER LOADING Linear Appurtenance Properties Elev From (ft) Elev To (ft)Description Qty Width (in) Weight (lb/ft) % In Wind Spread On Faces Bundling Cluster Dia (in) Out of Zone Spacing (in) Orient Factor Ka Override 10.0 190.0 1 5/8" Coax 12 1.98 0.82 50 3 Block 0.00 N 1.00 1.00 0.00 10.0 161.0 Waveguide 1 1.25 6.00 100 2 Individual 0.00 N 1.00 1.00 0.00 10.0 161.0 1 5/8" Coax 10 1.98 0.82 50 2 Block 0.00 N 1.00 1.00 0.00 10.0 155.0 1 1/4" Hybriflex Cable 3 1.54 1.00 67 2 Block 0.00 N 1.00 1.00 0.00 10.0 155.0 1" conduit 1 1.32 1.68 100 2 Individual 0.00 N 1.00 1.00 0.00 10.0 127.0 Waveguide 1 1.25 6.00 100 1 Individual 0.00 N 1.00 1.00 0.00 10.0 44.3 1/2" Coax 1 0.63 0.15 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 206.0 1 1/4" Coax 1 1.55 0.63 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 193.8 3/8" (0.38"- 9.5mm) RET Contro 3 0.38 0.23 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 190.0 0.78" (19.7mm) 8 AWG 6 6 0.78 0.59 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 190.0 0.39" (10mm) Fiber Trunk 3 0.39 0.06 100 3 Individual 0.00 N 1.00 1.00 0.01 0.0 180.0 1.75" (44.5mm) Hybrid 1 1.75 2.72 100 3 Individual 0.00 N 1.00 1.00 0.00 0.0 161.0 1 5/8" Hybriflex 2 1.98 1.30 100 2 Individual 0.00 N 1.00 1.00 0.00 0.0 150.0 1.16" (29.5mm) SOOW 1 1.16 0.96 100 2 Individual 0.00 N 1.00 1.00 0.00 0.0 126.0 1 1/4" Coax 6 1.55 0.63 50 1 Block 0.00 N 1.00 1.00 0.00 0.0 112.0 1 1/4" Coax 6 1.55 0.63 50 1 Block 0.00 N 1.00 1.00 0.00 0.0 108.0 7/8" Coax 6 1.09 0.33 100 1 Individual 0.00 N 1.00 1.00 0.00 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES 1.2D + 1.0W Normal Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 122 0 456 20 475 14 191 66.15 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 745 0 1857 495 2351 13 182 65.33 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 462 0 887 456 1343 12 170 64.02 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1352 0 2420 1978 4398 11 155 62.35 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 845 0 1262 1765 3027 10 145 61.18 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 1080 0 1238 1861 3099 9 130 59.30 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 2001 0 2692 3802 6494 8 110 56.53 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 2289 0 2702 4477 7178 7 90 53.38 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 2189 0 2476 4622 7098 6 70 49.68 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 2341 0 2329 4302 6631 5 50 45.13 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 2178 0 2009 3914 5923 4 32 39.90 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1856 0 1242 2610 3853 3 18 38.97 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 2001 0 1441 2549 3990 2 6 38.97 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 644 0 735 577 1312 1 1 38.97 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 439 0 538 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 57,566 1.2D + 1.0W 60°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 122 0 364 20 384 14 191 66.15 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 745 0 1485 495 1980 13 182 65.33 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 462 0 710 456 1166 12 170 64.02 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1352 0 1936 1978 3914 11 155 62.35 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 845 0 1010 1765 2775 10 145 61.18 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 1080 0 991 1861 2851 9 130 59.30 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 2001 0 2154 3802 5956 8 110 56.53 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 2289 0 2161 4477 6638 7 90 53.38 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 2189 0 1980 4622 6603 6 70 49.68 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 2341 0 1863 4302 6165 5 50 45.13 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 2178 0 1607 3914 5521 4 32 39.90 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1856 0 994 2610 3604 3 18 38.97 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 2001 0 1153 2549 3702 2 6 38.97 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 644 0 588 577 1165 1 1 38.97 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 439 0 430 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 52,817 1.2D + 1.0W 90°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 122 0 387 20 407 14 191 66.15 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 745 0 1578 495 2073 13 182 65.33 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 462 0 754 456 1210 12 170 64.02 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1352 0 2057 1978 4035 11 155 62.35 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 845 0 1073 1765 2838 10 145 61.18 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 1080 0 1053 1861 2913 9 130 59.30 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 2001 0 2288 3802 6090 8 110 56.53 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 2289 0 2296 4477 6773 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 7 90 53.38 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 2189 0 2104 4622 6726 6 70 49.68 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 2341 0 1980 4302 6282 5 50 45.13 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 2178 0 1707 3914 5621 4 32 39.90 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1856 0 1056 2610 3666 3 18 38.97 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 2001 0 1225 2549 3774 2 6 38.97 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 644 0 625 577 1202 1 1 38.97 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 439 0 457 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 54,005 1.2D + 1.0W 120°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 122 0 456 20 475 14 191 66.15 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 745 0 1857 495 2351 13 182 65.33 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 462 0 887 456 1343 12 170 64.02 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1352 0 2420 1978 4398 11 155 62.35 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 845 0 1262 1765 3027 10 145 61.18 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 1080 0 1238 1861 3099 9 130 59.30 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 2001 0 2692 3802 6494 8 110 56.53 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 2289 0 2702 4477 7178 7 90 53.38 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 2189 0 2476 4622 7098 6 70 49.68 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 2341 0 2329 4302 6631 5 50 45.13 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 2178 0 2009 3914 5923 4 32 39.90 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1856 0 1242 2610 3853 3 18 38.97 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 2001 0 1441 2549 3990 2 6 38.97 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 644 0 735 577 1312 1 1 38.97 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 439 0 538 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 57,566 1.2D + 1.0W 180°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 122 0 364 20 384 14 191 66.15 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 745 0 1485 495 1980 13 182 65.33 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 462 0 710 456 1166 12 170 64.02 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1352 0 1936 1978 3914 11 155 62.35 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 845 0 1010 1765 2775 10 145 61.18 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 1080 0 991 1861 2851 9 130 59.30 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 2001 0 2154 3802 5956 8 110 56.53 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 2289 0 2161 4477 6638 7 90 53.38 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 2189 0 1980 4622 6603 6 70 49.68 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 2341 0 1863 4302 6165 5 50 45.13 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 2178 0 1607 3914 5521 4 32 39.90 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1856 0 994 2610 3604 3 18 38.97 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 2001 0 1153 2549 3702 2 6 38.97 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 644 0 588 577 1165 1 1 38.97 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 439 0 430 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 52,817 1.2D + 1.0W 210°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 122 0 387 20 407 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 14 191 66.15 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 745 0 1578 495 2073 13 182 65.33 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 462 0 754 456 1210 12 170 64.02 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1352 0 2057 1978 4035 11 155 62.35 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 845 0 1073 1765 2838 10 145 61.18 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 1080 0 1053 1861 2913 9 130 59.30 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 2001 0 2288 3802 6090 8 110 56.53 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 2289 0 2296 4477 6773 7 90 53.38 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 2189 0 2104 4622 6726 6 70 49.68 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 2341 0 1980 4302 6282 5 50 45.13 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 2178 0 1707 3914 5621 4 32 39.90 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1856 0 1056 2610 3666 3 18 38.97 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 2001 0 1225 2549 3774 2 6 38.97 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 644 0 625 577 1202 1 1 38.97 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 439 0 457 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 54,005 1.2D + 1.0W 240°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 122 0 456 20 475 14 191 66.15 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 745 0 1857 495 2351 13 182 65.33 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 462 0 887 456 1343 12 170 64.02 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1352 0 2420 1978 4398 11 155 62.35 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 845 0 1262 1765 3027 10 145 61.18 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 1080 0 1238 1861 3099 9 130 59.30 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 2001 0 2692 3802 6494 8 110 56.53 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 2289 0 2702 4477 7178 7 90 53.38 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 2189 0 2476 4622 7098 6 70 49.68 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 2341 0 2329 4302 6631 5 50 45.13 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 2178 0 2009 3914 5923 4 32 39.90 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1856 0 1242 2610 3853 3 18 38.97 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 2001 0 1441 2549 3990 2 6 38.97 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 644 0 735 577 1312 1 1 38.97 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 439 0 538 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 57,566 1.2D + 1.0W 300°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 122 0 364 20 384 14 191 66.15 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 745 0 1485 495 1980 13 182 65.33 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 462 0 710 456 1166 12 170 64.02 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1352 0 1936 1978 3914 11 155 62.35 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 845 0 1010 1765 2775 10 145 61.18 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 1080 0 991 1861 2851 9 130 59.30 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 2001 0 2154 3802 5956 8 110 56.53 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 2289 0 2161 4477 6638 7 90 53.38 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 2189 0 1980 4622 6603 6 70 49.68 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 2341 0 1863 4302 6165 5 50 45.13 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 2178 0 1607 3914 5521 4 32 39.90 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1856 0 994 2610 3604 3 18 38.97 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 2001 0 1153 2549 3702 2 6 38.97 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 644 0 588 577 1165 1 1 38.97 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 439 0 430 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 52,817 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES 1.2D + 1.0W 330°Gust Response Factor (Gh):0.85 160 mph wind with no ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 66.88 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 122 0 387 20 407 14 191 66.15 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 745 0 1578 495 2073 13 182 65.33 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 462 0 754 456 1210 12 170 64.02 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1352 0 2057 1978 4035 11 155 62.35 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 845 0 1073 1765 2838 10 145 61.18 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 1080 0 1053 1861 2913 9 130 59.30 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 2001 0 2288 3802 6090 8 110 56.53 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 2289 0 2296 4477 6773 7 90 53.38 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 2189 0 2104 4622 6726 6 70 49.68 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 2341 0 1980 4302 6282 5 50 45.13 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 2178 0 1707 3914 5621 4 32 39.90 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1856 0 1056 2610 3666 3 18 38.97 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 2001 0 1225 2549 3774 2 6 38.97 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 644 0 625 577 1202 1 1 38.97 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 439 0 457 0 394 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 54,005 1.2D + 1.0Di + 1.0Wi Normal Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 122 0 16 1 17 14 191 2.33 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 745 0 65 18 84 13 182 2.30 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 462 0 31 16 48 12 170 2.25 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1352 0 85 76 161 11 155 2.19 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 845 0 44 67 111 10 145 2.15 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 1080 0 44 72 115 9 130 2.08 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 2001 0 95 143 238 8 110 1.99 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 2289 0 95 167 262 7 90 1.88 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 2189 0 87 174 261 6 70 1.75 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 2341 0 82 161 243 5 50 1.59 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 2178 0 71 148 219 4 32 1.40 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1856 0 44 100 144 3 18 1.37 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 2001 0 51 95 146 2 6 1.37 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 644 0 26 23 49 1 1 1.37 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 439 0 19 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 2,110 1.2D + 1.0Di + 1.0Wi 60°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 122 0 13 1 14 14 191 2.33 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 745 0 52 18 70 13 182 2.30 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 462 0 25 16 41 12 170 2.25 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1352 0 68 76 144 11 155 2.19 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 845 0 35 67 103 10 145 2.15 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 1080 0 35 72 107 9 130 2.08 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 2001 0 76 143 219 8 110 1.99 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 2289 0 76 167 243 7 90 1.88 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 2189 0 70 174 243 6 70 1.75 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 2341 0 66 161 227 5 50 1.59 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 2178 0 56 148 205 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 4 32 1.40 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1856 0 35 100 135 3 18 1.37 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 2001 0 41 95 136 2 6 1.37 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 644 0 21 23 44 1 1 1.37 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 439 0 15 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 1,943 1.2D + 1.0Di + 1.0Wi 90°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 122 0 14 1 15 14 191 2.33 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 745 0 55 18 74 13 182 2.30 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 462 0 27 16 43 12 170 2.25 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1352 0 72 76 148 11 155 2.19 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 845 0 38 67 105 10 145 2.15 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 1080 0 37 72 109 9 130 2.08 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 2001 0 80 143 224 8 110 1.99 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 2289 0 81 167 247 7 90 1.88 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 2189 0 74 174 248 6 70 1.75 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 2341 0 70 161 231 5 50 1.59 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 2178 0 60 148 208 4 32 1.40 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1856 0 37 100 137 3 18 1.37 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 2001 0 43 95 138 2 6 1.37 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 644 0 22 23 45 1 1 1.37 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 439 0 16 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 1,985 1.2D + 1.0Di + 1.0Wi 120°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 122 0 16 1 17 14 191 2.33 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 745 0 65 18 84 13 182 2.30 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 462 0 31 16 48 12 170 2.25 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1352 0 85 76 161 11 155 2.19 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 845 0 44 67 111 10 145 2.15 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 1080 0 44 72 115 9 130 2.08 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 2001 0 95 143 238 8 110 1.99 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 2289 0 95 167 262 7 90 1.88 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 2189 0 87 174 261 6 70 1.75 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 2341 0 82 161 243 5 50 1.59 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 2178 0 71 148 219 4 32 1.40 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1856 0 44 100 144 3 18 1.37 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 2001 0 51 95 146 2 6 1.37 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 644 0 26 23 49 1 1 1.37 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 439 0 19 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 2,110 1.2D + 1.0Di + 1.0Wi 180°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 122 0 13 1 14 14 191 2.33 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 745 0 52 18 70 13 182 2.30 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 462 0 25 16 41 12 170 2.25 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1352 0 68 76 144 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 11 155 2.19 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 845 0 35 67 103 10 145 2.15 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 1080 0 35 72 107 9 130 2.08 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 2001 0 76 143 219 8 110 1.99 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 2289 0 76 167 243 7 90 1.88 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 2189 0 70 174 243 6 70 1.75 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 2341 0 66 161 227 5 50 1.59 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 2178 0 56 148 205 4 32 1.40 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1856 0 35 100 135 3 18 1.37 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 2001 0 41 95 136 2 6 1.37 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 644 0 21 23 44 1 1 1.37 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 439 0 15 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 1,943 1.2D + 1.0Di + 1.0Wi 210°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 122 0 14 1 15 14 191 2.33 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 745 0 55 18 74 13 182 2.30 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 462 0 27 16 43 12 170 2.25 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1352 0 72 76 148 11 155 2.19 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 845 0 38 67 105 10 145 2.15 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 1080 0 37 72 109 9 130 2.08 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 2001 0 80 143 224 8 110 1.99 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 2289 0 81 167 247 7 90 1.88 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 2189 0 74 174 248 6 70 1.75 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 2341 0 70 161 231 5 50 1.59 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 2178 0 60 148 208 4 32 1.40 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1856 0 37 100 137 3 18 1.37 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 2001 0 43 95 138 2 6 1.37 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 644 0 22 23 45 1 1 1.37 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 439 0 16 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 1,985 1.2D + 1.0Di + 1.0Wi 240°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 122 0 16 1 17 14 191 2.33 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 745 0 65 18 84 13 182 2.30 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 462 0 31 16 48 12 170 2.25 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1352 0 85 76 161 11 155 2.19 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 845 0 44 67 111 10 145 2.15 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 1080 0 44 72 115 9 130 2.08 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 2001 0 95 143 238 8 110 1.99 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 2289 0 95 167 262 7 90 1.88 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 2189 0 87 174 261 6 70 1.75 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 2341 0 82 161 243 5 50 1.59 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 2178 0 71 148 219 4 32 1.40 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1856 0 44 100 144 3 18 1.37 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 2001 0 51 95 146 2 6 1.37 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 644 0 26 23 49 1 1 1.37 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 439 0 19 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 2,110 1.2D + 1.0Di + 1.0Wi 300°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 122 0 13 1 14 14 191 2.33 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 745 0 52 18 70 13 182 2.30 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 462 0 25 16 41 12 170 2.25 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1352 0 68 76 144 11 155 2.19 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 845 0 35 67 103 10 145 2.15 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 1080 0 35 72 107 9 130 2.08 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 2001 0 76 143 219 8 110 1.99 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 2289 0 76 167 243 7 90 1.88 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 2189 0 70 174 243 6 70 1.75 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 2341 0 66 161 227 5 50 1.59 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 2178 0 56 148 205 4 32 1.40 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1856 0 35 100 135 3 18 1.37 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 2001 0 41 95 136 2 6 1.37 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 644 0 21 23 44 1 1 1.37 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 439 0 15 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 1,943 1.2D + 1.0Di + 1.0Wi 330°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00 30 mph wind with 0" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 2.35 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 122 0 14 1 15 14 191 2.33 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 745 0 55 18 74 13 182 2.30 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 462 0 27 16 43 12 170 2.25 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1352 0 72 76 148 11 155 2.19 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 845 0 38 67 105 10 145 2.15 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 1080 0 37 72 109 9 130 2.08 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 2001 0 80 143 224 8 110 1.99 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 2289 0 81 167 247 7 90 1.88 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 2189 0 74 174 248 6 70 1.75 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 2341 0 70 161 231 5 50 1.59 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 2178 0 60 148 208 4 32 1.40 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1856 0 37 100 137 3 18 1.37 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 2001 0 43 95 138 2 6 1.37 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 644 0 22 23 45 1 1 1.37 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 439 0 16 0 14 ** ** = Section Force Exceeds Solidity Ratio Criteria 20,543 0 1,985 1.0D + 1.0W Service Normal Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 102 0 64 3 67 14 191 9.30 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 621 0 261 70 331 13 182 9.19 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 385 0 125 64 189 12 170 9.00 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1127 0 340 278 618 11 155 8.77 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 704 0 177 248 426 10 145 8.60 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 900 0 174 262 436 9 130 8.34 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 1667 0 379 535 913 8 110 7.95 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 1907 0 380 630 1009 7 90 7.51 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 1824 0 348 650 998 6 70 6.99 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 1951 0 328 605 932 5 50 6.35 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 1815 0 282 550 833 4 32 5.61 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1547 0 175 367 542 3 18 5.48 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 1668 0 203 358 561 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 2 6 5.48 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 537 0 103 81 185 1 1 5.48 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 366 0 76 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 8,095 1.0D + 1.0W Service 60°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 102 0 51 3 54 14 191 9.30 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 621 0 209 70 278 13 182 9.19 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 385 0 100 64 164 12 170 9.00 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1127 0 272 278 550 11 155 8.77 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 704 0 142 248 390 10 145 8.60 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 900 0 139 262 401 9 130 8.34 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 1667 0 303 535 838 8 110 7.95 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 1907 0 304 630 933 7 90 7.51 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 1824 0 279 650 928 6 70 6.99 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 1951 0 262 605 867 5 50 6.35 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 1815 0 226 550 776 4 32 5.61 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1547 0 140 367 507 3 18 5.48 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 1668 0 162 358 521 2 6 5.48 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 537 0 83 81 164 1 1 5.48 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 366 0 60 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 7,427 1.0D + 1.0W Service 90°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 102 0 54 3 57 14 191 9.30 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 621 0 222 70 291 13 182 9.19 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 385 0 106 64 170 12 170 9.00 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1127 0 289 278 567 11 155 8.77 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 704 0 151 248 399 10 145 8.60 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 900 0 148 262 410 9 130 8.34 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 1667 0 322 535 856 8 110 7.95 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 1907 0 323 630 952 7 90 7.51 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 1824 0 296 650 946 6 70 6.99 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 1951 0 278 605 883 5 50 6.35 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 1815 0 240 550 790 4 32 5.61 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1547 0 148 367 516 3 18 5.48 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 1668 0 172 358 531 2 6 5.48 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 537 0 88 81 169 1 1 5.48 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 366 0 64 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 7,594 1.0D + 1.0W Service 120°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 102 0 64 3 67 14 191 9.30 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 621 0 261 70 331 13 182 9.19 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 385 0 125 64 189 12 170 9.00 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1127 0 340 278 618 11 155 8.77 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 704 0 177 248 426 10 145 8.60 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 900 0 174 262 436 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 9 130 8.34 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 1667 0 379 535 913 8 110 7.95 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 1907 0 380 630 1009 7 90 7.51 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 1824 0 348 650 998 6 70 6.99 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 1951 0 328 605 932 5 50 6.35 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 1815 0 282 550 833 4 32 5.61 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1547 0 175 367 542 3 18 5.48 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 1668 0 203 358 561 2 6 5.48 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 537 0 103 81 185 1 1 5.48 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 366 0 76 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 8,095 1.0D + 1.0W Service 180°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 102 0 51 3 54 14 191 9.30 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 621 0 209 70 278 13 182 9.19 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 385 0 100 64 164 12 170 9.00 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1127 0 272 278 550 11 155 8.77 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 704 0 142 248 390 10 145 8.60 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 900 0 139 262 401 9 130 8.34 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 1667 0 303 535 838 8 110 7.95 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 1907 0 304 630 933 7 90 7.51 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 1824 0 279 650 928 6 70 6.99 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 1951 0 262 605 867 5 50 6.35 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 1815 0 226 550 776 4 32 5.61 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1547 0 140 367 507 3 18 5.48 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 1668 0 162 358 521 2 6 5.48 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 537 0 83 81 164 1 1 5.48 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 366 0 60 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 7,427 1.0D + 1.0W Service 210°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 102 0 54 3 57 14 191 9.30 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 621 0 222 70 291 13 182 9.19 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 385 0 106 64 170 12 170 9.00 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1127 0 289 278 567 11 155 8.77 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 704 0 151 248 399 10 145 8.60 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 900 0 148 262 410 9 130 8.34 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 1667 0 322 535 856 8 110 7.95 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 1907 0 323 630 952 7 90 7.51 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 1824 0 296 650 946 6 70 6.99 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 1951 0 278 605 883 5 50 6.35 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 1815 0 240 550 790 4 32 5.61 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1547 0 148 367 516 3 18 5.48 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 1668 0 172 358 531 2 6 5.48 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 537 0 88 81 169 1 1 5.48 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 366 0 64 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 7,594 1.0D + 1.0W Service 240°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect Elev QZ Af Ar Ice Ar e Cf Df Dr Tiz Ae EPAa EPAai Wt.Ice Wt Fst Fa Force (lb) ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES #(ft)(psf)(sf)(sf)(sf)(in)(sf)(sf)(sf)(lb)(lb)(lb)(lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 1.00 1.00 0.0 3.03 8.01 0.00 102 0 64 3 67 14 191 9.30 14.254 0.000 0.00 0.292 2.32 1.00 1.00 0.0 14.25 33.02 0.00 621 0 261 70 331 13 182 9.19 7.225 0.000 0.00 0.333 2.21 1.00 1.00 0.0 7.22 15.97 0.00 385 0 125 64 189 12 170 9.00 17.173 0.000 0.00 0.202 2.59 1.00 1.00 0.0 17.17 44.46 0.00 1127 0 340 278 618 11 155 8.77 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 704 0 177 248 426 10 145 8.60 9.398 0.000 0.00 0.219 2.53 1.00 1.00 0.0 9.40 23.81 0.00 900 0 174 262 436 9 130 8.34 22.124 0.000 0.00 0.258 2.41 1.00 1.00 0.0 22.12 53.42 0.00 1667 0 379 535 913 8 110 7.95 23.748 0.000 0.00 0.274 2.37 1.00 1.00 0.0 23.75 56.22 0.00 1907 0 380 630 1009 7 90 7.51 22.717 0.000 0.00 0.262 2.40 1.00 1.00 0.0 22.72 54.56 0.00 1824 0 348 650 998 6 70 6.99 23.081 0.000 0.00 0.266 2.39 1.00 1.00 0.0 23.08 55.15 0.00 1951 0 328 605 932 5 50 6.35 21.403 0.000 0.00 0.247 2.45 1.00 1.00 0.0 21.40 52.37 0.00 1815 0 282 550 833 4 32 5.61 14.542 0.000 0.00 0.224 2.52 1.00 1.00 0.0 14.54 36.63 0.00 1547 0 175 367 542 3 18 5.48 18.486 0.000 0.00 0.279 2.35 1.00 1.00 0.0 18.49 43.50 0.00 1668 0 203 358 561 2 6 5.48 9.235 0.000 0.00 0.261 2.40 1.00 1.00 0.0 9.23 22.20 0.00 537 0 103 81 185 1 1 5.48 7.731 0.000 0.00 1.000 2.10 1.00 1.00 0.0 7.73 16.23 0.00 366 0 76 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 8,095 1.0D + 1.0W Service 300°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 0.80 1.00 0.0 2.43 6.41 0.00 102 0 51 3 54 14 191 9.30 14.254 0.000 0.00 0.292 2.32 0.80 1.00 0.0 11.40 26.41 0.00 621 0 209 70 278 13 182 9.19 7.225 0.000 0.00 0.333 2.21 0.80 1.00 0.0 5.78 12.78 0.00 385 0 100 64 164 12 170 9.00 17.173 0.000 0.00 0.202 2.59 0.80 1.00 0.0 13.74 35.57 0.00 1127 0 272 278 550 11 155 8.77 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 704 0 142 248 390 10 145 8.60 9.398 0.000 0.00 0.219 2.53 0.80 1.00 0.0 7.52 19.05 0.00 900 0 139 262 401 9 130 8.34 22.124 0.000 0.00 0.258 2.41 0.80 1.00 0.0 17.70 42.73 0.00 1667 0 303 535 838 8 110 7.95 23.748 0.000 0.00 0.274 2.37 0.80 1.00 0.0 19.00 44.98 0.00 1907 0 304 630 933 7 90 7.51 22.717 0.000 0.00 0.262 2.40 0.80 1.00 0.0 18.17 43.65 0.00 1824 0 279 650 928 6 70 6.99 23.081 0.000 0.00 0.266 2.39 0.80 1.00 0.0 18.47 44.12 0.00 1951 0 262 605 867 5 50 6.35 21.403 0.000 0.00 0.247 2.45 0.80 1.00 0.0 17.12 41.89 0.00 1815 0 226 550 776 4 32 5.61 14.542 0.000 0.00 0.224 2.52 0.80 1.00 0.0 11.63 29.30 0.00 1547 0 140 367 507 3 18 5.48 18.486 0.000 0.00 0.279 2.35 0.80 1.00 0.0 14.79 34.80 0.00 1668 0 162 358 521 2 6 5.48 9.235 0.000 0.00 0.261 2.40 0.80 1.00 0.0 7.39 17.76 0.00 537 0 83 81 164 1 1 5.48 7.731 0.000 0.00 1.000 2.10 0.80 1.00 0.0 6.18 12.99 0.00 366 0 60 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 7,427 1.0D + 1.0W Service 330°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 Sect # Elev (ft) QZ (psf) Af (sf) Ar (sf) Ice Ar (sf) e Cf Df Dr Tiz (in) Ae (sf) EPAa (sf) EPAai (sf) Wt. (lb) Ice Wt (lb) Fst (lb) Fa (lb) Force (lb) 15 198 9.41 3.035 0.000 0.00 0.187 2.64 0.85 1.00 0.0 2.58 6.81 0.00 102 0 54 3 57 14 191 9.30 14.254 0.000 0.00 0.292 2.32 0.85 1.00 0.0 12.12 28.07 0.00 621 0 222 70 291 13 182 9.19 7.225 0.000 0.00 0.333 2.21 0.85 1.00 0.0 6.14 13.58 0.00 385 0 106 64 170 12 170 9.00 17.173 0.000 0.00 0.202 2.59 0.85 1.00 0.0 14.60 37.79 0.00 1127 0 289 278 567 11 155 8.77 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 704 0 151 248 399 10 145 8.60 9.398 0.000 0.00 0.219 2.53 0.85 1.00 0.0 7.99 20.24 0.00 900 0 148 262 410 9 130 8.34 22.124 0.000 0.00 0.258 2.41 0.85 1.00 0.0 18.81 45.40 0.00 1667 0 322 535 856 8 110 7.95 23.748 0.000 0.00 0.274 2.37 0.85 1.00 0.0 20.19 47.79 0.00 1907 0 323 630 952 7 90 7.51 22.717 0.000 0.00 0.262 2.40 0.85 1.00 0.0 19.31 46.37 0.00 1824 0 296 650 946 6 70 6.99 23.081 0.000 0.00 0.266 2.39 0.85 1.00 0.0 19.62 46.88 0.00 1951 0 278 605 883 5 50 6.35 21.403 0.000 0.00 0.247 2.45 0.85 1.00 0.0 18.19 44.51 0.00 1815 0 240 550 790 4 32 5.61 14.542 0.000 0.00 0.224 2.52 0.85 1.00 0.0 12.36 31.13 0.00 1547 0 148 367 516 3 18 5.48 18.486 0.000 0.00 0.279 2.35 0.85 1.00 0.0 15.71 36.98 0.00 1668 0 172 358 531 2 6 5.48 9.235 0.000 0.00 0.261 2.40 0.85 1.00 0.0 7.85 18.87 0.00 537 0 88 81 169 1 1 5.48 7.731 0.000 0.00 1.000 2.10 0.85 1.00 0.0 6.57 13.80 0.00 366 0 64 0 55 ** ** = Section Force Exceeds Solidity Ratio Criteria 17,119 0 7,594 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 SECTION FORCES ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 EQUIVALENT LATERAL FORCE METHOD Spectral Response Acceleration for Short Period (SS):0.05 Spectral Response Acceleration at 1.0 Second Period (S1):0.03 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.00 Site Coefficient Fa:1.60 Site Coefficient Fv:2.40 Response Modification Coefficient (R):3.00 Design Spectral Response Acceleration at Short Period (Sds):0.05 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.04 Seismic Response Coefficient (Cs):0.03 Upper Limit CS:0.03 Lower Limit CS:0.03 Period based on Rayleigh Method (sec):0.61 Redundancy Factor (p):1.30 Seismic Force Distribution Exponent (k):1.05 Total Unfactored Dead Load:28.66 k Seismic Base Shear (E):1.12 k SEISMIC Load Case: 1.2D + 1.0Ev + 1.0Eh Seismic Section Height Above Base (ft) Weight (lb) WZ (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 15 198.12 102 26,986 0.006 7 124 14 190.62 621 157,624 0.036 40 751 13 182.50 385 93,296 0.021 24 466 12 170.00 1,127 253,492 0.058 64 1,364 11 155.00 704 143,762 0.033 36 853 10 145.00 900 171,270 0.039 43 1,090 9 130.00 1,667 282,695 0.064 72 2,018 8 110.00 1,907 271,171 0.062 69 2,309 7 90.00 1,824 209,860 0.048 53 2,208 6 70.00 1,951 172,171 0.039 44 2,361 5 50.00 1,815 112,345 0.026 28 2,197 4 32.50 1,547 60,786 0.014 15 1,872 3 17.50 1,668 34,117 0.008 9 2,019 2 6.00 537 3,550 0.001 1 649 1 1.00 366 366 0.000 0 442 Antel BCR-87010 90 200.00 38 10,149 0.002 3 46 Ericsson Radio 4426 194.90 146 37,815 0.009 10 176 Ericsson RRUS 4415 B25 194.90 138 35,866 0.008 9 167 Ericsson RRUS 11 (Band 12) (55 lb) 194.90 165 42,883 0.010 11 200 Raycap DC6-48-60-18-8F ("Squid") 190.00 64 16,091 0.004 4 77 Ericsson RRUS 32 B2 190.00 159 40,229 0.009 10 192 Commscope SBNHH-1D85B (72.9") 190.00 379 95,866 0.022 24 459 Flat Light Sector Frame 190.00 1,200 303,613 0.069 77 1,453 Torque Arms 185.00 500 122,997 0.028 31 605 Commscope RDIDC-9181-PF-48 180.00 22 5,234 0.001 1 27 Fujitsu TA08025-B604 180.00 192 45,814 0.010 12 232 Fujitsu TA08025-B605 180.00 225 53,772 0.012 14 272 JMA Wireless MX08FRO665-21 180.00 194 46,244 0.010 12 234 Generic Flat Light Sector Frame 180.00 1,200 286,785 0.065 73 1,453 Commscope CBC1923T-DS-43 161.00 25 5,354 0.001 1 31 Ericsson 8843 Rev 2 161.00 225 47,804 0.011 12 272 Ericsson Radio 4449 - B13&B5 161.00 210 44,617 0.010 11 254 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 Raycap RVZDC-6627-PF-48 161.00 64 13,598 0.003 3 77 Ericsson AIR 6449 B77D/ C-Band 161.00 245 52,011 0.012 13 296 JMA Wireless X7CQAP-665-VR0 161.00 277 58,895 0.013 15 336 Flat Light Sector Frame 161.00 1,200 254,956 0.058 65 1,453 Ericsson RRUS-11 800 MHz 157.70 162 33,676 0.008 9 196 Nokia FWHR 156.90 80 16,438 0.004 4 96 RFS APXV9ERR18-C 156.10 150 30,848 0.007 8 182 Argus LLPX310R-V4 155.00 86 17,575 0.004 4 104 RFS ACU-A20-N 150.00 9 1,775 0.000 0 11 Ericsson 800MHz SMR Filter 150.00 90 17,747 0.004 5 109 Ericsson RRUS 31 B25 150.00 168 33,186 0.008 8 204 Round Sector Frame 150.00 900 177,466 0.040 45 1,089 Round Sector Frame 127.00 900 148,896 0.034 38 1,089 Til-Tek TA-819-10H-39B 126.00 282 46,267 0.010 12 341 Til-Tek TA-819-10V-39B 126.00 321 52,665 0.012 13 389 Til-Tek TA-819-10V-39B 112.30 321 46,645 0.011 12 389 Til-Tek TA-819-10H-39B 112.20 282 40,939 0.009 10 341 Round Sector Frame 109.00 900 126,731 0.029 32 1,089 Kathrein Scala HDCA-5/HCM 44.30 21 1,144 0.000 0 25 Totals 28,657 4,406,079 1.000 1,118 34,688 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 FORCE/STRESS SUMMARY Section 1 – Bolt Elevation 0.0 (ft) and Height 2.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L CHN - C10 x 15.3 -89.32 1.2D + 1.0W 120°3.055 100 100 100 51.42 36.0 148.20 0.00 0.00 0 0 60 Member Y Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls H CHN - C10 x 15.3 39.32 1.2D + 1.0W N 36.0 58 145.48 0.00 0.00 0.00 0 0 27 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 2 – Bolt Elevation 2.0 (ft) and Height 8.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 5X5X0.3125 -63.39 1.2D + 1.0W 120°4 100 100 100 40.34 50.0 140.74 0.00 0.00 0 0 45 Member Z D SAE - 1.5X1.5X0.1875 -2.54 1.2D + 1.0W N 5.657 50 50 50 117.92 36.0 10.74 11.04 10.44 1 1 24 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.5X1.5X0.1875 2.35 1.2D + 1.0W 90°36.0 58 13.85 11.04 7.09 5.09 1 1 46 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 3 – Bolt Elevation 10.0 (ft) and Height 15.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 5X5X0.3125 -67.56 1.2D + 1.0W 90°5 100 100 100 50.42 50.0 134.68 0.00 0.00 0 0 50 Member Z D SAE - 2X2X0.25 -2.32 1.2D + 1.0W 120°6.403 50 50 50 103.69 36.0 22.40 11.04 13.92 1 1 21 Bolt Shear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 2X2X0.25 1.52 1.2D + 1.0W 90°36.0 58 26.08 11.04 9.45 9.50 1 1 16 Bolt Bear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 4 – Bolt Elevation 25.0 (ft) and Height 15.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.375 -68.20 1.2D + 1.0W 90°5 100 100 100 64.38 50.0 117.12 0.00 0.00 0 0 58 Member Z D SAE - 1.5X1.5X0.25 -2.12 1.2D + 1.0W 90°6.403 50 50 50 131.57 36.0 11.41 11.04 13.92 1 1 19 Bolt Shear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.5X1.5X0.25 3.00 1.2D + 1.0W 90°36.0 58 17.92 11.04 9.45 6.78 1 1 44 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 FORCE/STRESS SUMMARY Section 5 – Bolt Elevation 40.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -57.59 1.2D + 1.0W N 5 100 100 100 0.00 0.0 110.41 0.00 0.00 0 0 52 User Input D SAE - 1.5X1.5X0.125 -3.96 1.2D + 1.0W 210°6.403 50 50 50 129.79 36.0 6.12 11.04 6.96 1 1 64 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.5X1.5X0.125 1.81 1.2D + 1.0W N 36.0 58 9.45 11.04 4.72 3.39 1 1 53 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 6 – Bolt Elevation 60.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -57.65 1.2D + 1.0W 120°5 50 50 50 31.58 43.5 81.15 0.00 0.00 0 0 71 Member Z D SAE - 1.75X1.75X0.1875 -3.72 1.2D + 1.0W 210°6.403 50 50 50 114.01 36.0 13.22 11.04 10.44 1 1 35 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.75X1.75X0.1875 2.64 1.2D + 1.0W 210°36.0 58 16.82 11.04 7.09 6.10 1 1 43 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 7 – Bolt Elevation 80.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -56.54 1.2D + 1.0W 120°0.05 50 50 50 0.32 43.5 84.35 0.00 0.00 0 0 67 Member Z D SAE - 1.5X1.5X0.125 -3.54 1.2D + 1.0W 120°6.384 50 50 50 129.40 36.0 6.15 11.04 6.96 1 1 57 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.5X1.5X0.125 2.72 1.2D + 1.0W 120°36.0 58 9.45 11.04 4.72 3.39 1 1 80 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 8 – Bolt Elevation 100.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -57.37 1.2D + 1.0W 120°5 50 50 50 31.58 43.5 81.15 0.00 0.00 0 0 70 Member Z D SAE - 1.75X1.75X0.1875 -4.82 1.2D + 1.0W 330°6.403 50 50 50 114.01 36.0 13.22 11.04 10.44 1 1 46 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.75X1.75X0.1875 3.72 1.2D + 1.0W 330°36.0 58 16.82 11.04 7.09 6.10 1 1 61 Blk Shear ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 FORCE/STRESS SUMMARY Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 9 – Bolt Elevation 120.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 3.5X3.5X0.25 -56.77 1.2D + 1.0W N 5 50 50 50 36.50 42.0 67.49 0.00 0.00 0 0 84 Member Z D SAE - 1.75X1.75X0.1875 -4.54 1.2D + 1.0W N 6.403 50 50 50 114.01 36.0 13.22 11.04 10.44 1 1 43 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D SAE - 1.75X1.75X0.1875 3.86 1.2D + 1.0W 60°36.0 58 16.82 11.04 7.09 6.10 1 1 63 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 10 – Bolt Elevation 140.0 (ft) and Height 10.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 3.5X3.5X0.25 -38.99 1.2D + 1.0W N 5 100 100 100 0.00 0.0 102.05 0.00 0.00 0 0 38 User Input D DAE - 1.75X1.75X0.1875 -7.19 1.2D + 1.0W 330°6.403 50 50 50 120.27 36.0 24.34 17.67 20.88 2 2 40 Bolt Shear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls D DAE - 1.75X1.75X0.1875 6.70 1.2D + 1.0W 90°36.0 58 33.57 17.67 14.17 12.21 2 2 54 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 11 – Bolt Elevation 150.0 (ft) and Height 10.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 3.5X3.5X0.25 -40.39 1.2D + 1.0W 60°5 100 100 100 0.00 0.0 102.05 0.00 0.00 0 0 39 User Input D SAE - 1.75X1.75X0.1875 -4.49 1.2D + 1.0W 90°6.403 50 50 50 114.01 36.0 13.22 11.04 10.44 1 1 43 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 60D - 60D 3.5X3.5X0.25 3.49 1.2D + 1.0W N 50.0 65 76.05 0.00 0.00 0 0 4 Member D SAE - 1.75X1.75X0.1875 4.47 1.2D + 1.0W 90°36.0 58 16.82 11.04 7.09 6.10 1 1 73 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 7.23 1.2D + 1.0W 240°0.00 0 0 Section 12 – Bolt Elevation 160.0 (ft) and Height 20.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 3X3X0.375 -43.77 1.2D + 1.0W 60°5 100 100 100 0.00 0.0 88.66 0.00 0.00 0 0 49 User Input D SAE - 1.75X1.75X0.1875 -1.99 1.2D + 1.0W 330°6.403 50 50 50 114.01 36.0 13.22 11.04 10.44 1 1 19 Bolt Bear ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 FORCE/STRESS SUMMARY Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 60D - 60D 3X3X0.375 8.91 1.2D + 1.0W N 50.0 65 94.95 0.00 0.00 0 0 9 Member D SAE - 1.75X1.75X0.1875 1.67 1.2D + 1.0W 90°36.0 58 16.82 11.04 7.09 6.10 1 1 27 Blk Shear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Bot Tension 7.23 1.2D + 1.0W 240°0.00 0 0 Section 13 – Bolt Elevation 180.0 (ft) and Height 5.00 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -8.52 1.2D + 1.0W N 5 100 100 100 63.16 43.5 71.57 0.00 0.00 0 0 11 Member Z H SAE - 3X3X0.25 -7.96 1.2D + 1.0W N 4 100 100 100 100.54 36.0 35.36 22.09 27.84 2 1 36 Bolt Shear D SAE - 2X2X0.1875 -5.49 1.2D + 1.0W 90°6.403 50 50 50 103.13 36.0 17.13 11.04 10.44 1 1 52 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 5.03 1.2D + 1.0W 60°50.0 65 87.30 0.00 0.00 0 0 5 Member H SAE - 3X3X0.25 12.67 1.2D + 1.0W 60°36.0 58 42.39 22.09 23.37 19.31 2 1 65 Blk Shear D SAE - 2X2X0.1875 5.10 1.2D + 1.0W 210°36.0 58 19.89 11.04 7.09 7.12 1 1 72 Bolt Bear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Top Tension 11.50 1.2D + 1.0W 300°0.00 0 0 Section 14 – Bolt Elevation 185.0 (ft) and Height 11.25 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -11.82 1.2D + 1.0W N 3.75 100 100 100 47.37 43.5 77.16 0.00 0.00 0 0 15 Member Z H SAE - 1.75X1.75X0.1875 -0.76 1.2D + 1.0W 60°4 100 100 100 139.94 36.0 9.08 0.00 0.00 0 0 8 Member Z D SAE - 2X2X0.1875 -3.16 1.2D + 1.0W 90°5.483 50 50 50 92.62 36.0 18.80 11.04 10.44 1 1 30 Bolt Bear Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 8.18 1.2D + 1.0W 60°50.0 65 87.30 0.00 0.00 0 0 9 Member H SAE - 1.75X1.75X0.1875 0.68 1.2D + 1.0W N 36.0 58 20.12 0.00 0.00 0.00 0 0 3 Member D SAE - 2X2X0.1875 3.39 1.2D + 1.0W 90°36.0 58 19.89 11.04 7.09 7.12 1 1 47 Bolt Bear Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Bot Tension 11.50 1.2D + 1.0W 300°0.00 0 0 Section 15 – Bolt Elevation 196.2 (ft) and Height 3.75 (ft) Max Compression Pu (kip)Load Case Len (ft) Bracing % X Y Z KL/R F'y (ksi) Φc Pn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) # Bolt # Hole Use %Controls L 60D - 60D 4X4X0.25 -0.05 1.2D + 1.0W N 3.75 100 100 100 47.37 43.5 77.16 0.00 0.00 0 0 0 Member Z H SAE - 1.75X1.75X0.1875 -0.00 1.2D + 1.0W N 4 100 100 100 139.94 36.0 9.08 0.00 0.00 0 0 0 Member Z Max Tension Member Pu (kip)Load Case Fy (ksi) Fu (ksi) ΦcPn (kip) Shear ΦRnv (kip) Bear ΦRn (kip) Blk Shear Φt Pn (kip) # Bolt # Hole Use %Controls H SAE - 1.75X1.75X0.1875 0.00 1.2D + 1.0W N 36.0 58 20.12 0.00 0.00 0.00 0 0 0 Member ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 FORCE/STRESS SUMMARY Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 1.2D + 1.0W Normal 0.00 0.00 1 0.01 170.31 -2.91 149.00 0.00 0 A1 0.00 -0.12 0.34 147.00 1.00 240 A1a -23.96 -12.93 -14.43 150.00 2.00 120 A1b 23.96 -12.49 -14.44 157.00 -1.00 0 A2 0.00 -2.41 1.50 157.00 1.00 240 A2a -47.28 -52.43 -29.25 159.00 1.00 120 A2b 47.25 -51.73 -29.24 1.2D + 1.0W 60° 0.00 0.00 1 -2.98 133.52 -1.72 149.00 0.00 0 A1 -0.42 -2.26 4.95 147.00 1.00 240 A1a -26.73 -14.25 -15.43 150.00 2.00 120 A1b 4.08 -2.17 -2.84 157.00 -1.00 0 A2 -1.32 -10.24 9.76 157.00 1.00 240 A2a -52.93 -57.46 -30.56 159.00 1.00 120 A2b 7.82 -10.00 -6.04 1.2D + 1.0W 90° 0.00 0.00 1 -3.00 155.92 -0.35 149.00 0.00 0 A1 -0.59 -7.64 16.51 147.00 1.00 240 A1a -27.62 -14.68 -15.66 150.00 2.00 120 A1b 0.96 -0.54 -0.74 157.00 -1.00 0 A2 -1.82 -32.10 33.09 157.00 1.00 240 A2a -55.19 -59.38 -30.76 159.00 1.00 120 A2b 2.43 -3.90 -2.12 1.2D + 1.0W 120° 0.00 0.00 1 -2.50 171.80 1.44 149.00 0.00 0 A1 -0.52 -12.97 28.01 147.00 1.00 240 A1a -24.49 -12.93 -13.54 150.00 2.00 120 A1b 0.30 -0.11 -0.18 157.00 -1.00 0 A2 -1.70 -52.99 55.43 157.00 1.00 240 A2a -48.88 -52.32 -26.26 159.00 1.00 120 A2b 1.24 -2.26 -0.71 1.2D + 1.0W 180° 0.00 0.00 1 0.00 133.84 3.43 149.00 0.00 0 A1 0.00 -14.26 30.84 147.00 1.00 240 A1a -4.43 -2.22 -2.08 150.00 2.00 120 A1b 4.45 -2.15 -2.08 157.00 -1.00 0 A2 0.00 -58.11 61.00 157.00 1.00 240 A2a -9.05 -10.03 -3.71 159.00 1.00 120 A2b 9.06 -9.92 -3.71 1.2D + 1.0W 210° 0.00 0.00 1 1.20 155.67 2.76 149.00 0.00 0 A1 0.25 -14.71 31.78 147.00 1.00 240 A1a -1.10 -0.55 -0.44 150.00 2.00 120 A1b 14.57 -7.36 -7.72 157.00 -1.00 0 A2 0.95 -60.14 63.15 157.00 1.00 240 A2a -3.03 -3.93 -1.03 159.00 1.00 120 A2b 29.58 -31.28 -14.97 1.2D + 1.0W 240° 0.00 0.00 1 2.52 170.83 1.44 149.00 0.00 0 A1 0.52 -12.97 28.01 147.00 1.00 240 A1a -0.29 -0.12 -0.17 150.00 2.00 120 A1b 24.49 -12.49 -13.53 157.00 -1.00 0 A2 1.70 -53.04 55.48 157.00 1.00 240 A2a -1.26 -2.32 -0.73 159.00 1.00 120 A2b 48.89 -51.67 -26.27 1.2D + 1.0W 300° 0.00 0.00 1 2.99 132.38 -1.73 149.00 0.00 0 A1 0.42 -2.24 4.91 147.00 1.00 240 A1a -4.02 -2.22 -2.80 150.00 2.00 120 A1b 26.68 -13.74 -15.40 157.00 -1.00 0 A2 1.32 -10.23 9.75 157.00 1.00 240 A2a -7.81 -10.11 -6.02 159.00 1.00 120 A2b 52.87 -56.69 -30.53 1.2D + 1.0W 330° 0.00 0.00 1 1.81 154.51 -2.45 149.00 0.00 0 A1 0.16 -0.57 1.20 147.00 1.00 240 A1a -13.97 -7.61 -8.74 150.00 2.00 120 A1b 27.36 -14.18 -16.08 157.00 -1.00 0 A2 0.62 -4.05 3.19 157.00 1.00 240 A2a -27.84 -31.77 -18.16 159.00 1.00 120 A2b 54.26 -58.66 -32.42 1.2D + 1.0Di + 1.0Wi Normal 0.00 0.00 1 0.00 87.92 -0.15 149.00 0.00 0 A1 0.00 -3.64 8.32 147.00 1.00 240 A1a -8.07 -4.10 -4.68 150.00 2.00 120 A1b 8.08 -3.95 -4.68 157.00 -1.00 0 A2 0.00 -11.83 12.61 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 157.00 1.00 240 A2a -12.55 -13.44 -7.30 159.00 1.00 120 A2b 12.54 -13.26 -7.30 1.2D + 1.0Di + 1.0Wi 60° 0.00 0.00 1 -0.12 87.83 -0.07 149.00 0.00 0 A1 -0.01 -3.80 8.67 147.00 1.00 240 A1a -8.33 -4.23 -4.81 150.00 2.00 120 A1b 7.50 -3.65 -4.34 157.00 -1.00 0 A2 -0.05 -12.43 13.24 157.00 1.00 240 A2a -13.03 -13.94 -7.53 159.00 1.00 120 A2b 11.45 -12.11 -6.67 1.2D + 1.0Di + 1.0Wi 90° 0.00 0.00 1 -0.14 87.89 0.00 149.00 0.00 0 A1 -0.02 -3.95 9.00 147.00 1.00 240 A1a -8.27 -4.20 -4.77 150.00 2.00 120 A1b 7.29 -3.54 -4.22 157.00 -1.00 0 A2 -0.06 -13.00 13.85 157.00 1.00 240 A2a -12.93 -13.81 -7.44 159.00 1.00 120 A2b 11.08 -11.71 -6.43 1.2D + 1.0Di + 1.0Wi 120° 0.00 0.00 1 -0.13 87.94 0.08 149.00 0.00 0 A1 -0.02 -4.11 9.34 147.00 1.00 240 A1a -8.09 -4.10 -4.65 150.00 2.00 120 A1b 7.20 -3.49 -4.15 157.00 -1.00 0 A2 -0.05 -13.60 14.49 157.00 1.00 240 A2a -12.58 -13.43 -7.21 159.00 1.00 120 A2b 10.92 -11.52 -6.31 1.2D + 1.0Di + 1.0Wi 180° 0.00 0.00 1 0.00 87.82 0.14 149.00 0.00 0 A1 0.00 -4.25 9.63 147.00 1.00 240 A1a -7.50 -3.78 -4.31 150.00 2.00 120 A1b 7.51 -3.65 -4.32 157.00 -1.00 0 A2 0.00 -14.11 15.02 157.00 1.00 240 A2a -11.49 -12.27 -6.58 159.00 1.00 120 A2b 11.49 -12.11 -6.58 1.2D + 1.0Di + 1.0Wi 210° 0.00 0.00 1 0.07 87.87 0.12 149.00 0.00 0 A1 0.01 -4.21 9.56 147.00 1.00 240 A1a -7.29 -3.67 -4.20 150.00 2.00 120 A1b 7.79 -3.80 -4.48 157.00 -1.00 0 A2 0.02 -13.99 14.89 157.00 1.00 240 A2a -11.11 -11.86 -6.39 159.00 1.00 120 A2b 12.03 -12.67 -6.88 1.2D + 1.0Di + 1.0Wi 240° 0.00 0.00 1 0.13 87.91 0.08 149.00 0.00 0 A1 0.01 -4.11 9.34 147.00 1.00 240 A1a -7.19 -3.62 -4.15 150.00 2.00 120 A1b 8.09 -3.95 -4.65 157.00 -1.00 0 A2 0.05 -13.60 14.49 157.00 1.00 240 A2a -10.93 -11.68 -6.31 159.00 1.00 120 A2b 12.58 -13.26 -7.21 1.2D + 1.0Di + 1.0Wi 300° 0.00 0.00 1 0.12 87.80 -0.07 149.00 0.00 0 A1 0.01 -3.80 8.67 147.00 1.00 240 A1a -7.49 -3.79 -4.34 150.00 2.00 120 A1b 8.33 -4.08 -4.81 157.00 -1.00 0 A2 0.05 -12.44 13.24 157.00 1.00 240 A2a -11.46 -12.28 -6.67 159.00 1.00 120 A2b 13.03 -13.76 -7.52 1.2D + 1.0Di + 1.0Wi 330° 0.00 0.00 1 0.07 87.86 -0.12 149.00 0.00 0 A1 0.01 -3.69 8.44 147.00 1.00 240 A1a -7.77 -3.94 -4.51 150.00 2.00 120 A1b 8.27 -4.05 -4.78 157.00 -1.00 0 A2 0.02 -12.03 12.82 157.00 1.00 240 A2a -11.98 -12.85 -6.98 159.00 1.00 120 A2b 12.90 -13.63 -7.47 1.2D + 1.0Ev + 1.0Eh Normal 0.00 0.00 1 0.00 81.21 0.00 149.00 0.00 0 A1 0.00 -3.16 7.23 147.00 1.00 240 A1a -6.38 -3.23 -3.69 150.00 2.00 120 A1b 6.39 -3.11 -3.69 157.00 -1.00 0 A2 0.00 -10.75 11.51 157.00 1.00 240 A2a -10.79 -11.57 -6.23 159.00 1.00 120 A2b 10.79 -11.41 -6.23 1.2D + 1.0Ev + 1.0Eh 60° 0.00 0.00 1 0.00 81.22 0.00 149.00 0.00 0 A1 0.00 -3.19 7.28 147.00 1.00 240 A1a -6.43 -3.26 -3.71 150.00 2.00 120 A1b 6.30 -3.06 -3.64 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 157.00 -1.00 0 A2 0.00 -11.07 11.82 157.00 1.00 240 A2a -11.07 -11.88 -6.39 159.00 1.00 120 A2b 10.25 -10.79 -5.92 1.2D + 1.0Ev + 1.0Eh 90° 0.00 0.00 1 0.00 81.22 0.00 149.00 0.00 0 A1 0.00 -3.21 7.33 147.00 1.00 240 A1a -6.42 -3.25 -3.70 150.00 2.00 120 A1b 6.26 -3.04 -3.62 157.00 -1.00 0 A2 0.00 -11.39 12.13 157.00 1.00 240 A2a -10.99 -11.80 -6.35 159.00 1.00 120 A2b 10.05 -10.56 -5.80 1.2D + 1.0Ev + 1.0Eh 120° 0.00 0.00 1 0.00 81.22 0.00 149.00 0.00 0 A1 0.00 -3.24 7.38 147.00 1.00 240 A1a -6.38 -3.23 -3.68 150.00 2.00 120 A1b 6.25 -3.03 -3.61 157.00 -1.00 0 A2 0.00 -11.71 12.45 157.00 1.00 240 A2a -10.79 -11.56 -6.23 159.00 1.00 120 A2b 9.98 -10.47 -5.76 1.2D + 1.0Ev + 1.0Eh 180° 0.00 0.00 1 0.00 81.21 0.00 149.00 0.00 0 A1 0.00 -3.27 7.43 147.00 1.00 240 A1a -6.29 -3.18 -3.63 150.00 2.00 120 A1b 6.30 -3.06 -3.63 157.00 -1.00 0 A2 0.00 -12.03 12.76 157.00 1.00 240 A2a -10.25 -10.93 -5.91 159.00 1.00 120 A2b 10.25 -10.78 -5.91 1.2D + 1.0Ev + 1.0Eh 210° 0.00 0.00 1 0.00 81.21 0.00 149.00 0.00 0 A1 0.00 -3.26 7.42 147.00 1.00 240 A1a -6.26 -3.16 -3.61 150.00 2.00 120 A1b 6.34 -3.09 -3.66 157.00 -1.00 0 A2 0.00 -11.94 12.67 157.00 1.00 240 A2a -10.05 -10.70 -5.80 159.00 1.00 120 A2b 10.52 -11.10 -6.07 1.2D + 1.0Ev + 1.0Eh 240° 0.00 0.00 1 0.00 81.20 0.00 149.00 0.00 0 A1 0.00 -3.24 7.38 147.00 1.00 240 A1a -6.25 -3.15 -3.61 150.00 2.00 120 A1b 6.39 -3.11 -3.69 157.00 -1.00 0 A2 0.00 -11.71 12.45 157.00 1.00 240 A2a -9.98 -10.61 -5.76 159.00 1.00 120 A2b 10.79 -11.41 -6.23 1.2D + 1.0Ev + 1.0Eh 300° 0.00 0.00 1 0.00 81.20 0.00 149.00 0.00 0 A1 0.00 -3.19 7.28 147.00 1.00 240 A1a -6.29 -3.18 -3.63 150.00 2.00 120 A1b 6.43 -3.14 -3.71 157.00 -1.00 0 A2 0.00 -11.08 11.83 157.00 1.00 240 A2a -10.26 -10.94 -5.92 159.00 1.00 120 A2b 11.05 -11.71 -6.38 1.2D + 1.0Ev + 1.0Eh 330° 0.00 0.00 1 0.00 81.20 0.00 149.00 0.00 0 A1 0.00 -3.17 7.24 147.00 1.00 240 A1a -6.34 -3.20 -3.66 150.00 2.00 120 A1b 6.42 -3.13 -3.71 157.00 -1.00 0 A2 0.00 -10.85 11.60 157.00 1.00 240 A2a -10.52 -11.25 -6.08 159.00 1.00 120 A2b 10.98 -11.63 -6.34 1.0D + 1.0W Service Normal 0.00 0.00 1 0.00 76.55 -0.59 149.00 0.00 0 A1 0.00 -2.06 4.86 147.00 1.00 240 A1a -7.59 -3.89 -4.45 150.00 2.00 120 A1b 7.60 -3.75 -4.46 157.00 -1.00 0 A2 0.00 -7.08 7.58 157.00 1.00 240 A2a -12.94 -13.95 -7.68 159.00 1.00 120 A2b 12.93 -13.77 -7.68 1.0D + 1.0W Service 60° 0.00 0.00 1 -0.47 76.60 -0.27 149.00 0.00 0 A1 -0.06 -2.71 6.22 147.00 1.00 240 A1a -8.56 -4.40 -4.94 150.00 2.00 120 A1b 5.35 -2.60 -3.16 157.00 -1.00 0 A2 -0.19 -9.59 10.16 157.00 1.00 240 A2a -14.97 -16.08 -8.64 159.00 1.00 120 A2b 8.72 -9.34 -5.25 1.0D + 1.0W Service 90° 0.00 0.00 1 -0.55 76.61 0.00 149.00 0.00 0 A1 -0.08 -3.29 7.47 147.00 1.00 240 A1a -8.33 -4.27 -4.78 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 150.00 2.00 120 A1b 4.56 -2.17 -2.66 157.00 -1.00 0 A2 -0.23 -11.77 12.50 157.00 1.00 240 A2a -14.49 -15.49 -8.26 159.00 1.00 120 A2b 7.21 -7.66 -4.27 1.0D + 1.0W Service 120° 0.00 0.00 1 -0.51 76.67 0.29 149.00 0.00 0 A1 -0.06 -3.90 8.81 147.00 1.00 240 A1a -7.65 -3.89 -4.35 150.00 2.00 120 A1b 4.20 -1.97 -2.42 157.00 -1.00 0 A2 -0.19 -14.09 14.99 157.00 1.00 240 A2a -13.09 -13.92 -7.34 159.00 1.00 120 A2b 6.55 -6.86 -3.78 1.0D + 1.0W Service 180° 0.00 0.00 1 0.00 76.57 0.54 149.00 0.00 0 A1 0.00 -4.41 9.88 147.00 1.00 240 A1a -5.39 -2.69 -3.05 150.00 2.00 120 A1b 5.40 -2.59 -3.05 157.00 -1.00 0 A2 0.00 -16.25 17.24 157.00 1.00 240 A2a -8.87 -9.44 -4.91 159.00 1.00 120 A2b 8.87 -9.31 -4.91 1.0D + 1.0W Service 210° 0.00 0.00 1 0.28 76.52 0.48 149.00 0.00 0 A1 0.02 -4.28 9.61 147.00 1.00 240 A1a -4.57 -2.25 -2.61 150.00 2.00 120 A1b 6.49 -3.15 -3.66 157.00 -1.00 0 A2 0.09 -15.68 16.66 157.00 1.00 240 A2a -7.29 -7.76 -4.11 159.00 1.00 120 A2b 10.94 -11.45 -6.05 1.0D + 1.0W Service 240° 0.00 0.00 1 0.51 76.53 0.29 149.00 0.00 0 A1 0.06 -3.90 8.80 147.00 1.00 240 A1a -4.18 -2.04 -2.41 150.00 2.00 120 A1b 7.64 -3.75 -4.34 157.00 -1.00 0 A2 0.19 -14.10 15.00 157.00 1.00 240 A2a -6.55 -6.97 -3.78 159.00 1.00 120 A2b 13.09 -13.74 -7.34 1.0D + 1.0W Service 300° 0.00 0.00 1 0.47 76.46 -0.27 149.00 0.00 0 A1 0.06 -2.70 6.22 147.00 1.00 240 A1a -5.34 -2.69 -3.15 150.00 2.00 120 A1b 8.55 -4.25 -4.94 157.00 -1.00 0 A2 0.18 -9.59 10.17 157.00 1.00 240 A2a -8.72 -9.47 -5.25 159.00 1.00 120 A2b 14.97 -15.87 -8.64 1.0D + 1.0W Service 330° 0.00 0.00 1 0.28 76.47 -0.48 149.00 0.00 0 A1 0.02 -2.27 5.29 147.00 1.00 240 A1a -6.42 -3.27 -3.80 150.00 2.00 120 A1b 8.31 -4.12 -4.83 157.00 -1.00 0 A2 0.09 -7.89 8.39 157.00 1.00 240 A2a -10.74 -11.65 -6.47 159.00 1.00 120 A2b 14.42 -15.31 -8.43 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 GUY ANCHOR DESIGN LOADS Radius (ft) Drop (ft) Azimuth (deg) Uplift (kip) Shear (kip) 147.00 1.00 240 14.68 31.75 149.00 0.00 0 14.71 31.78 150.00 2.00 120 14.18 31.74 157.00 -1.00 0 60.14 63.16 157.00 1.00 240 59.38 63.18 159.00 1.00 120 58.66 63.21 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1.2D + 1.0W Normal 45.00 1/2 EHS A1 11 16.14 0.21 1 1/2 EHS A1b 11a 16.14 8.48 53 1/2 EHS A1a 11b 16.14 8.55 53 60.00 1/2 EHS A1 14 16.14 0.12 1 1/2 EHS A1b 14a 16.14 9.44 58 1/2 EHS A1a 14b 16.14 9.5 59 94.98 9/16 EHS A1 22 21 0.16 1 9/16 EHS A1b 22a 21 13.04 62 9/16 EHS A1a 22b 21 13.09 62 120.00 3/4 EHS A2 28 34.98 0.38 1 3/4 EHS A2b 28a 34.98 22.15 63 3/4 EHS A2a 28b 34.98 22.31 64 140.00 3/4 BS A2 32 40.8 0.66 2 3/4 BS A2b 32a 40.8 22.68 56 3/4 BS A2a 32b 40.8 22.83 56 185.00 5/8 EHS A2b T6 25.44 16.28 64 5/8 EHS A2 T6 25.44 1.21 5 5/8 EHS A2a T6a 25.44 15.83 62 5/8 EHS A2b T6a 25.44 15.73 62 5/8 EHS A2 T6b 25.44 1.21 5 5/8 EHS A2a T6b 25.44 16.38 64 1.2D + 1.0W 60° 45.00 1/2 EHS A1 11 16.14 1.77 11 1/2 EHS A1b 11a 16.14 1.76 11 1/2 EHS A1a 11b 16.14 9.51 59 60.00 1/2 EHS A1 14 16.14 1.67 10 1/2 EHS A1b 14a 16.14 1.66 10 1/2 EHS A1a 14b 16.14 10.55 65 94.98 9/16 EHS A1 22 21 2.17 10 9/16 EHS A1b 22a 21 2.15 10 9/16 EHS A1a 22b 21 14.28 68 120.00 3/4 EHS A2 28 34.98 3.48 10 3/4 EHS A2b 28a 34.98 3.45 10 3/4 EHS A2a 28b 34.98 24.17 69 140.00 3/4 BS A2 32 40.8 3.9 10 3/4 BS A2b 32a 40.8 3.86 9 3/4 BS A2a 32b 40.8 25.1 62 185.00 5/8 EHS A2b T6 25.44 3.83 15 5/8 EHS A2 T6 25.44 3.87 15 5/8 EHS A2a T6a 25.44 17.78 70 5/8 EHS A2b T6a 25.44 3.6 14 5/8 EHS A2 T6b 25.44 3.64 14 5/8 EHS A2a T6b 25.44 17.78 70 1.2D + 1.0W 90° 45.00 1/2 EHS A1 11 16.14 5.17 32 1/2 EHS A1b 11a 16.14 0.43 3 1/2 EHS A1a 11b 16.14 9.69 60 60.00 1/2 EHS A1 14 16.14 5.54 34 1/2 EHS A1b 14a 16.14 0.41 3 1/2 EHS A1a 14b 16.14 10.81 67 94.98 9/16 EHS A1 22 21 7.74 37 9/16 EHS A1b 22a 21 0.61 3 9/16 EHS A1a 22b 21 14.84 71 120.00 3/4 EHS A2 28 34.98 13.17 38 3/4 EHS A2b 28a 34.98 1.05 3 3/4 EHS A2a 28b 34.98 25.27 72 140.00 3/4 BS A2 32 40.8 13.78 34 3/4 BS A2b 32a 40.8 1.3 3 3/4 BS A2a 32b 40.8 25.96 64 185.00 5/8 EHS A2b T6 25.44 1.73 7 5/8 EHS A2 T6 25.44 10.31 41 5/8 EHS A2a T6a 25.44 18.34 72 5/8 EHS A2b T6a 25.44 1.62 6 5/8 EHS A2 T6b 25.44 9.69 38 5/8 EHS A2a T6b 25.44 18.1 71 1.2D + 1.0W 120° 45.00 1/2 EHS A1 11 16.14 8.55 53 1/2 EHS A1b 11a 16.14 0.22 1 1/2 EHS A1a 11b 16.14 8.56 53 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 60.00 1/2 EHS A1 14 16.14 9.51 59 1/2 EHS A1b 14a 16.14 0.13 1 1/2 EHS A1a 14b 16.14 9.51 59 94.98 9/16 EHS A1 22 21 13.14 63 9/16 EHS A1b 22a 21 0.14 1 9/16 EHS A1a 22b 21 13.08 62 120.00 3/4 EHS A2 28 34.98 22.4 64 3/4 EHS A2b 28a 34.98 0.34 1 3/4 EHS A2a 28b 34.98 22.28 64 140.00 3/4 BS A2 32 40.8 22.92 56 3/4 BS A2b 32a 40.8 0.62 2 3/4 BS A2a 32b 40.8 22.78 56 185.00 5/8 EHS A2 T6 25.44 16.43 65 5/8 EHS A2b T6 25.44 1.17 5 5/8 EHS A2b T6a 25.44 1.17 5 5/8 EHS A2a T6a 25.44 16.34 64 5/8 EHS A2 T6b 25.44 15.88 62 5/8 EHS A2a T6b 25.44 15.79 62 1.2D + 1.0W 180° 45.00 1/2 EHS A1 11 16.14 9.48 59 1/2 EHS A1b 11a 16.14 1.74 11 1/2 EHS A1a 11b 16.14 1.74 11 60.00 1/2 EHS A1 14 16.14 10.52 65 1/2 EHS A1b 14a 16.14 1.65 10 1/2 EHS A1a 14b 16.14 1.64 10 94.98 9/16 EHS A1 22 21 14.32 68 9/16 EHS A1b 22a 21 2.13 10 9/16 EHS A1a 22b 21 2.14 10 120.00 3/4 EHS A2 28 34.98 24.28 69 3/4 EHS A2b 28a 34.98 3.42 10 3/4 EHS A2a 28b 34.98 3.44 10 140.00 3/4 BS A2 32 40.8 25.21 62 3/4 BS A2b 32a 40.8 3.82 9 3/4 BS A2a 32b 40.8 3.85 9 185.00 5/8 EHS A2b T6 25.44 3.57 14 5/8 EHS A2 T6 25.44 17.86 70 5/8 EHS A2a T6a 25.44 3.82 15 5/8 EHS A2b T6a 25.44 3.8 15 5/8 EHS A2 T6b 25.44 17.85 70 5/8 EHS A2a T6b 25.44 3.59 14 1.2D + 1.0W 210° 45.00 1/2 EHS A1 11 16.14 9.66 60 1/2 EHS A1b 11a 16.14 5.13 32 1/2 EHS A1a 11b 16.14 0.42 3 60.00 1/2 EHS A1 14 16.14 10.8 67 1/2 EHS A1b 14a 16.14 5.5 34 1/2 EHS A1a 14b 16.14 0.4 2 94.98 9/16 EHS A1 22 21 14.91 71 9/16 EHS A1b 22a 21 7.66 36 9/16 EHS A1a 22b 21 0.61 3 120.00 3/4 EHS A2 28 34.98 25.42 73 3/4 EHS A2b 28a 34.98 13 37 3/4 EHS A2a 28b 34.98 1.05 3 140.00 3/4 BS A2 32 40.8 26.1 64 3/4 BS A2b 32a 40.8 13.61 33 3/4 BS A2a 32b 40.8 1.3 3 185.00 5/8 EHS A2b T6 25.44 9.58 38 5/8 EHS A2 T6 25.44 18.21 72 5/8 EHS A2a T6a 25.44 1.73 7 5/8 EHS A2b T6a 25.44 10.19 40 5/8 EHS A2 T6b 25.44 18.45 73 5/8 EHS A2a T6b 25.44 1.62 6 1.2D + 1.0W 240° 45.00 1/2 EHS A1 11 16.14 8.54 53 1/2 EHS A1b 11a 16.14 8.49 53 1/2 EHS A1a 11b 16.14 0.2 1 60.00 1/2 EHS A1 14 16.14 9.5 59 1/2 EHS A1b 14a 16.14 9.44 59 1/2 EHS A1a 14b 16.14 0.12 1 94.98 9/16 EHS A1 22 21 13.15 63 9/16 EHS A1b 22a 21 13.04 62 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 9/16 EHS A1a 22b 21 0.16 1 120.00 3/4 EHS A2 28 34.98 22.42 64 3/4 EHS A2b 28a 34.98 22.13 63 3/4 EHS A2a 28b 34.98 0.35 1 140.00 3/4 BS A2 32 40.8 22.93 56 3/4 BS A2b 32a 40.8 22.66 56 3/4 BS A2a 32b 40.8 0.63 2 185.00 5/8 EHS A2 T6 25.44 15.9 62 5/8 EHS A2b T6 25.44 15.71 62 5/8 EHS A2b T6a 25.44 16.26 64 5/8 EHS A2a T6a 25.44 1.18 5 5/8 EHS A2 T6b 25.44 16.45 65 5/8 EHS A2a T6b 25.44 1.18 5 1.2D + 1.0W 300° 45.00 1/2 EHS A1 11 16.14 1.75 11 1/2 EHS A1b 11a 16.14 9.41 58 1/2 EHS A1a 11b 16.14 1.74 11 60.00 1/2 EHS A1 14 16.14 1.65 10 1/2 EHS A1b 14a 16.14 10.46 65 1/2 EHS A1a 14b 16.14 1.65 10 94.98 9/16 EHS A1 22 21 2.16 10 9/16 EHS A1b 22a 21 14.2 68 9/16 EHS A1a 22b 21 2.15 10 120.00 3/4 EHS A2 28 34.98 3.47 10 3/4 EHS A2b 28a 34.98 23.98 69 3/4 EHS A2a 28b 34.98 3.46 10 140.00 3/4 BS A2 32 40.8 3.9 10 3/4 BS A2b 32a 40.8 24.93 61 3/4 BS A2a 32b 40.8 3.88 10 185.00 5/8 EHS A2 T6 25.44 3.64 14 5/8 EHS A2b T6 25.44 17.67 69 5/8 EHS A2b T6a 25.44 17.67 69 5/8 EHS A2a T6a 25.44 3.62 14 5/8 EHS A2 T6b 25.44 3.87 15 5/8 EHS A2a T6b 25.44 3.85 15 1.2D + 1.0W 330° 45.00 1/2 EHS A1 11 16.14 0.43 3 1/2 EHS A1b 11a 16.14 9.6 59 1/2 EHS A1a 11b 16.14 5.16 32 60.00 1/2 EHS A1 14 16.14 0.41 3 1/2 EHS A1b 14a 16.14 10.73 66 1/2 EHS A1a 14b 16.14 5.53 34 94.98 9/16 EHS A1 22 21 0.62 3 9/16 EHS A1b 22a 21 14.78 70 9/16 EHS A1a 22b 21 7.71 37 120.00 3/4 EHS A2 28 34.98 1.07 3 3/4 EHS A2b 28a 34.98 25.11 72 3/4 EHS A2a 28b 34.98 13.13 38 140.00 3/4 BS A2 32 40.8 1.33 3 3/4 BS A2b 32a 40.8 25.82 63 3/4 BS A2a 32b 40.8 13.72 34 185.00 5/8 EHS A2b T6 25.44 18.26 72 5/8 EHS A2 T6 25.44 1.66 7 5/8 EHS A2a T6a 25.44 9.66 38 5/8 EHS A2b T6a 25.44 18.01 71 5/8 EHS A2 T6b 25.44 1.77 7 5/8 EHS A2a T6b 25.44 10.27 40 1.2D + 1.0Di + 1.0Wi Normal 45.00 1/2 EHS A1 11 16.14 3.04 19 1/2 EHS A1b 11a 16.14 3.33 21 1/2 EHS A1a 11b 16.14 3.35 21 60.00 1/2 EHS A1 14 16.14 2.89 18 1/2 EHS A1b 14a 16.14 3.22 20 1/2 EHS A1a 14b 16.14 3.24 20 94.98 9/16 EHS A1 22 21 3.33 16 9/16 EHS A1b 22a 21 3.77 18 9/16 EHS A1a 22b 21 3.79 18 120.00 3/4 EHS A2 28 34.98 5.25 15 3/4 EHS A2b 28a 34.98 5.95 17 3/4 EHS A2a 28b 34.98 5.99 17 140.00 3/4 BS A2 32 40.8 5.95 15 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 3/4 BS A2b 32a 40.8 6.65 16 3/4 BS A2a 32b 40.8 6.68 16 185.00 5/8 EHS A2 T6 25.44 3.39 13 5/8 EHS A2b T6 25.44 3.89 15 5/8 EHS A2b T6a 25.44 3.86 15 5/8 EHS A2a T6a 25.44 3.88 15 5/8 EHS A2 T6b 25.44 3.39 13 5/8 EHS A2a T6b 25.44 3.91 15 1.2D + 1.0Di + 1.0Wi 60° 45.00 1/2 EHS A1 11 16.14 3.15 19 1/2 EHS A1b 11a 16.14 3.13 19 1/2 EHS A1a 11b 16.14 3.44 21 60.00 1/2 EHS A1 14 16.14 3.01 19 1/2 EHS A1b 14a 16.14 2.99 19 1/2 EHS A1a 14b 16.14 3.34 21 94.98 9/16 EHS A1 22 21 3.49 17 9/16 EHS A1b 22a 21 3.45 16 9/16 EHS A1a 22b 21 3.92 19 120.00 3/4 EHS A2 28 34.98 5.5 16 3/4 EHS A2b 28a 34.98 5.44 16 3/4 EHS A2a 28b 34.98 6.21 18 140.00 3/4 BS A2 32 40.8 6.21 15 3/4 BS A2b 32a 40.8 6.14 15 3/4 BS A2a 32b 40.8 6.91 17 185.00 5/8 EHS A2 T6 25.44 3.58 14 5/8 EHS A2b T6 25.44 3.54 14 5/8 EHS A2a T6a 25.44 4.04 16 5/8 EHS A2b T6a 25.44 3.51 14 5/8 EHS A2 T6b 25.44 3.55 14 5/8 EHS A2a T6b 25.44 4.04 16 1.2D + 1.0Di + 1.0Wi 90° 45.00 1/2 EHS A1 11 16.14 3.24 20 1/2 EHS A1b 11a 16.14 3.06 19 1/2 EHS A1a 11b 16.14 3.41 21 60.00 1/2 EHS A1 14 16.14 3.12 19 1/2 EHS A1b 14a 16.14 2.91 18 1/2 EHS A1a 14b 16.14 3.31 21 94.98 9/16 EHS A1 22 21 3.65 17 9/16 EHS A1b 22a 21 3.34 16 9/16 EHS A1a 22b 21 3.89 19 120.00 3/4 EHS A2 28 34.98 5.75 16 3/4 EHS A2b 28a 34.98 5.26 15 3/4 EHS A2a 28b 34.98 6.15 18 140.00 3/4 BS A2 32 40.8 6.46 16 3/4 BS A2b 32a 40.8 5.96 15 3/4 BS A2a 32b 40.8 6.85 17 185.00 5/8 EHS A2 T6 25.44 3.76 15 5/8 EHS A2b T6 25.44 3.41 13 5/8 EHS A2b T6a 25.44 3.39 13 5/8 EHS A2a T6a 25.44 4.02 16 5/8 EHS A2a T6b 25.44 4 16 5/8 EHS A2 T6b 25.44 3.71 15 1.2D + 1.0Di + 1.0Wi 120° 45.00 1/2 EHS A1 11 16.14 3.35 21 1/2 EHS A1b 11a 16.14 3.03 19 1/2 EHS A1a 11b 16.14 3.35 21 60.00 1/2 EHS A1 14 16.14 3.24 20 1/2 EHS A1b 14a 16.14 2.87 18 1/2 EHS A1a 14b 16.14 3.24 20 94.98 9/16 EHS A1 22 21 3.81 18 9/16 EHS A1b 22a 21 3.29 16 9/16 EHS A1a 22b 21 3.79 18 120.00 3/4 EHS A2 28 34.98 6.01 17 3/4 EHS A2b 28a 34.98 5.18 15 3/4 EHS A2a 28b 34.98 5.99 17 140.00 3/4 BS A2 32 40.8 6.72 16 3/4 BS A2b 32a 40.8 5.88 14 3/4 BS A2a 32b 40.8 6.68 16 185.00 5/8 EHS A2b T6 25.44 3.34 13 5/8 EHS A2 T6 25.44 3.93 15 5/8 EHS A2b T6a 25.44 3.35 13 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 5/8 EHS A2a T6a 25.44 3.91 15 5/8 EHS A2a T6b 25.44 3.87 15 5/8 EHS A2 T6b 25.44 3.9 15 1.2D + 1.0Di + 1.0Wi 180° 45.00 1/2 EHS A1 11 16.14 3.43 21 1/2 EHS A1b 11a 16.14 3.13 19 1/2 EHS A1a 11b 16.14 3.15 19 60.00 1/2 EHS A1 14 16.14 3.34 21 1/2 EHS A1b 14a 16.14 2.99 19 1/2 EHS A1a 14b 16.14 3.01 19 94.98 9/16 EHS A1 22 21 3.94 19 9/16 EHS A1b 22a 21 3.45 16 9/16 EHS A1a 22b 21 3.47 17 120.00 3/4 EHS A2 28 34.98 6.24 18 3/4 EHS A2b 28a 34.98 5.44 16 3/4 EHS A2a 28b 34.98 5.48 16 140.00 3/4 BS A2 32 40.8 6.94 17 3/4 BS A2b 32a 40.8 6.14 15 3/4 BS A2a 32b 40.8 6.17 15 185.00 5/8 EHS A2b T6 25.44 3.5 14 5/8 EHS A2 T6 25.44 4.07 16 5/8 EHS A2b T6a 25.44 3.54 14 5/8 EHS A2a T6a 25.44 3.56 14 5/8 EHS A2a T6b 25.44 3.52 14 5/8 EHS A2 T6b 25.44 4.06 16 1.2D + 1.0Di + 1.0Wi 210° 45.00 1/2 EHS A1 11 16.14 3.41 21 1/2 EHS A1b 11a 16.14 3.23 20 1/2 EHS A1a 11b 16.14 3.07 19 60.00 1/2 EHS A1 14 16.14 3.31 21 1/2 EHS A1b 14a 16.14 3.1 19 1/2 EHS A1a 14b 16.14 2.92 18 94.98 9/16 EHS A1 22 21 3.91 19 9/16 EHS A1b 22a 21 3.6 17 9/16 EHS A1a 22b 21 3.36 16 120.00 3/4 EHS A2 28 34.98 6.18 18 3/4 EHS A2b 28a 34.98 5.68 16 3/4 EHS A2a 28b 34.98 5.3 15 140.00 3/4 BS A2 32 40.8 6.88 17 3/4 BS A2b 32a 40.8 6.38 16 3/4 BS A2a 32b 40.8 6 15 185.00 5/8 EHS A2 T6 25.44 4.02 16 5/8 EHS A2b T6 25.44 3.67 14 5/8 EHS A2b T6a 25.44 3.72 15 5/8 EHS A2a T6a 25.44 3.43 13 5/8 EHS A2 T6b 25.44 4.04 16 5/8 EHS A2a T6b 25.44 3.41 13 1.2D + 1.0Di + 1.0Wi 240° 45.00 1/2 EHS A1 11 16.14 3.35 21 1/2 EHS A1b 11a 16.14 3.33 21 1/2 EHS A1a 11b 16.14 3.04 19 60.00 1/2 EHS A1 14 16.14 3.24 20 1/2 EHS A1b 14a 16.14 3.22 20 1/2 EHS A1a 14b 16.14 2.88 18 94.98 9/16 EHS A1 22 21 3.81 18 9/16 EHS A1b 22a 21 3.77 18 9/16 EHS A1a 22b 21 3.31 16 120.00 3/4 EHS A2 28 34.98 6.01 17 3/4 EHS A2b 28a 34.98 5.94 17 3/4 EHS A2a 28b 34.98 5.22 15 140.00 3/4 BS A2 32 40.8 6.72 16 3/4 BS A2b 32a 40.8 6.64 16 3/4 BS A2a 32b 40.8 5.92 15 185.00 5/8 EHS A2b T6 25.44 3.85 15 5/8 EHS A2 T6 25.44 3.9 15 5/8 EHS A2b T6a 25.44 3.89 15 5/8 EHS A2a T6a 25.44 3.37 13 5/8 EHS A2 T6b 25.44 3.93 15 5/8 EHS A2a T6b 25.44 3.36 13 1.2D + 1.0Di + 1.0Wi 300° 45.00 1/2 EHS A1 11 16.14 3.15 19 1/2 EHS A1b 11a 16.14 3.42 21 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1/2 EHS A1a 11b 16.14 3.15 19 60.00 1/2 EHS A1 14 16.14 3.01 19 1/2 EHS A1b 14a 16.14 3.32 21 1/2 EHS A1a 14b 16.14 3.01 19 94.98 9/16 EHS A1 22 21 3.49 17 9/16 EHS A1b 22a 21 3.9 19 9/16 EHS A1a 22b 21 3.47 17 120.00 3/4 EHS A2 28 34.98 5.5 16 3/4 EHS A2b 28a 34.98 6.17 18 3/4 EHS A2a 28b 34.98 5.48 16 140.00 3/4 BS A2 32 40.8 6.21 15 3/4 BS A2b 32a 40.8 6.87 17 3/4 BS A2a 32b 40.8 6.18 15 185.00 5/8 EHS A2 T6 25.44 3.55 14 5/8 EHS A2b T6 25.44 4.02 16 5/8 EHS A2a T6a 25.44 3.53 14 5/8 EHS A2b T6a 25.44 4.02 16 5/8 EHS A2a T6b 25.44 3.56 14 5/8 EHS A2 T6b 25.44 3.58 14 1.2D + 1.0Di + 1.0Wi 330° 45.00 1/2 EHS A1 11 16.14 3.07 19 1/2 EHS A1b 11a 16.14 3.39 21 1/2 EHS A1a 11b 16.14 3.24 20 60.00 1/2 EHS A1 14 16.14 2.93 18 1/2 EHS A1b 14a 16.14 3.29 20 1/2 EHS A1a 14b 16.14 3.12 19 94.98 9/16 EHS A1 22 21 3.38 16 9/16 EHS A1b 22a 21 3.87 18 9/16 EHS A1a 22b 21 3.63 17 120.00 3/4 EHS A2 28 34.98 5.33 15 3/4 EHS A2b 28a 34.98 6.11 17 3/4 EHS A2a 28b 34.98 5.73 16 140.00 3/4 BS A2 32 40.8 6.04 15 3/4 BS A2b 32a 40.8 6.81 17 3/4 BS A2a 32b 40.8 6.42 16 185.00 5/8 EHS A2 T6 25.44 3.44 14 5/8 EHS A2b T6 25.44 3.99 16 5/8 EHS A2b T6a 25.44 3.97 16 5/8 EHS A2a T6a 25.44 3.7 15 5/8 EHS A2a T6b 25.44 3.74 15 5/8 EHS A2 T6b 25.44 3.46 14 1.2D + 1.0Ev + 1.0Eh Normal 45.00 1/2 EHS A1 11 16.14 2.58 16 1/2 EHS A1b 11a 16.14 2.6 16 1/2 EHS A1a 11b 16.14 2.61 16 60.00 1/2 EHS A1 14 16.14 2.5 15 1/2 EHS A1b 14a 16.14 2.52 16 1/2 EHS A1a 14b 16.14 2.54 16 94.98 9/16 EHS A1 22 21 2.98 14 9/16 EHS A1b 22a 21 3.05 15 9/16 EHS A1a 22b 21 3.07 15 120.00 3/4 EHS A2 28 34.98 4.71 13 3/4 EHS A2b 28a 34.98 4.92 14 3/4 EHS A2a 28b 34.98 4.95 14 140.00 3/4 BS A2 32 40.8 5.46 13 3/4 BS A2b 32a 40.8 5.78 14 3/4 BS A2a 32b 40.8 5.81 14 185.00 5/8 EHS A2b T6 25.44 3.44 14 5/8 EHS A2 T6 25.44 3.13 12 5/8 EHS A2a T6a 25.44 3.46 14 5/8 EHS A2b T6a 25.44 3.44 14 5/8 EHS A2 T6b 25.44 3.13 12 5/8 EHS A2a T6b 25.44 3.46 14 1.2D + 1.0Ev + 1.0Eh 60° 45.00 1/2 EHS A1 11 16.14 2.59 16 1/2 EHS A1b 11a 16.14 2.58 16 1/2 EHS A1a 11b 16.14 2.62 16 60.00 1/2 EHS A1 14 16.14 2.51 16 1/2 EHS A1b 14a 16.14 2.5 15 1/2 EHS A1a 14b 16.14 2.55 16 94.98 9/16 EHS A1 22 21 3.01 14 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 9/16 EHS A1b 22a 21 2.98 14 9/16 EHS A1a 22b 21 3.1 15 120.00 3/4 EHS A2 28 34.98 4.8 14 3/4 EHS A2b 28a 34.98 4.74 14 3/4 EHS A2a 28b 34.98 5.04 14 140.00 3/4 BS A2 32 40.8 5.59 14 3/4 BS A2b 32a 40.8 5.53 14 3/4 BS A2a 32b 40.8 5.94 15 185.00 5/8 EHS A2b T6 25.44 3.21 13 5/8 EHS A2 T6 25.44 3.25 13 5/8 EHS A2b T6a 25.44 3.21 13 5/8 EHS A2a T6a 25.44 3.58 14 5/8 EHS A2 T6b 25.44 3.24 13 5/8 EHS A2a T6b 25.44 3.57 14 1.2D + 1.0Ev + 1.0Eh 90° 45.00 1/2 EHS A1 11 16.14 2.6 16 1/2 EHS A1b 11a 16.14 2.57 16 1/2 EHS A1a 11b 16.14 2.62 16 60.00 1/2 EHS A1 14 16.14 2.53 16 1/2 EHS A1b 14a 16.14 2.49 15 1/2 EHS A1a 14b 16.14 2.55 16 94.98 9/16 EHS A1 22 21 3.05 15 9/16 EHS A1b 22a 21 2.96 14 9/16 EHS A1a 22b 21 3.09 15 120.00 3/4 EHS A2 28 34.98 4.88 14 3/4 EHS A2b 28a 34.98 4.68 13 3/4 EHS A2a 28b 34.98 5.01 14 140.00 3/4 BS A2 32 40.8 5.71 14 3/4 BS A2b 32a 40.8 5.43 13 3/4 BS A2a 32b 40.8 5.9 14 185.00 5/8 EHS A2 T6 25.44 3.36 13 5/8 EHS A2b T6 25.44 3.12 12 5/8 EHS A2b T6a 25.44 3.12 12 5/8 EHS A2a T6a 25.44 3.54 14 5/8 EHS A2 T6b 25.44 3.36 13 5/8 EHS A2a T6b 25.44 3.54 14 1.2D + 1.0Ev + 1.0Eh 120° 45.00 1/2 EHS A1 11 16.14 2.61 16 1/2 EHS A1b 11a 16.14 2.57 16 1/2 EHS A1a 11b 16.14 2.61 16 60.00 1/2 EHS A1 14 16.14 2.54 16 1/2 EHS A1b 14a 16.14 2.48 15 1/2 EHS A1a 14b 16.14 2.54 16 94.98 9/16 EHS A1 22 21 3.08 15 9/16 EHS A1b 22a 21 2.95 14 9/16 EHS A1a 22b 21 3.07 15 120.00 3/4 EHS A2 28 34.98 4.97 14 3/4 EHS A2b 28a 34.98 4.65 13 3/4 EHS A2a 28b 34.98 4.95 14 140.00 3/4 BS A2 32 40.8 5.84 14 3/4 BS A2b 32a 40.8 5.4 13 3/4 BS A2a 32b 40.8 5.81 14 185.00 5/8 EHS A2b T6 25.44 3.09 12 5/8 EHS A2 T6 25.44 3.48 14 5/8 EHS A2a T6a 25.44 3.46 14 5/8 EHS A2b T6a 25.44 3.09 12 5/8 EHS A2a T6b 25.44 3.46 14 5/8 EHS A2 T6b 25.44 3.48 14 1.2D + 1.0Ev + 1.0Eh 180° 45.00 1/2 EHS A1 11 16.14 2.62 16 1/2 EHS A1b 11a 16.14 2.58 16 1/2 EHS A1a 11b 16.14 2.59 16 60.00 1/2 EHS A1 14 16.14 2.55 16 1/2 EHS A1b 14a 16.14 2.5 15 1/2 EHS A1a 14b 16.14 2.51 16 94.98 9/16 EHS A1 22 21 3.12 15 9/16 EHS A1b 22a 21 2.98 14 9/16 EHS A1a 22b 21 3 14 120.00 3/4 EHS A2 28 34.98 5.06 14 3/4 EHS A2b 28a 34.98 4.74 14 3/4 EHS A2a 28b 34.98 4.77 14 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 140.00 3/4 BS A2 32 40.8 5.97 15 3/4 BS A2b 32a 40.8 5.52 14 3/4 BS A2a 32b 40.8 5.56 14 185.00 5/8 EHS A2 T6 25.44 3.59 14 5/8 EHS A2b T6 25.44 3.2 13 5/8 EHS A2b T6a 25.44 3.21 13 5/8 EHS A2a T6a 25.44 3.23 13 5/8 EHS A2 T6b 25.44 3.59 14 5/8 EHS A2a T6b 25.44 3.22 13 1.2D + 1.0Ev + 1.0Eh 210° 45.00 1/2 EHS A1 11 16.14 2.62 16 1/2 EHS A1b 11a 16.14 2.59 16 1/2 EHS A1a 11b 16.14 2.58 16 60.00 1/2 EHS A1 14 16.14 2.55 16 1/2 EHS A1b 14a 16.14 2.51 16 1/2 EHS A1a 14b 16.14 2.5 15 94.98 9/16 EHS A1 22 21 3.11 15 9/16 EHS A1b 22a 21 3.01 14 9/16 EHS A1a 22b 21 2.97 14 120.00 3/4 EHS A2 28 34.98 5.04 14 3/4 EHS A2b 28a 34.98 4.83 14 3/4 EHS A2a 28b 34.98 4.71 13 140.00 3/4 BS A2 32 40.8 5.94 15 3/4 BS A2b 32a 40.8 5.65 14 3/4 BS A2a 32b 40.8 5.46 13 185.00 5/8 EHS A2 T6 25.44 3.56 14 5/8 EHS A2b T6 25.44 3.32 13 5/8 EHS A2b T6a 25.44 3.32 13 5/8 EHS A2a T6a 25.44 3.14 12 5/8 EHS A2 T6b 25.44 3.56 14 5/8 EHS A2a T6b 25.44 3.14 12 1.2D + 1.0Ev + 1.0Eh 240° 45.00 1/2 EHS A1 11 16.14 2.61 16 1/2 EHS A1b 11a 16.14 2.6 16 1/2 EHS A1a 11b 16.14 2.58 16 60.00 1/2 EHS A1 14 16.14 2.54 16 1/2 EHS A1b 14a 16.14 2.52 16 1/2 EHS A1a 14b 16.14 2.5 15 94.98 9/16 EHS A1 22 21 3.08 15 9/16 EHS A1b 22a 21 3.05 15 9/16 EHS A1a 22b 21 2.96 14 120.00 3/4 EHS A2 28 34.98 4.97 14 3/4 EHS A2b 28a 34.98 4.91 14 3/4 EHS A2a 28b 34.98 4.68 13 140.00 3/4 BS A2 32 40.8 5.84 14 3/4 BS A2b 32a 40.8 5.78 14 3/4 BS A2a 32b 40.8 5.43 13 185.00 5/8 EHS A2b T6 25.44 3.44 14 5/8 EHS A2 T6 25.44 3.48 14 5/8 EHS A2a T6a 25.44 3.11 12 5/8 EHS A2b T6a 25.44 3.44 14 5/8 EHS A2 T6b 25.44 3.48 14 5/8 EHS A2a T6b 25.44 3.11 12 1.2D + 1.0Ev + 1.0Eh 300° 45.00 1/2 EHS A1 11 16.14 2.59 16 1/2 EHS A1b 11a 16.14 2.61 16 1/2 EHS A1a 11b 16.14 2.59 16 60.00 1/2 EHS A1 14 16.14 2.51 16 1/2 EHS A1b 14a 16.14 2.54 16 1/2 EHS A1a 14b 16.14 2.51 16 94.98 9/16 EHS A1 22 21 3.01 14 9/16 EHS A1b 22a 21 3.08 15 9/16 EHS A1a 22b 21 3 14 120.00 3/4 EHS A2 28 34.98 4.8 14 3/4 EHS A2b 28a 34.98 5 14 3/4 EHS A2a 28b 34.98 4.77 14 140.00 3/4 BS A2 32 40.8 5.59 14 3/4 BS A2b 32a 40.8 5.9 14 3/4 BS A2a 32b 40.8 5.56 14 185.00 5/8 EHS A2 T6 25.44 3.25 13 5/8 EHS A2b T6 25.44 3.55 14 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 5/8 EHS A2b T6a 25.44 3.55 14 5/8 EHS A2a T6a 25.44 3.23 13 5/8 EHS A2a T6b 25.44 3.23 13 5/8 EHS A2 T6b 25.44 3.25 13 1.2D + 1.0Ev + 1.0Eh 330° 45.00 1/2 EHS A1 11 16.14 2.58 16 1/2 EHS A1b 11a 16.14 2.6 16 1/2 EHS A1a 11b 16.14 2.6 16 60.00 1/2 EHS A1 14 16.14 2.5 15 1/2 EHS A1b 14a 16.14 2.53 16 1/2 EHS A1a 14b 16.14 2.52 16 94.98 9/16 EHS A1 22 21 2.99 14 9/16 EHS A1b 22a 21 3.07 15 9/16 EHS A1a 22b 21 3.03 14 120.00 3/4 EHS A2 28 34.98 4.73 14 3/4 EHS A2b 28a 34.98 4.98 14 3/4 EHS A2a 28b 34.98 4.86 14 140.00 3/4 BS A2 32 40.8 5.5 13 3/4 BS A2b 32a 40.8 5.87 14 3/4 BS A2a 32b 40.8 5.69 14 185.00 5/8 EHS A2b T6 25.44 3.52 14 5/8 EHS A2 T6 25.44 3.17 12 5/8 EHS A2b T6a 25.44 3.52 14 5/8 EHS A2a T6a 25.44 3.34 13 5/8 EHS A2a T6b 25.44 3.34 13 5/8 EHS A2 T6b 25.44 3.16 12 1.0D + 1.0W Service Normal 45.00 1/2 EHS A1 11 16.14 1.86 12 1/2 EHS A1b 11a 16.14 3.02 19 1/2 EHS A1a 11b 16.14 3.03 19 60.00 1/2 EHS A1 14 16.14 1.68 10 1/2 EHS A1b 14a 16.14 3.01 19 1/2 EHS A1a 14b 16.14 3.03 19 94.98 9/16 EHS A1 22 21 1.89 9 9/16 EHS A1b 22a 21 3.72 18 9/16 EHS A1a 22b 21 3.74 18 120.00 3/4 EHS A2 28 34.98 3.08 9 3/4 EHS A2b 28a 34.98 5.97 17 3/4 EHS A2a 28b 34.98 6.01 17 140.00 3/4 BS A2 32 40.8 3.82 9 3/4 BS A2b 32a 40.8 6.79 17 3/4 BS A2a 32b 40.8 6.83 17 185.00 5/8 EHS A2b T6 25.44 4.22 17 5/8 EHS A2 T6 25.44 2.06 8 5/8 EHS A2a T6a 25.44 4.12 16 5/8 EHS A2b T6a 25.44 4.09 16 5/8 EHS A2 T6b 25.44 2.06 8 5/8 EHS A2a T6b 25.44 4.25 17 1.0D + 1.0W Service 60° 45.00 1/2 EHS A1 11 16.14 2.27 14 1/2 EHS A1b 11a 16.14 2.26 14 1/2 EHS A1a 11b 16.14 3.35 21 60.00 1/2 EHS A1 14 16.14 2.14 13 1/2 EHS A1b 14a 16.14 2.13 13 1/2 EHS A1a 14b 16.14 3.4 21 94.98 9/16 EHS A1 22 21 2.54 12 9/16 EHS A1b 22a 21 2.51 12 9/16 EHS A1a 22b 21 4.26 20 120.00 3/4 EHS A2 28 34.98 4.06 12 3/4 EHS A2b 28a 34.98 4.02 11 3/4 EHS A2a 28b 34.98 6.88 20 140.00 3/4 BS A2 32 40.8 4.85 12 3/4 BS A2b 32a 40.8 4.79 12 3/4 BS A2a 32b 40.8 7.76 19 185.00 5/8 EHS A2b T6 25.44 2.89 11 5/8 EHS A2 T6 25.44 2.93 12 5/8 EHS A2a T6a 25.44 4.84 19 5/8 EHS A2b T6a 25.44 2.77 11 5/8 EHS A2 T6b 25.44 2.8 11 5/8 EHS A2a T6b 25.44 4.84 19 1.0D + 1.0W Service 90° 45.00 1/2 EHS A1 11 16.14 2.64 16 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1/2 EHS A1b 11a 16.14 1.98 12 1/2 EHS A1a 11b 16.14 3.27 20 60.00 1/2 EHS A1 14 16.14 2.57 16 1/2 EHS A1b 14a 16.14 1.82 11 1/2 EHS A1a 14b 16.14 3.3 20 94.98 9/16 EHS A1 22 21 3.13 15 9/16 EHS A1b 22a 21 2.06 10 9/16 EHS A1a 22b 21 4.12 20 120.00 3/4 EHS A2 28 34.98 5.01 14 3/4 EHS A2b 28a 34.98 3.34 10 3/4 EHS A2a 28b 34.98 6.65 19 140.00 3/4 BS A2 32 40.8 5.81 14 3/4 BS A2b 32a 40.8 4.09 10 3/4 BS A2a 32b 40.8 7.51 18 185.00 5/8 EHS A2b T6 25.44 2.32 9 5/8 EHS A2 T6 25.44 3.6 14 5/8 EHS A2a T6a 25.44 4.69 18 5/8 EHS A2b T6a 25.44 2.26 9 5/8 EHS A2 T6b 25.44 3.43 14 5/8 EHS A2a T6b 25.44 4.62 18 1.0D + 1.0W Service 120° 45.00 1/2 EHS A1 11 16.14 3.03 19 1/2 EHS A1b 11a 16.14 1.85 11 1/2 EHS A1a 11b 16.14 3.03 19 60.00 1/2 EHS A1 14 16.14 3.03 19 1/2 EHS A1b 14a 16.14 1.67 10 1/2 EHS A1a 14b 16.14 3.03 19 94.98 9/16 EHS A1 22 21 3.76 18 9/16 EHS A1b 22a 21 1.86 9 9/16 EHS A1a 22b 21 3.74 18 120.00 3/4 EHS A2 28 34.98 6.03 17 3/4 EHS A2b 28a 34.98 3.04 9 3/4 EHS A2a 28b 34.98 6 17 140.00 3/4 BS A2 32 40.8 6.85 17 3/4 BS A2b 32a 40.8 3.76 9 3/4 BS A2a 32b 40.8 6.81 17 185.00 5/8 EHS A2 T6 25.44 4.26 17 5/8 EHS A2b T6 25.44 2.02 8 5/8 EHS A2b T6a 25.44 2.03 8 5/8 EHS A2a T6a 25.44 4.24 17 5/8 EHS A2 T6b 25.44 4.13 16 5/8 EHS A2a T6b 25.44 4.1 16 1.0D + 1.0W Service 180° 45.00 1/2 EHS A1 11 16.14 3.35 21 1/2 EHS A1b 11a 16.14 2.25 14 1/2 EHS A1a 11b 16.14 2.26 14 60.00 1/2 EHS A1 14 16.14 3.39 21 1/2 EHS A1b 14a 16.14 2.13 13 1/2 EHS A1a 14b 16.14 2.14 13 94.98 9/16 EHS A1 22 21 4.27 20 9/16 EHS A1b 22a 21 2.5 12 9/16 EHS A1a 22b 21 2.51 12 120.00 3/4 EHS A2 28 34.98 6.9 20 3/4 EHS A2b 28a 34.98 4 11 3/4 EHS A2a 28b 34.98 4.03 12 140.00 3/4 BS A2 32 40.8 7.79 19 3/4 BS A2b 32a 40.8 4.78 12 3/4 BS A2a 32b 40.8 4.81 12 185.00 5/8 EHS A2 T6 25.44 4.86 19 5/8 EHS A2b T6 25.44 2.76 11 5/8 EHS A2a T6a 25.44 2.9 11 5/8 EHS A2b T6a 25.44 2.89 11 5/8 EHS A2 T6b 25.44 4.86 19 5/8 EHS A2a T6b 25.44 2.77 11 1.0D + 1.0W Service 210° 45.00 1/2 EHS A1 11 16.14 3.27 20 1/2 EHS A1b 11a 16.14 2.62 16 1/2 EHS A1a 11b 16.14 1.98 12 60.00 1/2 EHS A1 14 16.14 3.3 20 1/2 EHS A1b 14a 16.14 2.55 16 1/2 EHS A1a 14b 16.14 1.82 11 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 94.98 9/16 EHS A1 22 21 4.14 20 9/16 EHS A1b 22a 21 3.09 15 9/16 EHS A1a 22b 21 2.07 10 120.00 3/4 EHS A2 28 34.98 6.68 19 3/4 EHS A2b 28a 34.98 4.94 14 3/4 EHS A2a 28b 34.98 3.35 10 140.00 3/4 BS A2 32 40.8 7.54 18 3/4 BS A2b 32a 40.8 5.74 14 3/4 BS A2a 32b 40.8 4.11 10 185.00 5/8 EHS A2b T6 25.44 3.39 13 5/8 EHS A2 T6 25.44 4.65 18 5/8 EHS A2a T6a 25.44 2.34 9 5/8 EHS A2b T6a 25.44 3.55 14 5/8 EHS A2a T6b 25.44 2.27 9 5/8 EHS A2 T6b 25.44 4.71 19 1.0D + 1.0W Service 240° 45.00 1/2 EHS A1 11 16.14 3.03 19 1/2 EHS A1b 11a 16.14 3.01 19 1/2 EHS A1a 11b 16.14 1.85 11 60.00 1/2 EHS A1 14 16.14 3.02 19 1/2 EHS A1b 14a 16.14 3 19 1/2 EHS A1a 14b 16.14 1.67 10 94.98 9/16 EHS A1 22 21 3.75 18 9/16 EHS A1b 22a 21 3.71 18 9/16 EHS A1a 22b 21 1.87 9 120.00 3/4 EHS A2 28 34.98 6.03 17 3/4 EHS A2b 28a 34.98 5.95 17 3/4 EHS A2a 28b 34.98 3.06 9 140.00 3/4 BS A2 32 40.8 6.85 17 3/4 BS A2b 32a 40.8 6.78 17 3/4 BS A2a 32b 40.8 3.79 9 185.00 5/8 EHS A2 T6 25.44 4.13 16 5/8 EHS A2b T6 25.44 4.08 16 5/8 EHS A2a T6a 25.44 2.04 8 5/8 EHS A2b T6a 25.44 4.22 17 5/8 EHS A2 T6b 25.44 4.27 17 5/8 EHS A2a T6b 25.44 2.04 8 1.0D + 1.0W Service 300° 45.00 1/2 EHS A1 11 16.14 2.26 14 1/2 EHS A1b 11a 16.14 3.33 21 1/2 EHS A1a 11b 16.14 2.26 14 60.00 1/2 EHS A1 14 16.14 2.14 13 1/2 EHS A1b 14a 16.14 3.37 21 1/2 EHS A1a 14b 16.14 2.14 13 94.98 9/16 EHS A1 22 21 2.54 12 9/16 EHS A1b 22a 21 4.23 20 9/16 EHS A1a 22b 21 2.52 12 120.00 3/4 EHS A2 28 34.98 4.06 12 3/4 EHS A2b 28a 34.98 6.83 20 3/4 EHS A2a 28b 34.98 4.04 12 140.00 3/4 BS A2 32 40.8 4.85 12 3/4 BS A2b 32a 40.8 7.71 19 3/4 BS A2a 32b 40.8 4.82 12 185.00 5/8 EHS A2 T6 25.44 2.81 11 5/8 EHS A2b T6 25.44 4.81 19 5/8 EHS A2b T6a 25.44 4.81 19 5/8 EHS A2a T6a 25.44 2.79 11 5/8 EHS A2 T6b 25.44 2.93 12 5/8 EHS A2a T6b 25.44 2.91 11 1.0D + 1.0W Service 330° 45.00 1/2 EHS A1 11 16.14 1.99 12 1/2 EHS A1b 11a 16.14 3.25 20 1/2 EHS A1a 11b 16.14 2.64 16 60.00 1/2 EHS A1 14 16.14 1.83 11 1/2 EHS A1b 14a 16.14 3.28 20 1/2 EHS A1a 14b 16.14 2.57 16 94.98 9/16 EHS A1 22 21 2.09 10 9/16 EHS A1b 22a 21 4.1 20 9/16 EHS A1a 22b 21 3.12 15 120.00 3/4 EHS A2 28 34.98 3.37 10 3/4 EHS A2b 28a 34.98 6.61 19 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 3/4 EHS A2a 28b 34.98 4.99 14 140.00 3/4 BS A2 32 40.8 4.15 10 3/4 BS A2b 32a 40.8 7.47 18 3/4 BS A2a 32b 40.8 5.79 14 185.00 5/8 EHS A2b T6 25.44 4.67 18 5/8 EHS A2 T6 25.44 2.3 9 5/8 EHS A2a T6a 25.44 3.43 13 5/8 EHS A2b T6a 25.44 4.61 18 5/8 EHS A2 T6b 25.44 2.36 9 5/8 EHS A2a T6b 25.44 3.58 14 MAXIMUM CABLE FORCES SUMMARY Load Case Elevation (ft)Cable Anchor Node Tower Node Allowed Tension (kip) Applied Tension (kip)Use (%) 1.2D + 1.0W 90°45.00 1/2 EHS A1a 11b 16.14 9.69 60 1.2D + 1.0W 90°60.00 1/2 EHS A1a 14b 16.14 10.81 67 1.2D + 1.0W 90°94.98 9/16 EHS A1a 22b 21.00 14.84 71 1.2D + 1.0W 210°120.00 3/4 EHS A2 28 34.98 25.42 73 1.2D + 1.0W 90°140.00 3/4 BS A2a 32b 40.80 25.96 64 1.2D + 1.0W 210°185.00 5/8 EHS A2 T6b 25.44 18.45 73 MAXIMUM TORQUE ARM STRESS SUMMARY Load Case Elevation (ft)Member Type Compression %Tension % 1.2D + 1.0W 120°44.50 3X3X0.25 Horiz 0 15 1.2D + 1.0W 120°59.60 3X3X0.25 Horiz 0 15 1.2D + 1.0W 120°94.60 3X3X0.25 Horiz 0 16 1.2D + 1.0W Normal 119.60 3X3X0.25 Horiz 0 22 1.2D + 1.0W Normal 139.60 3X3X0.25 Horiz 0 21 1.2D + 1.0W 210°185.30 3X3X0.25 Kicker 91 0 1.2D + 1.0W 120°185.30 3X4X0.25 Horiz 0 64 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W Normal 160 mph wind with no ice 45.00 0.4893 -0.0079 0.5105 0.5106 1.2D + 1.0W Normal 160 mph wind with no ice 110.00 0.9901 -0.0130 0.4261 0.4261 1.2D + 1.0W Normal 160 mph wind with no ice 125.00 1.1073 -0.0139 0.5435 0.5435 1.2D + 1.0W Normal 160 mph wind with no ice 150.00 1.3769 -0.0144 0.7195 0.7195 1.2D + 1.0W Normal 160 mph wind with no ice 155.00 1.4388 -0.0144 0.6775 0.6775 1.2D + 1.0W Normal 160 mph wind with no ice 160.00 1.4942 -0.0143 0.6082 0.6083 1.2D + 1.0W Normal 160 mph wind with no ice 180.00 1.6574 -0.0142 0.3506 0.3506 1.2D + 1.0W Normal 160 mph wind with no ice 185.00 1.6892 -0.0144 0.3990 0.3991 1.2D + 1.0W Normal 160 mph wind with no ice 188.75 1.7167 -0.0143 0.4463 0.4465 1.2D + 1.0W Normal 160 mph wind with no ice 196.25 1.7728 -0.0143 0.5418 0.542 1.2D + 1.0W Normal 160 mph wind with no ice 200.00 1.816 -0.0143 0.7223 0.7223 1.2D + 1.0W 60° 160 mph wind with no ice 45.00 0.2866 0.0010 0.2794 0.2794 1.2D + 1.0W 60° 160 mph wind with no ice 110.00 0.5411 0.0019 0.1980 0.198 1.2D + 1.0W 60° 160 mph wind with no ice 125.00 0.5987 0.0022 0.3144 0.3144 1.2D + 1.0W 60° 160 mph wind with no ice 150.00 0.7725 -0.0025 0.4795 0.4795 1.2D + 1.0W 60° 160 mph wind with no ice 155.00 0.8123 -0.0028 0.4449 0.4449 1.2D + 1.0W 60° 160 mph wind with no ice 160.00 0.849 -0.0031 0.3728 0.3728 1.2D + 1.0W 60° 160 mph wind with no ice 180.00 0.9322 -0.0053 0.1453 0.1454 1.2D + 1.0W 60° 160 mph wind with no ice 185.00 0.9438 -0.0057 0.1720 0.172 1.2D + 1.0W 60° 160 mph wind with no ice 188.75 0.9565 -0.0061 0.2159 0.2159 1.2D + 1.0W 60° 160 mph wind with no ice 196.25 0.9823 -0.0069 0.3537 0.3537 1.2D + 1.0W 60° 160 mph wind with no ice 200.00 1.0163 -0.0067 0.6126 0.6126 1.2D + 1.0W 90° 160 mph wind with no ice 45.00 0.4056 0.0986 0.4289 0.4377 1.2D + 1.0W 90° 160 mph wind with no ice 110.00 0.8314 0.1150 0.3693 0.3867 1.2D + 1.0W 90° 160 mph wind with no ice 125.00 0.9296 0.1175 0.4683 0.4828 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W 90° 160 mph wind with no ice 150.00 1.1657 0.1196 0.6241 0.6317 1.2D + 1.0W 90° 160 mph wind with no ice 155.00 1.2162 0.1199 0.5834 0.5956 1.2D + 1.0W 90° 160 mph wind with no ice 160.00 1.2665 0.1199 0.5192 0.5284 1.2D + 1.0W 90° 160 mph wind with no ice 180.00 1.3982 0.1206 0.2837 0.3006 1.2D + 1.0W 90° 160 mph wind with no ice 185.00 1.4218 0.1204 0.3211 0.3359 1.2D + 1.0W 90° 160 mph wind with no ice 188.75 1.4451 0.1203 0.3675 0.3805 1.2D + 1.0W 90° 160 mph wind with no ice 196.25 1.4899 0.1200 0.5158 0.5271 1.2D + 1.0W 90° 160 mph wind with no ice 200.00 1.5358 0.1194 0.8052 0.814 1.2D + 1.0W 120° 160 mph wind with no ice 45.00 0.4935 0.0262 0.5221 0.5222 1.2D + 1.0W 120° 160 mph wind with no ice 110.00 1.0019 0.0634 0.4346 0.4392 1.2D + 1.0W 120° 160 mph wind with no ice 125.00 1.1216 0.0709 0.5520 0.5565 1.2D + 1.0W 120° 160 mph wind with no ice 150.00 1.3954 0.0828 0.7276 0.7293 1.2D + 1.0W 120° 160 mph wind with no ice 155.00 1.4581 0.0848 0.6874 0.6919 1.2D + 1.0W 120° 160 mph wind with no ice 160.00 1.5144 0.0866 0.6211 0.6234 1.2D + 1.0W 120° 160 mph wind with no ice 180.00 1.6804 0.0942 0.3572 0.3694 1.2D + 1.0W 120° 160 mph wind with no ice 185.00 1.7127 0.0953 0.4054 0.4109 1.2D + 1.0W 120° 160 mph wind with no ice 188.75 1.7409 0.0961 0.4587 0.4631 1.2D + 1.0W 120° 160 mph wind with no ice 196.25 1.7979 0.0974 0.6123 0.6167 1.2D + 1.0W 120° 160 mph wind with no ice 200.00 1.8503 0.0969 0.9030 0.9081 1.2D + 1.0W 180° 160 mph wind with no ice 45.00 0.2897 0.0038 0.2816 0.2816 1.2D + 1.0W 180° 160 mph wind with no ice 110.00 0.5501 0.0020 0.2034 0.2034 1.2D + 1.0W 180° 160 mph wind with no ice 125.00 0.6096 0.0016 0.3208 0.3208 1.2D + 1.0W 180° 160 mph wind with no ice 150.00 0.7861 0.0002 0.4842 0.4842 1.2D + 1.0W 180° 160 mph wind with no ice 155.00 0.8264 0.0002 0.4508 0.4508 1.2D + 1.0W 180° 160 mph wind with no ice 160.00 0.8635 0.0001 0.3757 0.3757 1.2D + 1.0W 180° 160 mph wind with no ice 180.00 0.9484 -0.0004 0.1505 0.1505 1.2D + 1.0W 180° 160 mph wind with no ice 185.00 0.9603 -0.0004 0.1757 0.1757 1.2D + 1.0W 180° 160 mph wind with no ice 188.75 0.9732 -0.0004 0.2151 0.2151 1.2D + 1.0W 180° 160 mph wind with no ice 196.25 0.9994 -0.0004 0.3009 0.3009 1.2D + 1.0W 180° 160 mph wind with no ice 200.00 1.026 -0.0004 0.4611 0.4611 1.2D + 1.0W 210° 160 mph wind with no ice 45.00 0.4074 0.0813 0.4274 0.4346 1.2D + 1.0W 210° 160 mph wind with no ice 110.00 0.836 0.0653 0.3714 0.3736 1.2D + 1.0W 210° 160 mph wind with no ice 125.00 0.9351 0.0604 0.4718 0.473 1.2D + 1.0W 210° 160 mph wind with no ice 150.00 1.1723 0.0497 0.6256 0.6275 1.2D + 1.0W 210° 160 mph wind with no ice 155.00 1.2231 0.0478 0.5857 0.5873 1.2D + 1.0W 210° 160 mph wind with no ice 160.00 1.2735 0.0463 0.5191 0.5212 1.2D + 1.0W 210° 160 mph wind with no ice 180.00 1.4053 0.0399 0.2846 0.287 1.2D + 1.0W 210° 160 mph wind with no ice 185.00 1.429 0.0387 0.3214 0.3238 1.2D + 1.0W 210° 160 mph wind with no ice 188.75 1.4522 0.0380 0.3646 0.3666 1.2D + 1.0W 210° 160 mph wind with no ice 196.25 1.497 0.0366 0.4721 0.4735 1.2D + 1.0W 210° 160 mph wind with no ice 200.00 1.5366 0.0365 0.6764 0.6765 1.2D + 1.0W 240° 160 mph wind with no ice 45.00 0.4927 -0.0232 0.5208 0.5209 1.2D + 1.0W 240° 160 mph wind with no ice 110.00 0.9989 -0.0602 0.4317 0.4359 1.2D + 1.0W 240° 160 mph wind with no ice 125.00 1.1177 -0.0678 0.5483 0.5525 1.2D + 1.0W 240° 160 mph wind with no ice 150.00 1.3896 -0.0796 0.7225 0.724 1.2D + 1.0W 240° 160 mph wind with no ice 155.00 1.4519 -0.0816 0.6822 0.6863 1.2D + 1.0W 240° 160 mph wind with no ice 160.00 1.5077 -0.0834 0.6157 0.6179 1.2D + 1.0W 240° 160 mph wind with no ice 180.00 1.6719 -0.0910 0.3526 0.3641 1.2D + 1.0W 240° 160 mph wind with no ice 185.00 1.7038 -0.0921 0.4007 0.4057 1.2D + 1.0W 240° 160 mph wind with no ice 188.75 1.7317 -0.0929 0.4540 0.458 1.2D + 1.0W 240° 160 mph wind with no ice 196.25 1.7881 -0.0942 0.6075 0.6114 1.2D + 1.0W 240° 160 mph wind with no ice 200.00 1.8401 -0.0937 0.8980 0.9029 1.2D + 1.0W 300° 160 mph wind with no ice 45.00 0.2864 -0.0022 0.2778 0.2778 1.2D + 1.0W 300° 160 mph wind with no ice 110.00 0.5373 -0.0021 0.1949 0.1949 1.2D + 1.0W 300° 160 mph wind with no ice 125.00 0.5939 -0.0023 0.3104 0.3104 1.2D + 1.0W 300° 160 mph wind with no ice 150.00 0.7655 0.0025 0.4735 0.4735 1.2D + 1.0W 300° 160 mph wind with no ice 155.00 0.8048 0.0027 0.4387 0.4387 1.2D + 1.0W 300° 160 mph wind with no ice 160.00 0.8409 0.0031 0.3665 0.3665 1.2D + 1.0W 300° 160 mph wind with no ice 180.00 0.9222 0.0053 0.1407 0.1408 1.2D + 1.0W 300° 160 mph wind with no ice 185.00 0.9334 0.0057 0.1676 0.1676 1.2D + 1.0W 300° 160 mph wind with no ice 188.75 0.9459 0.0061 0.2113 0.2113 1.2D + 1.0W 300° 160 mph wind with no ice 196.25 0.971 0.0069 0.3492 0.3493 1.2D + 1.0W 300° 160 mph wind with no ice 200.00 1.0047 0.0067 0.6082 0.6083 1.2D + 1.0W 330° 160 mph wind with no ice 45.00 0.4045 0.0943 0.4218 0.4322 1.2D + 1.0W 330° 160 mph wind with no ice 110.00 0.8237 0.1127 0.3617 0.375 1.2D + 1.0W 330° 160 mph wind with no ice 125.00 0.9203 0.1168 0.4614 0.4724 1.2D + 1.0W 330° 160 mph wind with no ice 150.00 1.1527 0.1248 0.6171 0.6251 1.2D + 1.0W 330° 160 mph wind with no ice 155.00 1.2027 0.1265 0.5756 0.5862 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W 330° 160 mph wind with no ice 160.00 1.252 0.1282 0.5069 0.5224 1.2D + 1.0W 330° 160 mph wind with no ice 180.00 1.3813 0.1352 0.2776 0.3088 1.2D + 1.0W 330° 160 mph wind with no ice 185.00 1.4046 0.1362 0.3160 0.3374 1.2D + 1.0W 330° 160 mph wind with no ice 188.75 1.4273 0.1367 0.3563 0.3773 1.2D + 1.0W 330° 160 mph wind with no ice 196.25 1.4712 0.1376 0.4479 0.4663 1.2D + 1.0W 330° 160 mph wind with no ice 200.00 1.508 0.1368 0.6355 0.6497 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 45.00 0.0085 -0.0004 0.0140 0.014 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 110.00 0.0141 0.0003 0.0133 0.0133 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 125.00 0.0157 0.0004 0.0076 0.0076 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 150.00 0.0174 0.0002 0.0113 0.0113 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 155.00 0.0187 0.0002 0.0093 0.0093 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 160.00 0.0187 0.0002 0.0081 0.0081 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 180.00 0.0189 0.0001 0.0089 0.0089 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 185.00 0.0185 0.0001 0.0033 0.0033 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 188.75 0.0184 0.0000 0.0022 0.0022 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 196.25 0.0183 0.0000 0.0024 0.0024 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 200.00 0.0187 0.0000 0.0083 0.0083 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 45.00 0.0087 0.0004 0.0168 0.0168 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 110.00 0.0147 0.0003 0.0140 0.014 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 125.00 0.0163 0.0004 0.0070 0.007 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 150.00 0.0188 0.0002 0.0123 0.0123 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 155.00 0.0199 0.0002 0.0093 0.0093 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 160.00 0.0202 0.0002 0.0100 0.01 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 180.00 0.0208 0.0001 0.0074 0.0074 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 185.00 0.0204 0.0001 0.0034 0.0034 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 188.75 0.0204 0.0000 0.0013 0.0013 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 196.25 0.0203 0.0000 0.0042 0.0042 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 200.00 0.021 0.0000 0.0125 0.0125 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 45.00 0.0089 0.0014 0.0168 0.0168 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 110.00 0.0156 0.0004 0.0149 0.0149 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 125.00 0.0176 0.0004 0.0080 0.008 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 150.00 0.0198 0.0002 0.0120 0.012 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 155.00 0.0211 0.0002 0.0098 0.0098 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 160.00 0.0212 0.0002 0.0098 0.0098 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 180.00 0.0216 0.0001 0.0086 0.0086 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 185.00 0.0212 0.0001 0.0037 0.0037 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 188.75 0.0212 0.0000 0.0022 0.0022 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 196.25 0.021 0.0000 0.0045 0.0045 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 200.00 0.0217 0.0000 0.0138 0.0138 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 45.00 0.0094 0.0004 0.0159 0.0159 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 110.00 0.0168 0.0003 0.0153 0.0153 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 125.00 0.0189 0.0004 0.0090 0.009 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 150.00 0.0212 0.0002 0.0122 0.0122 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 155.00 0.0226 0.0002 0.0102 0.0102 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 160.00 0.0227 0.0002 0.0091 0.0091 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 180.00 0.0228 0.0001 0.0089 0.0089 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 185.00 0.0224 0.0001 0.0037 0.0037 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 188.75 0.0224 0.0001 0.0022 0.0022 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 196.25 0.0222 0.0000 0.0044 0.0044 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 200.00 0.0228 0.0000 0.0136 0.0136 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 45.00 0.0087 0.0004 0.0156 0.0156 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 110.00 0.0155 0.0003 0.0142 0.0142 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 125.00 0.0173 0.0004 0.0089 0.0089 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 150.00 0.0202 0.0002 0.0130 0.013 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 155.00 0.0213 0.0002 0.0099 0.0099 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 160.00 0.0217 0.0002 0.0095 0.0095 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 180.00 0.0223 0.0001 0.0077 0.0077 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 185.00 0.0219 0.0001 0.0039 0.0039 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 188.75 0.0219 0.0000 0.0018 0.0018 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 196.25 0.0217 0.0000 0.0020 0.002 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 200.00 0.0221 0.0000 0.0071 0.0071 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 45.00 0.0083 0.0015 0.0150 0.0151 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 110.00 0.0149 0.0004 0.0148 0.0148 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 125.00 0.0169 0.0004 0.0090 0.009 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 150.00 0.0195 0.0002 0.0125 0.0125 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 155.00 0.0206 0.0002 0.0097 0.0097 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 160.00 0.0209 0.0002 0.0090 0.009 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 180.00 0.0212 0.0001 0.0088 0.0088 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 185.00 0.0208 -0.0001 0.0040 0.004 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 188.75 0.0208 0.0000 0.0025 0.0025 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 196.25 0.0206 0.0000 0.0024 0.0024 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 200.00 0.021 0.0000 0.0090 0.009 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 45.00 0.0084 0.0004 0.0144 0.0144 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 110.00 0.0147 0.0003 0.0150 0.015 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 125.00 0.0168 0.0004 0.0086 0.0086 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 150.00 0.0189 0.0002 0.0116 0.0116 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 155.00 0.0202 0.0002 0.0096 0.0096 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 160.00 0.0202 0.0002 0.0083 0.0083 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 180.00 0.0203 0.0001 0.0092 0.0092 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 185.00 0.0198 -0.0001 0.0038 0.0038 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 188.75 0.0198 -0.0001 0.0025 0.0025 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 196.25 0.0195 0.0000 0.0041 0.0041 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 200.00 0.0201 0.0000 0.0135 0.0135 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 45.00 0.0076 -0.0004 0.0154 0.0154 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 110.00 0.0124 0.0003 0.0137 0.0137 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 125.00 0.0139 0.0004 0.0066 0.0066 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 150.00 0.0162 0.0002 0.0115 0.0115 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 155.00 0.0172 0.0002 0.0085 0.0085 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 160.00 0.0174 0.0002 0.0092 0.0092 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 180.00 0.0178 0.0001 0.0078 0.0078 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 185.00 0.0174 0.0001 0.0038 0.0038 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 188.75 0.0174 0.0000 0.0017 0.0017 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 196.25 0.0172 0.0000 0.0039 0.0039 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 200.00 0.0178 0.0000 0.0124 0.0124 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 45.00 0.0078 0.0011 0.0146 0.0147 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 110.00 0.0128 0.0003 0.0128 0.0128 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 125.00 0.0143 0.0003 0.0070 0.007 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 150.00 0.0159 0.0002 0.0110 0.011 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 155.00 0.0171 -0.0002 0.0085 0.0085 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 160.00 0.0171 0.0001 0.0083 0.0083 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 180.00 0.0172 0.0000 0.0089 0.0089 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 185.00 0.0168 0.0000 0.0040 0.004 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 188.75 0.0168 0.0000 0.0025 0.0025 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 196.25 0.0165 0.0000 0.0023 0.0023 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 200.00 0.0169 0.0000 0.0084 0.0084 1.2D + 1.0Ev + 1.0Eh Normal Seismic 45.00 0.001 0.0003 0.0097 0.0097 1.2D + 1.0Ev + 1.0Eh Normal Seismic 110.00 0.0047 0.0003 0.0165 0.0165 1.2D + 1.0Ev + 1.0Eh Normal Seismic 125.00 0.0074 0.0003 0.0115 0.0115 1.2D + 1.0Ev + 1.0Eh Normal Seismic 150.00 0.0106 0.0002 0.0151 0.0151 1.2D + 1.0Ev + 1.0Eh Normal Seismic 155.00 0.0125 0.0002 0.0144 0.0144 1.2D + 1.0Ev + 1.0Eh Normal Seismic 160.00 0.0128 0.0001 0.0136 0.0136 1.2D + 1.0Ev + 1.0Eh Normal Seismic 180.00 0.0155 0.0001 0.0087 0.0087 1.2D + 1.0Ev + 1.0Eh Normal Seismic 185.00 0.016 0.0000 0.0080 0.008 1.2D + 1.0Ev + 1.0Eh Normal Seismic 188.75 0.0165 0.0000 0.0086 0.0086 1.2D + 1.0Ev + 1.0Eh Normal Seismic 196.25 0.0175 0.0000 0.0089 0.0089 1.2D + 1.0Ev + 1.0Eh Normal Seismic 200.00 0.0181 0.0000 0.0104 0.0104 1.2D + 1.0Ev + 1.0Eh 60° Seismic 45.00 0.0014 0.0003 0.0106 0.0106 1.2D + 1.0Ev + 1.0Eh 60° Seismic 110.00 0.0058 0.0003 0.0159 0.0159 1.2D + 1.0Ev + 1.0Eh 60° Seismic 125.00 0.0085 0.0003 0.0108 0.0108 1.2D + 1.0Ev + 1.0Eh 60° Seismic 150.00 0.0122 0.0002 0.0158 0.0158 1.2D + 1.0Ev + 1.0Eh 60° Seismic 155.00 0.014 0.0002 0.0136 0.0136 1.2D + 1.0Ev + 1.0Eh 60° Seismic 160.00 0.0144 0.0001 0.0154 0.0154 1.2D + 1.0Ev + 1.0Eh 60° Seismic 180.00 0.0172 0.0001 0.0102 0.0102 1.2D + 1.0Ev + 1.0Eh 60° Seismic 185.00 0.0177 0.0000 0.0074 0.0074 1.2D + 1.0Ev + 1.0Eh 60° Seismic 188.75 0.0182 0.0000 0.0087 0.0087 1.2D + 1.0Ev + 1.0Eh 60° Seismic 196.25 0.0192 0.0000 0.0092 0.0092 1.2D + 1.0Ev + 1.0Eh 60° Seismic 200.00 0.0199 0.0000 0.0115 0.0115 1.2D + 1.0Ev + 1.0Eh 90° Seismic 45.00 0.0015 0.0003 0.0105 0.0106 1.2D + 1.0Ev + 1.0Eh 90° Seismic 110.00 0.0066 0.0003 0.0177 0.0177 1.2D + 1.0Ev + 1.0Eh 90° Seismic 125.00 0.0096 0.0003 0.0118 0.0118 1.2D + 1.0Ev + 1.0Eh 90° Seismic 150.00 0.0132 0.0002 0.0158 0.0158 1.2D + 1.0Ev + 1.0Eh 90° Seismic 155.00 0.0152 0.0002 0.0148 0.0148 1.2D + 1.0Ev + 1.0Eh 90° Seismic 160.00 0.0155 0.0001 0.0156 0.0156 1.2D + 1.0Ev + 1.0Eh 90° Seismic 180.00 0.0183 0.0001 0.0098 0.0098 1.2D + 1.0Ev + 1.0Eh 90° Seismic 185.00 0.0188 0.0000 0.0077 0.0077 1.2D + 1.0Ev + 1.0Eh 90° Seismic 188.75 0.0193 0.0000 0.0087 0.0087 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0Ev + 1.0Eh 90° Seismic 196.25 0.0203 0.0000 0.0094 0.0094 1.2D + 1.0Ev + 1.0Eh 90° Seismic 200.00 0.021 0.0000 0.0119 0.0119 1.2D + 1.0Ev + 1.0Eh 120° Seismic 45.00 0.0016 0.0003 0.0102 0.0102 1.2D + 1.0Ev + 1.0Eh 120° Seismic 110.00 0.007 0.0003 0.0184 0.0184 1.2D + 1.0Ev + 1.0Eh 120° Seismic 125.00 0.0102 0.0003 0.0127 0.0127 1.2D + 1.0Ev + 1.0Eh 120° Seismic 150.00 0.0139 0.0002 0.0160 0.016 1.2D + 1.0Ev + 1.0Eh 120° Seismic 155.00 0.0159 0.0002 0.0154 0.0154 1.2D + 1.0Ev + 1.0Eh 120° Seismic 160.00 0.0162 0.0001 0.0150 0.015 1.2D + 1.0Ev + 1.0Eh 120° Seismic 180.00 0.0191 0.0001 0.0087 0.0087 1.2D + 1.0Ev + 1.0Eh 120° Seismic 185.00 0.0196 0.0000 0.0078 0.0078 1.2D + 1.0Ev + 1.0Eh 120° Seismic 188.75 0.0201 0.0000 0.0086 0.0086 1.2D + 1.0Ev + 1.0Eh 120° Seismic 196.25 0.0211 0.0000 0.0093 0.0093 1.2D + 1.0Ev + 1.0Eh 120° Seismic 200.00 0.0218 0.0000 0.0115 0.0115 1.2D + 1.0Ev + 1.0Eh 180° Seismic 45.00 0.0014 0.0003 0.0094 0.0094 1.2D + 1.0Ev + 1.0Eh 180° Seismic 110.00 0.0064 0.0003 0.0161 0.0161 1.2D + 1.0Ev + 1.0Eh 180° Seismic 125.00 0.0092 0.0003 0.0125 0.0125 1.2D + 1.0Ev + 1.0Eh 180° Seismic 150.00 0.0136 0.0002 0.0167 0.0167 1.2D + 1.0Ev + 1.0Eh 180° Seismic 155.00 0.0152 0.0002 0.0143 0.0143 1.2D + 1.0Ev + 1.0Eh 180° Seismic 160.00 0.0159 0.0001 0.0151 0.0151 1.2D + 1.0Ev + 1.0Eh 180° Seismic 180.00 0.0187 0.0001 0.0102 0.0102 1.2D + 1.0Ev + 1.0Eh 180° Seismic 185.00 0.0191 0.0000 0.0071 0.0071 1.2D + 1.0Ev + 1.0Eh 180° Seismic 188.75 0.0196 0.0000 0.0084 0.0084 1.2D + 1.0Ev + 1.0Eh 180° Seismic 196.25 0.0205 0.0000 0.0085 0.0085 1.2D + 1.0Ev + 1.0Eh 180° Seismic 200.00 0.0212 0.0000 0.0099 0.0099 1.2D + 1.0Ev + 1.0Eh 210° Seismic 45.00 0.0011 0.0003 0.0092 0.0092 1.2D + 1.0Ev + 1.0Eh 210° Seismic 110.00 0.0059 0.0003 0.0175 0.0175 1.2D + 1.0Ev + 1.0Eh 210° Seismic 125.00 0.0088 0.0003 0.0127 0.0127 1.2D + 1.0Ev + 1.0Eh 210° Seismic 150.00 0.0129 0.0002 0.0163 0.0163 1.2D + 1.0Ev + 1.0Eh 210° Seismic 155.00 0.0147 0.0002 0.0148 0.0148 1.2D + 1.0Ev + 1.0Eh 210° Seismic 160.00 0.0152 0.0001 0.0147 0.0147 1.2D + 1.0Ev + 1.0Eh 210° Seismic 180.00 0.0179 0.0001 0.0097 0.0097 1.2D + 1.0Ev + 1.0Eh 210° Seismic 185.00 0.0184 0.0000 0.0074 0.0074 1.2D + 1.0Ev + 1.0Eh 210° Seismic 188.75 0.0188 0.0000 0.0084 0.0084 1.2D + 1.0Ev + 1.0Eh 210° Seismic 196.25 0.0198 0.0000 0.0087 0.0087 1.2D + 1.0Ev + 1.0Eh 210° Seismic 200.00 0.0204 0.0000 0.0104 0.0104 1.2D + 1.0Ev + 1.0Eh 240° Seismic 45.00 0.0008 0.0003 0.0091 0.0091 1.2D + 1.0Ev + 1.0Eh 240° Seismic 110.00 0.0054 0.0003 0.0180 0.018 1.2D + 1.0Ev + 1.0Eh 240° Seismic 125.00 0.0084 0.0003 0.0123 0.0123 1.2D + 1.0Ev + 1.0Eh 240° Seismic 150.00 0.0119 0.0002 0.0154 0.0154 1.2D + 1.0Ev + 1.0Eh 240° Seismic 155.00 0.0139 0.0002 0.0148 0.0148 1.2D + 1.0Ev + 1.0Eh 240° Seismic 160.00 0.0142 0.0001 0.0143 0.0143 1.2D + 1.0Ev + 1.0Eh 240° Seismic 180.00 0.0168 0.0001 0.0085 0.0085 1.2D + 1.0Ev + 1.0Eh 240° Seismic 185.00 0.0174 0.0000 0.0076 0.0076 1.2D + 1.0Ev + 1.0Eh 240° Seismic 188.75 0.0178 0.0000 0.0083 0.0083 1.2D + 1.0Ev + 1.0Eh 240° Seismic 196.25 0.0187 0.0000 0.0091 0.0091 1.2D + 1.0Ev + 1.0Eh 240° Seismic 200.00 0.0194 0.0000 0.0114 0.0114 1.2D + 1.0Ev + 1.0Eh 300° Seismic 45.00 0.0005 0.0003 0.0095 0.0095 1.2D + 1.0Ev + 1.0Eh 300° Seismic 110.00 0.0038 0.0002 0.0154 0.0154 1.2D + 1.0Ev + 1.0Eh 300° Seismic 125.00 0.0063 0.0003 0.0102 0.0102 1.2D + 1.0Ev + 1.0Eh 300° Seismic 150.00 0.0098 0.0002 0.0148 0.0148 1.2D + 1.0Ev + 1.0Eh 300° Seismic 155.00 0.0114 0.0001 0.0126 0.0126 1.2D + 1.0Ev + 1.0Eh 300° Seismic 160.00 0.0119 0.0001 0.0144 0.0144 1.2D + 1.0Ev + 1.0Eh 300° Seismic 180.00 0.0144 0.0000 0.0096 0.0096 1.2D + 1.0Ev + 1.0Eh 300° Seismic 185.00 0.0148 0.0000 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 300° Seismic 188.75 0.0152 0.0000 0.0080 0.008 1.2D + 1.0Ev + 1.0Eh 300° Seismic 196.25 0.0161 0.0000 0.0082 0.0082 1.2D + 1.0Ev + 1.0Eh 300° Seismic 200.00 0.0167 0.0000 0.0099 0.0099 1.2D + 1.0Ev + 1.0Eh 330° Seismic 45.00 0.0007 0.0003 0.0092 0.0092 1.2D + 1.0Ev + 1.0Eh 330° Seismic 110.00 0.0041 0.0002 0.0157 0.0157 1.2D + 1.0Ev + 1.0Eh 330° Seismic 125.00 0.0067 0.0003 0.0109 0.0109 1.2D + 1.0Ev + 1.0Eh 330° Seismic 150.00 0.0099 0.0002 0.0149 0.0149 1.2D + 1.0Ev + 1.0Eh 330° Seismic 155.00 0.0116 0.0001 0.0135 0.0135 1.2D + 1.0Ev + 1.0Eh 330° Seismic 160.00 0.012 0.0001 0.0140 0.014 1.2D + 1.0Ev + 1.0Eh 330° Seismic 180.00 0.0144 0.0000 0.0093 0.0093 1.2D + 1.0Ev + 1.0Eh 330° Seismic 185.00 0.0149 0.0000 0.0073 0.0073 1.2D + 1.0Ev + 1.0Eh 330° Seismic 188.75 0.0153 0.0000 0.0081 0.0081 1.2D + 1.0Ev + 1.0Eh 330° Seismic 196.25 0.0163 0.0000 0.0082 0.0082 1.2D + 1.0Ev + 1.0Eh 330° Seismic 200.00 0.0169 0.0000 0.0095 0.0095 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 45.00 0.0346 -0.0006 0.0331 0.0331 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 110.00 0.0592 -0.0004 0.0207 0.0207 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 125.00 0.0634 0.0004 0.0240 0.024 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 150.00 0.0738 0.0003 0.0355 0.0355 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 155.00 0.0772 0.0002 0.0280 0.028 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 160.00 0.0782 0.0002 0.0172 0.0172 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 180.00 0.0766 0.0001 0.0248 0.0248 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 185.00 0.0749 0.0001 0.0155 0.0155 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 188.75 0.0741 0.0001 0.0107 0.0107 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 196.25 0.0726 0.0001 0.0048 0.0048 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 200.00 0.074 0.0001 0.0297 0.0297 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 45.00 0.0322 0.0004 0.0358 0.0358 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 110.00 0.0571 0.0004 0.0219 0.0219 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 125.00 0.062 0.0005 0.0286 0.0286 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 150.00 0.0774 0.0003 0.0468 0.0468 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 155.00 0.0814 0.0003 0.0410 0.041 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 160.00 0.0843 0.0002 0.0329 0.0329 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 180.00 0.088 0.0001 0.0084 0.0084 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 185.00 0.0876 0.0001 0.0026 0.0026 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 188.75 0.088 -0.0001 0.0082 0.0082 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 196.25 0.0887 -0.0001 0.0271 0.0271 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 200.00 0.092 -0.0001 0.0629 0.0629 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 45.00 0.0334 0.0080 0.0359 0.0367 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 110.00 0.0578 0.0010 0.0226 0.0227 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 125.00 0.0624 0.0008 0.0266 0.0266 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 150.00 0.0759 0.0004 0.0413 0.0413 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 155.00 0.0791 0.0004 0.0351 0.0351 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 160.00 0.0817 0.0003 0.0270 0.027 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 180.00 0.0826 0.0001 0.0191 0.0191 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 185.00 0.0815 0.0001 0.0118 0.0118 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 188.75 0.0814 0.0001 0.0098 0.0098 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 196.25 0.0811 0.0001 0.0232 0.0232 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 200.00 0.0843 0.0001 0.0627 0.0627 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 45.00 0.0354 0.0006 0.0361 0.0361 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 110.00 0.0615 0.0005 0.0223 0.0224 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 125.00 0.0661 0.0005 0.0249 0.0249 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 150.00 0.0768 0.0004 0.0359 0.0359 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 155.00 0.0804 0.0003 0.0285 0.0285 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 160.00 0.0814 0.0003 0.0184 0.0184 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 180.00 0.0797 0.0002 0.0251 0.0251 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 185.00 0.078 0.0002 0.0160 0.016 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 188.75 0.0772 0.0002 0.0103 0.0103 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 196.25 0.0757 0.0002 0.0138 0.0138 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 200.00 0.0782 0.0002 0.0540 0.054 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 45.00 0.0324 0.0006 0.0351 0.0351 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 110.00 0.0583 0.0004 0.0224 0.0224 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 125.00 0.0634 0.0004 0.0305 0.0305 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 150.00 0.0794 0.0003 0.0477 0.0477 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 155.00 0.0834 0.0002 0.0418 0.0418 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 160.00 0.0864 0.0002 0.0328 0.0328 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 180.00 0.0902 0.0001 0.0083 0.0083 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 185.00 0.0898 0.0001 0.0024 0.0024 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 188.75 0.0902 0.0001 0.0075 0.0075 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 196.25 0.0909 0.0001 0.0192 0.0192 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 200.00 0.0931 0.0001 0.0413 0.0413 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 45.00 0.033 0.0081 0.0342 0.0351 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 110.00 0.0577 0.0009 0.0229 0.0229 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 125.00 0.0624 0.0006 0.0283 0.0283 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 150.00 0.0765 0.0003 0.0422 0.0422 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 155.00 0.0795 0.0002 0.0358 0.0358 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 160.00 0.0824 0.0002 0.0269 0.0269 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 180.00 0.0834 -0.0001 0.0192 0.0192 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 185.00 0.0823 -0.0001 0.0118 0.0118 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 188.75 0.0823 -0.0001 0.0097 0.0097 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 196.25 0.0821 -0.0001 0.0146 0.0146 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 200.00 0.0841 -0.0001 0.0411 0.0411 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 45.00 0.0343 0.0005 0.0347 0.0347 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 110.00 0.0595 -0.0005 0.0222 0.0222 ASSET:# 5080, Relay Tower STANDARD ANSI/TIA-222-H CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13709669_C3_03 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 48366 8/26/2021 10:06:28 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 125.00 0.064 -0.0005 0.0248 0.0248 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 150.00 0.0747 -0.0004 0.0356 0.0356 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 155.00 0.0782 -0.0003 0.0282 0.0282 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 160.00 0.0793 -0.0003 0.0181 0.0181 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 180.00 0.0775 -0.0002 0.0251 0.0251 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 185.00 0.0758 -0.0002 0.0160 0.016 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 188.75 0.0749 -0.0002 0.0104 0.0104 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 196.25 0.0735 -0.0002 0.0137 0.0137 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 200.00 0.076 -0.0002 0.0540 0.054 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 45.00 0.0315 -0.0006 0.0348 0.0348 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 110.00 0.0553 -0.0005 0.0214 0.0214 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 125.00 0.06 -0.0005 0.0279 0.0279 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 150.00 0.0751 -0.0003 0.0458 0.0458 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 155.00 0.079 -0.0003 0.0400 0.04 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 160.00 0.0818 0.0002 0.0318 0.0318 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 180.00 0.0852 0.0001 0.0089 0.0089 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 185.00 0.0848 0.0001 0.0021 0.0021 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 188.75 0.0852 0.0001 0.0076 0.0076 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 196.25 0.0858 0.0001 0.0266 0.0266 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 200.00 0.0891 0.0001 0.0624 0.0624 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 45.00 0.0327 0.0076 0.0338 0.0347 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 110.00 0.0557 0.0008 0.0211 0.0211 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 125.00 0.06 0.0006 0.0262 0.0262 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 150.00 0.0731 0.0003 0.0407 0.0407 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 155.00 0.0762 0.0003 0.0343 0.0343 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 160.00 0.0787 0.0002 0.0258 0.0258 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 180.00 0.0795 0.0001 0.0189 0.0189 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 185.00 0.0785 0.0001 0.0111 0.0111 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 188.75 0.0784 0.0001 0.0097 0.0097 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 196.25 0.0781 0.0001 0.0186 0.0186 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 200.00 0.0803 0.0001 0.0456 0.0456 MAXIMUM REACTIONS SUMMARY Anchor Group Uplift Shear BASE 171.80 3.46 A1 14.71 31.78 A2 60.14 63.16 Site Name: Site Number: Tower Type: Design Loads (Factored) - Analysis per TIA-222-H Standards Design / Analysis / Mapping:Mapping -Shear/Leg (Compression):3.5 k Compression/Leg:171.8 k Shear/Leg (Uplift):3.5 k Uplift/Leg:0.0 k Concrete Strength (f' c):4,000 psi Total Shear:3.5 k Pad Tension Steel Depth:44.50 in Moment:0.0 k-ft Dead Load Factor:0.9 - Total Combined Axial Compressive Load:171.8 k fShear:0.75 - Depth to Base of Foundation (l + t - h):3.5 ft fFlexure / Tension:0.9 - Diameter Base Plate (d):1 ft fCompression:0.65 - Length of Pier (l):0 ft b:0.85 - Height of Pier above Ground (h):0.5 ft Bottom Pad Rebar Size #:8 - Width of Pad (W):7 ft # of Bottom Pad Rebar:28 - Length of Pad (L):7 ft Pad Bottom Steel Area:22.12 in2 Thickness of Pad (t):4 ft Pad Steel Fy:60,000 psi Tower Leg Center to Center:0 ft Top Pad Rebar Size #:8 - Number of Tower Legs:1 -# of Top Pad Rebar:28 - Tower Center from Mat Center:0 ft Pad Top Steel Area:22.12 in2 Depth Below Ground Surface to Water Table:1 ft Pier Rebar Size #:8 - Unit Weight of Concrete:150 pcf Pier Steel Area (Single Bar):0.79 in2 Unit Weight of Soil Above Water Table:109 pcf # of Pier Rebar:36 - Unit Weight of Water:62.4 pcf Pier Steel Fy:60,000 psi Unit Weight of Soil Below Water Table:46.6 pcf Pier Cage Diameter:4.0 in Friction Angle of Uplift:30 °Rebar Strain Limit:0.008 - Coefficient of Shear Friction:0.20 -Steel Elastic Modulus:29,000 ksi Ultimate Compressive Bearing Pressure:8,030 psf Tie Rebar Size #:4 - Ultimate Passive Pressure on Pad Face:345 psf Tie Steel Area (Single Bar):0.20 in2 fSoil and Concrete Weight:0.9 -Tie Spacing:12 in fSoil:0.6 -Tie Steel Fy:60,000 psi Clear Cover:3 in Design OTM:13.8 k-ft OTM Resistance:485.4 k-ft Design OTM / OTM Resistance:3%Pass Net Bearing Pressure:3071 psf Factored Nominal Bearing Pressure:4818 psf Factored Nominal (Net) Bearing Pressure:64%Pass Load Direction Controling Design Bearing Pressure: Ultimate Friction Resistance:33.0 k Minimum Required Mat Width:4.67 ft - OK Ultimate Passive Pressure Resistance:5.8 k Minimum Required Mat Thickness:1.83 ft - OK Total Factored Sliding Resistance:23.3 k 1 OK Sliding Design / Sliding Resistance:15%Pass Minimum Required # of Mat Rebar:9 OK Maximum Allowable Tie Spacing:5 in - NG, Decrease Tie Spacing Minimum Allowable Tie Spacing:3 in - OK Minimum Pier Edge to Mat Edge:22 in - OK Minimum Required Mat Length:4.67 ft - OK Minimum Required Foundation Depth:4.52 ft - NG, Increase Pier or Mat Thickness Sliding Factor of Safety Design Guide Relay Tower, FL 5080 GT Monolithic Mat & Pier Foundation Analysis Foundation Analysis Parameters Foundation Steel Parameters Overturning Moment Usage Soil Bearing Pressure Usage Diagonal to Pad Edge Site Name: Site Number: Design Standard per TIA-222-H Anchor Radius:149 ft Uplift (Factored - Pu):14.7 k Shear (Factored - Vu):31.8 k Berm Present:N Design Anchor Rod:N Mapped Foundation:Y Anchor Base Depth (d):3.0 ft Width of Anchor (W):1.5 ft Length of Anchor (L):24.0 ft Thickness of Anchor (t):3.0 ft Depth Below Ground Surface to Water Table (w):0.5 ft Soil Uplift at Base / Top of Anchor (B/T):T Unit Weight of Concrete:150 pcf Design Anchor Shaft?N Unit Weight of Soil Above Water Table:105 pcf Unit Weight of Water:62.4 pcf Anchor Angle:24.8 ° Submerged Soil Unit Weight:42.6 pcf Anchor Shaft Length:ft Internal Angle of Friction:28 °Min. Anchor Depth:-1.5 ft Cohesion:0 psf Max. Anchor Depth:0.5 ft Ultimate Skin Friction of Pad Sides to Soil:80 psf Coefficient of Shear Friction:0.2 Berm Length:10 ft Maximum Top Conical Failure Angle:30 °Berm Width 5 ft Maximum Base Conical Failure Angle:30 °Berm Thickness:1.0 ft Allowable Capacity Increase (Transient Loads):1 Soil / Concrete:Concrete Uplift Strength Reduction Factor (fu):0.75 Shear Strength Reduction Factor (fv):0.75 Dead Load Factor (DLF):0.9 Ultimate Uplift Resistance from Skin Friction and Soil Shear:6.1 k Nominal Factored Uplift Resistance (fuPn):37.0 k Pu / fuPn:40%Pass Ultimate Shear Resistance from Skin Friction:0.7 k Ultimate Shear Friction Resistance Due to Normal Force:0.0 k Passive Pressure:263 psf Ultimate Passive Pressure Resistance:19.0 k Nominal Shear Resistance (fvVn):43.4 k Vu / fvVn:73%Pass 5080 Relay Tower, FL Berm Anchor Shaft Guy Anchor Block Analysis Soil Uplift Capacity Soil Shear Capacity Anchor Block Analysis Parameters Site Name: Site Number: Design Standard per TIA-222-H Anchor Radius:157 ft Uplift (Factored - Pu):60.1 k Shear (Factored - Vu):63.2 k Berm Present:N Design Anchor Rod:N Mapped Foundation:Y Anchor Base Depth (d):3.0 ft Width of Anchor (W):1.5 ft Length of Anchor (L):24.0 ft Thickness of Anchor (t):3.0 ft Depth Below Ground Surface to Water Table (w):0.5 ft Soil Uplift at Base / Top of Anchor (B/T):T Unit Weight of Concrete:150 pcf Design Anchor Shaft?N Unit Weight of Soil Above Water Table:105 pcf Unit Weight of Water:62.4 pcf Anchor Angle:43.6 ° Submerged Soil Unit Weight:42.6 pcf Anchor Shaft Length:ft Internal Angle of Friction:28 °Min. Anchor Depth:-1.5 ft Cohesion:0 psf Max. Anchor Depth:0.5 ft Ultimate Skin Friction of Pad Sides to Soil:80 psf Coefficient of Shear Friction:0.2 Berm Length:10 ft Maximum Top Conical Failure Angle:30 °Berm Width 5 ft Maximum Base Conical Failure Angle:30 °Berm Thickness:1.0 ft Allowable Capacity Increase (Transient Loads):1 Soil / Concrete:Concrete Uplift Strength Reduction Factor (fu):0.75 Shear Strength Reduction Factor (fv):0.75 Dead Load Factor (DLF):0.9 Ultimate Uplift Resistance from Skin Friction and Soil Shear:6.3 k Nominal Factored Uplift Resistance (fuPn):63.4 k Pu / fuPn:95%Pass Ultimate Shear Resistance from Skin Friction:0.5 k Ultimate Shear Friction Resistance Due to Normal Force:0.0 k Passive Pressure:263 psf Ultimate Passive Pressure Resistance:19.0 k Nominal Shear Resistance (fvVn):101.2 k Vu / fvVn:62%Pass Berm Relay Tower, FL 5080 Guy Anchor Block Analysis Anchor Block Analysis Parameters Anchor Shaft Soil Uplift Capacity Soil Shear Capacity