Loading...
HomeMy WebLinkAboutAPPROVED, Structural Analysis (1)ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :330 ft Guyed Tower ATC Site Name :Rim Ditch,FL ATC Site Number :2723 Engineering Number :13732758_C3_02 Proposed Carrier :SPRINT NEXTEL Carrier Site Name :A2P0252S Carrier Site Number :A2P0252S Site Location :28000 Okeechobee Road Fort Pierce, FL 34945-5010 27.367, -80.611 County :St. Lucie Date :September 20, 2021 Max Usage :62% Result :Pass Prepared By: Sammie Brown Structural Engineer I Reviewed By: COA : 9053 <<w=175; h=175; n=BLANK - SIG; a=11>> Eng. Number 13732758_C3_02 September 20, 2021 Page. 2 ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction...................................................................................................................................3 Supporting Documents..................................................................................................................3 Analysis..........................................................................................................................................3 Conclusion .....................................................................................................................................3 Existing and Reserved Equipment..................................................................................................4 Equipment to be Removed............................................................................................................4 Proposed Equipment.....................................................................................................................4 Structure Usages............................................................................................................................5 Foundations...................................................................................................................................5 Deflection, Twist and Sway*..........................................................................................................5 Standard Conditions ......................................................................................................................6 Calculations …………………………………………………………..Attached Eng. Number 13732758_C3_02 September 20, 2021 Page. 3 ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 330 ft Guyed tower to reflect the change in loading by SPRINT NEXTEL. Supporting Documents Tower Drawings FWT Job #17832, dated September 1, 1998 Foundation Drawing Mapped by Tower Engineering Professional Project #080304, dated February 19, 2008 Geotechnical Report FTE Project #98-3576, dated August 29, 1998 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:150 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:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Crest Height (H):0 ft Crest Length (L):0 ft 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 13732758_C3_02 September 20, 2021 Page. 4 ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 294.9 1 Raycap DC6-48-60-18-8F ("Squid") 288.2 6 Andrew CBC78-DF 3 Ericsson RRUS 4449 B5, B12 3 Ericsson RRUS 32 B30 (60 lbs) 2 Raycap DC9-48-60-24-8C-EV 3 Ericsson Radio 8843 - B2 + B66A 6 Commscope E15Z01P19 3 Kathrein Scala 800 10865 288.0 9 Commscope SBNHH-1D85C Sector Frame (3) 0.40" (10.3mm) Fiber (6) 0.82" (20.8mm) 8 AWG 6 (18) 1 5/8" Coax (3) 3/8" (0.38"- 9.5mm) RET Control Cable AT&T MOBILITY 3 Ericsson Radio 4449 - B13&B5 3 Ericsson 8843 Rev 2 3 Ericsson AIR 6449 B77D/ C-Band 2 Raycap RCMDC-6627-PF-48 4 Scala AP22-1850/033D 237.0 6 Commscope NHH-65B-R2B Sector Frame (10) 1 5/8" Coax (2) 1 5/8" Hybriflex 8.0 2 PCTEL GPS-TMG-40N Leg - VERIZON WIRELESS Equipment to be Removed Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 279.6 3 Ericsson RRUS82 w/ Solarshield 279.3 3 Ericsson RRUS-11 800 MHz 277.3 3 Commscope TTTT65AP-1XR (33.3 lb) 9 RFS ACU-A20-N 3 Ericsson 800MHz SMR Filter 3 Ericsson RRUS 31275.0 3 RFS APXVERR18-C 270.0 1 Nokia NSN FFHS -(3) 1 1/4" Hybriflex Cable SPRINT NEXTEL Proposed Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 3 Ericsson Radio 4460 B25+B66 3 Ericsson Radio 4480 B71+B85A 3 Ericsson Air6449 B41275.0 3 Commscope FFVV-65C-R3-V1 Sector Frame (2) 1.99" (50.7mm) Hybrid SPRINT NEXTEL 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines alongside existing SPRINT NEXTEL lines. Eng. Number 13732758_C3_02 September 20, 2021 Page. 5 ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structure Usages Structural Component Controlling Usage Pass/Fail Legs 62%Pass Diagonals 55%Pass Horizontals 41%Pass Guys 56%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Base Axial (kips)450.6 608.3 306.9 50% Anchor 1 Uplift (kips)199.8 269.7 141.8 53% Anchor 1 Shear (kips)236.5 319.3 175.2 55% * The design reactions are factored by 1.35 per ANSI/TIA-222-H, Sec. 15.6.2 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, 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 E15Z01P19 Commscope SBNHH-1D85C Ericsson RRUS 4449 B5, B12 Ericsson Radio 8843 - B2 + B66A 288.0 Raycap DC9-48-60-24-8C-EV AT&T MOBILITY 0.089 0.011 0.035 Commscope FFVV-65C-R3-V1 Ericsson Air6449 B41 Ericsson Radio 4460 B25+B66275.0 Ericsson Radio 4480 B71+B85A SPRINT NEXTEL 0.090 0.009 0.017 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Eng. Number 13732758_C3_02 September 20, 2021 Page. 6 ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.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:2723, Rim Ditch Height :330 ft Client SPRINT NEXTEL Base Width :4 ft Code: ANSI/TIA-222-H Shape :Triangle SITE PARAMETERS Nominal Wind :150 mph wind with no ice Exposure :C 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 :0.051 S1 :0.028 SECTION PROPERTIES Section Leg Members Diagonal Members Horizontal Members 1 SOL 50 ksi 3"SOLID PL 50 ksi PL 4 x 0.75"SAE 36 ksi 4X4X0.375 2 - 7 SOL 50 ksi 3"SOLID SOL 50 ksi 5/8"SOLID SAE 36 ksi 2X2X0.1875 8 SOL 50 ksi 3"SOLID SOL 50 ksi 3/4"SOLID SAE 36 ksi 2X2X0.25 9 - 11 SOL 50 ksi 2 3/4"SOL SOL 50 ksi 3/4"SOLID SAE 36 ksi 2X2X0.25 12 SOL 50 ksi 2 1/2"SOL SOL 50 ksi 3/4"SOLID SAE 36 ksi 2X2X0.25 13 SOL 50 ksi 2 3/4"SOL SOL 50 ksi 7/8"SOLID SAE 36 ksi 2.5X2.5X0.25 14 - 16 SOL 50 ksi 2 1/2"SOL SOL 50 ksi 7/8"SOLID SAE 36 ksi 2.5X2.5X0.25 17 SOL 50 ksi 2 1/2"SOL SOL 50 ksi 5/8"SOLID SAE 36 ksi 2X2X0.1875 18 - 20 SOL 50 ksi 2"SOLID SOL 50 ksi 5/8"SOLID SAE 36 ksi 2X2X0.1875 REDUNDANT SECONDARY BRACING Section Sub Diag 1 Sub Horiz 1 Sub Diag 2 Sub Horiz 2 Sub Diag 3 Sub Horiz 3 1 - 20 ------ DISCRETE APPURTENANCE Elev (ft)Type Qty Description 294.90 BOB/SSB 1 Raycap DC6-48-60-18-8F ("Squid 288.20 DIPLEXER/DUAL COUPLER 6 Andrew CBC78-DF 288.00 BOB/SSB 2 Raycap DC9-48-60-24-8C-EV 288.00 PANEL 3 Kathrein Scala 800 10865 288.00 PANEL 9 Commscope SBNHH-1D85C 288.00 RRU/RRH 3 Ericsson RRUS 32 B30 (60 lbs) 288.00 RRU/RRH 3 Ericsson Radio 8843 - B2 + B66 288.00 RRU/RRH 3 Ericsson RRUS 4449 B5, B12 288.00 Sector Frame 3 Round Sector Frame 288.00 TTA 6 Commscope E15Z01P19 275.00 PANEL 3 Commscope FFVV-65C-R3-V1 275.00 PANEL 3 Ericsson Air6449 B41 275.00 RRU/RRH 3 Ericsson Radio 4480 B71+B85A 275.00 RRU/RRH 3 Ericsson Radio 4460 B25+B66 275.00 Sector Frame 3 Flat Light Sector Frame 268.00 Other 1 8' Torqe Arm 262.00 Sector Frame 3 Flat Light Sector Frames 239.00 Sector Frame 3 Flat Light Sector Frame 237.00 BOB/SSB 2 Raycap RCMDC-6627-PF-48 237.00 PANEL 3 Ericsson AIR 6449 B77D/ C-Band 237.00 PANEL 4 Scala AP22-1850/033D 237.00 PANEL 6 Commscope NHH-65B-R2B 237.00 RRU/RRH 3 Ericsson 8843 Rev 2 237.00 RRU/RRH 3 Ericsson Radio 4449 - B13&B5 216.00 Other 1 8' Torqe Arm 168.00 Other 1 8' Torqe Arm 8.00 GPS 2 PCTEL GPS-TMG-40N JOB INFORMATION Asset:2723, Rim Ditch Height :330 ft Client SPRINT NEXTEL Base Width :4 ft Code: ANSI/TIA-222-H Shape :Triangle LINEAR APPURTENANCE Elev (ft) From To Qty Description 5.00 288.00 3 3/8" (0.38"- 9.5mm) RET Control Cable 0.00 288.00 18 1 5/8" Coax 0.00 288.00 6 0.82" (20.8mm) 8 AWG 6 0.00 288.00 3 0.40" (10.3mm) Fiber 0.00 275.00 2 1.99" (50.7mm) Hybrid 0.00 237.00 2 1 5/8" Hybriflex 5.00 237.00 10 1 5/8" Coax GUY ANCHOR DESIGN LOADS Radius (ft)Drop (ft)Azimuth (o)Uplift (kip)Shear (kip) 231.00 0.00 0 141.83 175.17 231.00 0.00 120 141.83 175.17 231.00 0.00 240 141.83 175.17 GLOBAL BASE FOUNDATION DESIGN LOADS Vertical (kip)Horizontal (kip) 306.92 3.51 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:32 ANALYSIS PARAMETERS Location:St.Lucie County,FL Height:330 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:C Design Wind Speed Without Ice:150 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:27 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.56 TL (sec):8 P:1.3 Cs:0.030 Ss:0.051 S1:0.028 Cs, Max:0.030 Fa:1.600 Fv:2.400 Cs, Min:0.030 Sds:0.054 Sd1:0.045 LOAD CASES 1.2D + 1.0W Normal 150 mph wind with no ice 1.2D + 1.0W 60°150 mph wind with no ice 1.2D + 1.0W 90°150 mph wind with no ice 1.2D + 1.0W 120°150 mph wind with no ice 1.2D + 1.0W 180°150 mph wind with no ice 1.2D + 1.0W 210°150 mph wind with no ice 1.2D + 1.0W 240°150 mph wind with no ice 1.2D + 1.0W 300°150 mph wind with no ice 1.2D + 1.0W 330°150 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:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 294.9 Raycap DC6-48-60-18-8F ("Squid 1 32 1.5 2.0 11.0 11.0 0.80 1.00 -1.0 77.65 77.68 78 38 288.2 Andrew CBC78-DF 6 7 0.4 0.7 5.9 2.6 0.80 0.50 0.0 0.00 77.36 61 48 288.0 Commscope E15Z01P19 6 11 0.8 1.1 7.2 2.9 0.80 0.50 0.0 0.00 77.35 123 79 288.0 Ericsson Radio 8843 - B2 + B66 3 72 1.6 1.3 13.2 10.9 0.80 0.50 0.0 0.00 77.35 130 259 288.0 Ericsson RRUS 4449 B5, B12 3 71 2.0 1.5 13.2 9.4 0.80 0.50 0.0 0.00 77.35 155 256 288.0 Ericsson RRUS 32 B30 (60 lbs)3 60 2.7 2.2 12.1 6.7 0.80 0.67 -1.0 284.38 77.29 284 216 288.0 Raycap DC9-48-60-24-8C-EV 2 16 4.8 2.6 18.3 10.2 0.80 0.75 0.0 0.00 77.35 378 38 288.0 Kathrein Scala 800 10865 3 66 10.2 6.3 14.8 6.7 0.80 0.65 -1.0 1,047.91 77.29 1048 238 288.0 Commscope SBNHH-1D85C 9 44 11.4 8.0 11.9 7.1 0.80 0.70 0.0 0.00 77.35 3774 476 288.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.00 77.35 1427 1080 275.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.67 0.0 0.00 76.60 268 392 275.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.67 0.0 0.00 76.60 299 302 275.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 76.60 559 374 275.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 76.60 1967 1440 275.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 76.60 2078 449 268.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 76.18 648 480 262.0 Flat Light Sector Frames 3 400 17.9 12.0 0.0 0.0 0.75 0.75 0.0 0.00 75.82 1947 1440 239.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 74.37 1706 1440 237.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 74.24 125 252 237.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 74.24 125 270 237.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 74.24 427 294 237.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 74.24 324 77 237.0 Scala AP22-1850/033D 4 24 7.8 6.4 10.3 2.4 0.80 0.66 0.0 0.00 74.24 1033 117 237.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 74.24 1688 315 216.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 72.80 619 480 168.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 69.05 587 480 8.0 PCTEL GPS-TMG-40N 2 1 0.1 0.4 3.2 3.2 1.00 1.00 0.0 0.00 41.58 6 1 Totals 86 9,443 610.8 21,863 11,331 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) 294.9 Raycap DC6-48-60-18-8F ("Squid 1 32 1.5 2.0 11.0 11.0 0.80 1.00 -1.0 3.11 3.11 3 38 288.2 Andrew CBC78-DF 6 7 0.4 0.7 5.9 2.6 0.80 0.50 0.0 0.00 3.09 2 48 288.0 Commscope E15Z01P19 6 11 0.8 1.1 7.2 2.9 0.80 0.50 0.0 0.00 3.09 5 79 288.0 Ericsson Radio 8843 - B2 + B66 3 72 1.6 1.3 13.2 10.9 0.80 0.50 0.0 0.00 3.09 5 259 288.0 Ericsson RRUS 4449 B5, B12 3 71 2.0 1.5 13.2 9.4 0.80 0.50 0.0 0.00 3.09 6 256 288.0 Ericsson RRUS 32 B30 (60 lbs)3 60 2.7 2.2 12.1 6.7 0.80 0.67 -1.0 11.38 3.09 11 216 288.0 Raycap DC9-48-60-24-8C-EV 2 16 4.8 2.6 18.3 10.2 0.80 0.75 0.0 0.00 3.09 15 38 288.0 Kathrein Scala 800 10865 3 66 10.2 6.3 14.8 6.7 0.80 0.65 -1.0 41.92 3.09 42 238 288.0 Commscope SBNHH-1D85C 9 44 11.4 8.0 11.9 7.1 0.80 0.70 0.0 0.00 3.09 151 476 288.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.00 3.09 57 1080 275.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.67 0.0 0.00 3.06 11 392 275.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.67 0.0 0.00 3.06 12 302 275.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 3.06 22 374 275.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 3.06 79 1440 275.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 3.06 83 449 268.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 3.05 26 480 262.0 Flat Light Sector Frames 3 400 17.9 12.0 0.0 0.0 0.75 0.75 0.0 0.00 3.03 78 1440 239.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 2.97 68 1440 237.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 2.97 5 252 237.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 2.97 5 270 237.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 2.97 17 294 237.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 2.97 13 77 237.0 Scala AP22-1850/033D 4 24 7.8 6.4 10.3 2.4 0.80 0.66 0.0 0.00 2.97 41 117 237.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 2.97 68 315 216.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 2.91 25 480 168.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 2.76 23 480 8.0 PCTEL GPS-TMG-40N 2 1 0.1 0.4 3.2 3.2 1.00 1.00 0.0 0.00 1.66 0 1 Totals 86 9,443 610.8 875 11,331 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 294.9 Raycap DC6-48-60-18-8F ("Squid 1 32 1.5 2.0 11.0 11.0 0.80 1.00 -1.0 12.42 12.43 12 32 288.2 Andrew CBC78-DF 6 7 0.4 0.7 5.9 2.6 0.80 0.50 0.0 0.00 12.38 10 40 288.0 Commscope E15Z01P19 6 11 0.8 1.1 7.2 2.9 0.80 0.50 0.0 0.00 12.38 20 66 288.0 Ericsson Radio 8843 - B2 + B66 3 72 1.6 1.3 13.2 10.9 0.80 0.50 0.0 0.00 12.38 21 216 288.0 Ericsson RRUS 4449 B5, B12 3 71 2.0 1.5 13.2 9.4 0.80 0.50 0.0 0.00 12.38 25 213 288.0 Ericsson RRUS 32 B30 (60 lbs)3 60 2.7 2.2 12.1 6.7 0.80 0.67 -1.0 45.50 12.37 46 180 288.0 Raycap DC9-48-60-24-8C-EV 2 16 4.8 2.6 18.3 10.2 0.80 0.75 0.0 0.00 12.38 60 32 288.0 Kathrein Scala 800 10865 3 66 10.2 6.3 14.8 6.7 0.80 0.65 -1.0 167.67 12.37 168 198 288.0 Commscope SBNHH-1D85C 9 44 11.4 8.0 11.9 7.1 0.80 0.70 0.0 0.00 12.38 604 397 288.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.67 0.0 0.00 12.38 228 900 275.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.67 0.0 0.00 12.26 43 327 275.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.67 0.0 0.00 12.26 48 252 275.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 12.26 89 312 275.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 12.26 315 1200 275.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 12.26 333 374 268.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 12.19 104 400 262.0 Flat Light Sector Frames 3 400 17.9 12.0 0.0 0.0 0.75 0.75 0.0 0.00 12.13 311 1200 239.0 Flat Light Sector Frame 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 11.90 273 1200 237.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 11.88 20 210 237.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 11.88 20 225 237.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 11.88 68 245 237.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 11.88 52 64 237.0 Scala AP22-1850/033D 4 24 7.8 6.4 10.3 2.4 0.80 0.66 0.0 0.00 11.88 165 97 237.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 11.88 270 262 216.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 11.65 99 400 168.0 8' Torqe Arm 1 400 10.0 8.0 8.0 8.0 1.00 1.00 0.0 0.00 11.05 94 400 8.0 PCTEL GPS-TMG-40N 2 1 0.1 0.4 3.2 3.2 1.00 1.00 0.0 0.00 6.65 1 1 Totals 86 9,443 610.8 3,498 9,443 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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 5.0 288.0 3/8" (0.38"- 9.5mm) RET Contro 1 0.38 0.23 100 2 Individual 0.00 N 1.00 1.00 0.00 5.0 288.0 3/8" (0.38"- 9.5mm) RET Contro 2 0.38 0.23 100 2 Individual 0.00 N 1.00 1.00 0.00 5.0 237.0 1 5/8" Coax 10 1.98 0.82 60 3 Block 0.00 N 1.00 1.00 0.00 0.0 288.0 0.82" (20.8mm) 8 AWG 6 6 0.82 0.62 100 2 Individual 0.00 N 1.00 1.00 0.00 0.0 288.0 0.40" (10.3mm) Fiber 3 0.40 0.09 100 2 Individual 0.00 N 1.00 1.00 0.00 0.0 288.0 1 5/8" Coax 9 1.98 0.82 100 None Individual 0.00 N 1.00 1.00 0.00 0.0 288.0 1 5/8" Coax 9 1.98 0.82 56 None Block 0.00 N 1.00 1.00 0.00 0.0 275.0 1.99" (50.7mm) Hybrid 2 1.99 1.90 100 None Individual 0.00 N 1.00 1.00 0.00 0.0 237.0 1 5/8" Hybriflex 2 1.98 1.30 100 None Individual 0.00 N 1.00 1.00 0.00 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 SECTION FORCES 1.2D + 1.0W Normal Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 1.00 1.00 0.0 1.32 3.36 0.00 145 0 227 0 227 19 324 79.29 1.917 3.982 0.00 0.177 2.67 1.00 1.00 0.0 4.21 11.26 0.00 497 0 759 0 759 18 310 78.55 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1253 0 1803 0 1803 17 290 77.46 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.29 0.00 1810 0 1797 1356 3153 16 270 76.30 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2503 0 1994 3571 5565 15 250 75.08 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2526 0 1962 3590 5552 14 230 73.77 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2746 0 1928 5047 6975 13 210 72.37 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.28 31.45 0.00 3038 0 1935 5214 7149 12 190 70.86 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2597 0 1685 5106 6790 11 170 69.22 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 10.98 28.79 0.00 2850 0 1694 4988 6682 10 150 67.42 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.00 28.84 0.00 2850 0 1653 4858 6511 9 130 65.42 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.02 28.90 0.00 2850 0 1607 4714 6321 8 110 63.16 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.14 31.15 0.00 3179 0 1672 4551 6223 7 90 60.55 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.10 29.02 0.00 2969 0 1494 4363 5856 6 70 57.43 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.14 0.00 2969 0 1423 4138 5560 5 50 53.50 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 3032 0 1398 3855 5252 4 30 48.04 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 1191 3462 4653 3 19 43.64 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 323 0 135 314 449 2 12 41.58 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1762 0 589 1797 2387 1 3 41.58 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.61 12.14 0.00 1253 0 429 498 927 44,123 0 88,793 1.2D + 1.0W 60°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 0.80 1.00 0.0 1.19 3.03 0.00 145 0 205 0 205 19 324 79.29 1.917 3.982 0.00 0.177 2.67 0.80 1.00 0.0 3.83 10.24 0.00 497 0 690 0 690 18 310 78.55 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1253 0 1640 0 1640 17 290 77.46 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1810 0 1664 1356 3019 16 270 76.30 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2503 0 1835 3571 5406 15 250 75.08 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2526 0 1805 3590 5395 14 230 73.77 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2746 0 1774 5047 6821 13 210 72.37 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.33 29.03 0.00 3038 0 1786 5214 7000 12 190 70.86 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2597 0 1564 5106 6669 11 170 69.22 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.23 26.82 0.00 2850 0 1578 4988 6565 10 150 67.42 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.25 26.86 0.00 2850 0 1540 4858 6397 9 130 65.42 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.92 0.00 2850 0 1497 4714 6211 8 110 63.16 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.25 28.87 0.00 3179 0 1550 4551 6100 7 90 60.55 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.35 27.06 0.00 2969 0 1393 4363 5755 6 70 57.43 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.18 0.00 2969 0 1327 4138 5465 5 50 53.50 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 3032 0 1293 3855 5147 4 30 48.04 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 1111 3462 4573 3 19 43.64 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 323 0 123 314 438 2 12 41.58 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1762 0 554 1797 2352 1 3 41.58 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1253 0 374 498 872 44,123 0 86,720 1.2D + 1.0W 90°Gust Response Factor (Gh):0.85 150 mph wind with no ice Wind Importance Factor (Iw):1.00 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 0.85 1.00 0.0 1.22 3.11 0.00 145 0 210 0 210 19 324 79.29 1.917 3.982 0.00 0.177 2.67 0.85 1.00 0.0 3.92 10.49 0.00 497 0 707 0 707 18 310 78.55 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1253 0 1681 0 1681 17 290 77.46 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.77 0.00 1810 0 1697 1356 3053 16 270 76.30 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2503 0 1874 3571 5446 15 250 75.08 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2526 0 1844 3590 5434 14 230 73.77 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2746 0 1812 5047 6859 13 210 72.37 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.57 29.64 0.00 3038 0 1823 5214 7038 12 190 70.86 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2597 0 1594 5106 6700 11 170 69.22 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.42 27.31 0.00 2850 0 1607 4988 6594 10 150 67.42 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.44 27.36 0.00 2850 0 1568 4858 6426 9 130 65.42 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.41 0.00 2850 0 1524 4714 6238 8 110 63.16 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.48 29.44 0.00 3179 0 1580 4551 6131 7 90 60.55 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.54 27.55 0.00 2969 0 1418 4363 5780 6 70 57.43 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.58 27.67 0.00 2969 0 1351 4138 5489 5 50 53.50 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 3032 0 1319 3855 5174 4 30 48.04 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 1131 3462 4593 3 19 43.64 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 323 0 126 314 440 2 12 41.58 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1762 0 563 1797 2360 1 3 41.58 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1253 0 388 498 886 44,123 0 87,239 1.2D + 1.0W 120°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 1.00 1.00 0.0 1.32 3.36 0.00 145 0 227 0 227 19 324 79.29 1.917 3.982 0.00 0.177 2.67 1.00 1.00 0.0 4.21 11.26 0.00 497 0 759 0 759 18 310 78.55 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1253 0 1803 0 1803 17 290 77.46 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.29 0.00 1810 0 1797 1356 3153 16 270 76.30 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2503 0 1994 3571 5565 15 250 75.08 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2526 0 1962 3590 5552 14 230 73.77 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2746 0 1928 5047 6975 13 210 72.37 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.28 31.45 0.00 3038 0 1935 5214 7149 12 190 70.86 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2597 0 1685 5106 6790 11 170 69.22 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 10.98 28.79 0.00 2850 0 1694 4988 6682 10 150 67.42 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.00 28.84 0.00 2850 0 1653 4858 6511 9 130 65.42 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.02 28.90 0.00 2850 0 1607 4714 6321 8 110 63.16 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.14 31.15 0.00 3179 0 1672 4551 6223 7 90 60.55 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.10 29.02 0.00 2969 0 1494 4363 5856 6 70 57.43 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.14 0.00 2969 0 1423 4138 5560 5 50 53.50 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 3032 0 1398 3855 5252 4 30 48.04 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 1191 3462 4653 3 19 43.64 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 323 0 135 314 449 2 12 41.58 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1762 0 589 1797 2387 1 3 41.58 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1253 0 430 498 928 44,123 0 88,794 1.2D + 1.0W 180°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 0.80 1.00 0.0 1.19 3.03 0.00 145 0 205 0 205 19 324 79.29 1.917 3.982 0.00 0.177 2.67 0.80 1.00 0.0 3.83 10.24 0.00 497 0 690 0 690 18 310 78.55 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1253 0 1640 0 1640 17 290 77.46 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1810 0 1664 1356 3019 16 270 76.30 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2503 0 1835 3571 5406 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 15 250 75.08 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2526 0 1805 3590 5395 14 230 73.77 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2746 0 1774 5047 6821 13 210 72.37 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.33 29.03 0.00 3038 0 1786 5214 7000 12 190 70.86 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2597 0 1564 5106 6669 11 170 69.22 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.23 26.82 0.00 2850 0 1578 4988 6565 10 150 67.42 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.25 26.86 0.00 2850 0 1540 4858 6397 9 130 65.42 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.92 0.00 2850 0 1497 4714 6211 8 110 63.16 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.25 28.87 0.00 3179 0 1550 4551 6100 7 90 60.55 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.35 27.06 0.00 2969 0 1393 4363 5755 6 70 57.43 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.18 0.00 2969 0 1327 4138 5465 5 50 53.50 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 3032 0 1293 3855 5147 4 30 48.04 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 1111 3462 4573 3 19 43.64 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 323 0 123 314 438 2 12 41.58 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1762 0 554 1797 2352 1 3 41.58 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1253 0 374 498 872 44,123 0 86,720 1.2D + 1.0W 210°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 0.85 1.00 0.0 1.22 3.11 0.00 145 0 210 0 210 19 324 79.29 1.917 3.982 0.00 0.177 2.67 0.85 1.00 0.0 3.92 10.49 0.00 497 0 707 0 707 18 310 78.55 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1253 0 1681 0 1681 17 290 77.46 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.77 0.00 1810 0 1697 1356 3053 16 270 76.30 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2503 0 1874 3571 5446 15 250 75.08 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2526 0 1844 3590 5434 14 230 73.77 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2746 0 1812 5047 6859 13 210 72.37 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.57 29.64 0.00 3038 0 1823 5214 7038 12 190 70.86 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2597 0 1594 5106 6700 11 170 69.22 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.42 27.31 0.00 2850 0 1607 4988 6594 10 150 67.42 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.44 27.36 0.00 2850 0 1568 4858 6426 9 130 65.42 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.41 0.00 2850 0 1524 4714 6238 8 110 63.16 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.48 29.44 0.00 3179 0 1580 4551 6131 7 90 60.55 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.54 27.55 0.00 2969 0 1418 4363 5780 6 70 57.43 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.58 27.67 0.00 2969 0 1351 4138 5489 5 50 53.50 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 3032 0 1319 3855 5174 4 30 48.04 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 1131 3462 4593 3 19 43.64 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 323 0 126 314 440 2 12 41.58 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1762 0 563 1797 2360 1 3 41.58 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1253 0 388 498 886 44,123 0 87,239 1.2D + 1.0W 240°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 1.00 1.00 0.0 1.32 3.36 0.00 145 0 227 0 227 19 324 79.29 1.917 3.982 0.00 0.177 2.67 1.00 1.00 0.0 4.21 11.26 0.00 497 0 759 0 759 18 310 78.55 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1253 0 1803 0 1803 17 290 77.46 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.29 0.00 1810 0 1797 1356 3153 16 270 76.30 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2503 0 1994 3571 5565 15 250 75.08 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2526 0 1962 3590 5552 14 230 73.77 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2746 0 1928 5047 6975 13 210 72.37 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.28 31.45 0.00 3038 0 1935 5214 7149 12 190 70.86 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2597 0 1685 5106 6790 11 170 69.22 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 10.98 28.79 0.00 2850 0 1694 4988 6682 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 10 150 67.42 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.00 28.84 0.00 2850 0 1653 4858 6511 9 130 65.42 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.02 28.90 0.00 2850 0 1607 4714 6321 8 110 63.16 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.14 31.15 0.00 3179 0 1672 4551 6223 7 90 60.55 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.10 29.02 0.00 2969 0 1494 4363 5856 6 70 57.43 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.14 0.00 2969 0 1423 4138 5560 5 50 53.50 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 3032 0 1398 3855 5252 4 30 48.04 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 1191 3462 4653 3 19 43.64 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 323 0 135 314 449 2 12 41.58 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1762 0 589 1797 2387 1 3 41.58 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1253 0 430 498 928 44,123 0 88,794 1.2D + 1.0W 300°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 0.80 1.00 0.0 1.19 3.03 0.00 145 0 205 0 205 19 324 79.29 1.917 3.982 0.00 0.177 2.67 0.80 1.00 0.0 3.83 10.24 0.00 497 0 690 0 690 18 310 78.55 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1253 0 1640 0 1640 17 290 77.46 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1810 0 1664 1356 3019 16 270 76.30 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2503 0 1835 3571 5406 15 250 75.08 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2526 0 1805 3590 5395 14 230 73.77 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2746 0 1774 5047 6821 13 210 72.37 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.33 29.03 0.00 3038 0 1786 5214 7000 12 190 70.86 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2597 0 1564 5106 6669 11 170 69.22 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.23 26.82 0.00 2850 0 1578 4988 6565 10 150 67.42 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.25 26.86 0.00 2850 0 1540 4858 6397 9 130 65.42 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.92 0.00 2850 0 1497 4714 6211 8 110 63.16 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.25 28.87 0.00 3179 0 1550 4551 6100 7 90 60.55 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.35 27.06 0.00 2969 0 1393 4363 5755 6 70 57.43 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.18 0.00 2969 0 1327 4138 5465 5 50 53.50 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 3032 0 1293 3855 5147 4 30 48.04 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 1111 3462 4573 3 19 43.64 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 323 0 123 314 438 2 12 41.58 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1762 0 554 1797 2352 1 3 41.58 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1253 0 374 498 872 44,123 0 86,720 1.2D + 1.0W 330°Gust Response Factor (Gh):0.85 150 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) 20 329 79.54 0.639 1.159 0.00 0.216 2.54 0.85 1.00 0.0 1.22 3.11 0.00 145 0 210 0 210 19 324 79.29 1.917 3.982 0.00 0.177 2.67 0.85 1.00 0.0 3.92 10.49 0.00 497 0 707 0 707 18 310 78.55 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1253 0 1681 0 1681 17 290 77.46 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.77 0.00 1810 0 1697 1356 3053 16 270 76.30 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2503 0 1874 3571 5446 15 250 75.08 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2526 0 1844 3590 5434 14 230 73.77 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2746 0 1812 5047 6859 13 210 72.37 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.57 29.64 0.00 3038 0 1823 5214 7038 12 190 70.86 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2597 0 1594 5106 6700 11 170 69.22 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.42 27.31 0.00 2850 0 1607 4988 6594 10 150 67.42 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.44 27.36 0.00 2850 0 1568 4858 6426 9 130 65.42 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.41 0.00 2850 0 1524 4714 6238 8 110 63.16 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.48 29.44 0.00 3179 0 1580 4551 6131 7 90 60.55 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.54 27.55 0.00 2969 0 1418 4363 5780 6 70 57.43 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.58 27.67 0.00 2969 0 1351 4138 5489 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 5 50 53.50 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 3032 0 1319 3855 5174 4 30 48.04 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 1131 3462 4593 3 19 43.64 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 323 0 126 314 440 2 12 41.58 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1762 0 563 1797 2360 1 3 41.58 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1253 0 388 498 886 44,123 0 87,239 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 1.00 1.00 0.0 1.32 3.38 0.00 145 0 9 0 9 19 324 3.17 1.917 3.792 0.00 0.171 2.69 1.00 1.00 0.0 4.21 11.34 0.00 497 0 31 0 31 18 310 3.14 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1253 0 72 0 72 17 290 3.10 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.30 0.00 1810 0 72 70 142 16 270 3.05 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2503 0 80 182 262 15 250 3.00 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2526 0 78 183 262 14 230 2.95 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2746 0 77 247 324 13 210 2.89 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.34 31.63 0.00 3038 0 78 253 331 12 190 2.83 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2597 0 67 252 319 11 170 2.77 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 68 245 313 10 150 2.70 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 66 238 305 9 130 2.62 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 64 231 296 8 110 2.53 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.23 31.38 0.00 3179 0 67 221 288 7 90 2.42 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 60 214 274 6 70 2.30 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 57 203 260 5 50 2.14 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 3032 0 56 188 244 4 30 1.92 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 48 170 217 3 19 1.75 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1762 0 24 88 112 1 3 1.66 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1253 0 17 20 37 44,123 0 4,116 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 0.80 1.00 0.0 1.19 3.05 0.00 145 0 8 0 8 19 324 3.17 1.917 3.792 0.00 0.171 2.69 0.80 1.00 0.0 3.82 10.30 0.00 497 0 28 0 28 18 310 3.14 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1253 0 66 0 66 17 290 3.10 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1810 0 67 70 137 16 270 3.05 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2503 0 73 182 255 15 250 3.00 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2526 0 72 183 255 14 230 2.95 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2746 0 71 247 318 13 210 2.89 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.40 29.21 0.00 3038 0 72 253 325 12 190 2.83 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2597 0 63 252 314 11 170 2.77 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 63 245 308 10 150 2.70 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 62 238 300 9 130 2.62 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 60 231 291 8 110 2.53 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.34 29.09 0.00 3179 0 62 221 283 7 90 2.42 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 56 214 270 6 70 2.30 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 53 203 256 5 50 2.14 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 3032 0 52 188 240 4 30 1.92 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 44 170 214 3 19 1.75 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1762 0 22 88 111 1 3 1.66 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1253 0 15 20 35 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 44,123 0 4,033 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 0.85 1.00 0.0 1.22 3.13 0.00 145 0 8 0 8 19 324 3.17 1.917 3.792 0.00 0.171 2.69 0.85 1.00 0.0 3.92 10.56 0.00 497 0 28 0 28 18 310 3.14 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1253 0 67 0 67 17 290 3.10 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.78 0.00 1810 0 68 70 138 16 270 3.05 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2503 0 75 182 257 15 250 3.00 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2526 0 74 183 257 14 230 2.95 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2746 0 72 247 320 13 210 2.89 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.64 29.82 0.00 3038 0 73 253 326 12 190 2.83 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2597 0 64 252 316 11 170 2.77 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 65 245 309 10 150 2.70 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 63 238 301 9 130 2.62 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 61 231 292 8 110 2.53 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.56 29.66 0.00 3179 0 64 221 285 7 90 2.42 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 57 214 271 6 70 2.30 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 54 203 257 5 50 2.14 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 3032 0 53 188 241 4 30 1.92 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 45 170 215 3 19 1.75 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1762 0 23 88 111 1 3 1.66 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1253 0 16 20 35 44,123 0 4,054 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 1.00 1.00 0.0 1.32 3.38 0.00 145 0 9 0 9 19 324 3.17 1.917 3.792 0.00 0.171 2.69 1.00 1.00 0.0 4.21 11.34 0.00 497 0 31 0 31 18 310 3.14 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1253 0 72 0 72 17 290 3.10 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.30 0.00 1810 0 72 70 142 16 270 3.05 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2503 0 80 182 262 15 250 3.00 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2526 0 78 183 262 14 230 2.95 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2746 0 77 247 324 13 210 2.89 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.34 31.63 0.00 3038 0 78 253 331 12 190 2.83 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2597 0 67 252 319 11 170 2.77 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 68 245 313 10 150 2.70 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 66 238 305 9 130 2.62 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 64 231 296 8 110 2.53 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.23 31.38 0.00 3179 0 67 221 288 7 90 2.42 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 60 214 274 6 70 2.30 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 57 203 260 5 50 2.14 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 3032 0 56 188 244 4 30 1.92 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 48 170 217 3 19 1.75 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1762 0 24 88 112 1 3 1.66 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1253 0 17 20 37 44,123 0 4,116 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 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 0.80 1.00 0.0 1.19 3.05 0.00 145 0 8 0 8 19 324 3.17 1.917 3.792 0.00 0.171 2.69 0.80 1.00 0.0 3.82 10.30 0.00 497 0 28 0 28 18 310 3.14 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1253 0 66 0 66 17 290 3.10 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1810 0 67 70 137 16 270 3.05 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2503 0 73 182 255 15 250 3.00 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2526 0 72 183 255 14 230 2.95 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2746 0 71 247 318 13 210 2.89 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.40 29.21 0.00 3038 0 72 253 325 12 190 2.83 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2597 0 63 252 314 11 170 2.77 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 63 245 308 10 150 2.70 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 62 238 300 9 130 2.62 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 60 231 291 8 110 2.53 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.34 29.09 0.00 3179 0 62 221 283 7 90 2.42 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 56 214 270 6 70 2.30 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 53 203 256 5 50 2.14 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 3032 0 52 188 240 4 30 1.92 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 44 170 214 3 19 1.75 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1762 0 22 88 111 1 3 1.66 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1253 0 15 20 35 44,123 0 4,033 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 0.85 1.00 0.0 1.22 3.13 0.00 145 0 8 0 8 19 324 3.17 1.917 3.792 0.00 0.171 2.69 0.85 1.00 0.0 3.92 10.56 0.00 497 0 28 0 28 18 310 3.14 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1253 0 67 0 67 17 290 3.10 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.78 0.00 1810 0 68 70 138 16 270 3.05 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2503 0 75 182 257 15 250 3.00 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2526 0 74 183 257 14 230 2.95 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2746 0 72 247 320 13 210 2.89 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.64 29.82 0.00 3038 0 73 253 326 12 190 2.83 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2597 0 64 252 316 11 170 2.77 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 65 245 309 10 150 2.70 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 63 238 301 9 130 2.62 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 61 231 292 8 110 2.53 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.56 29.66 0.00 3179 0 64 221 285 7 90 2.42 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 57 214 271 6 70 2.30 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 54 203 257 5 50 2.14 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 3032 0 53 188 241 4 30 1.92 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 45 170 215 3 19 1.75 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1762 0 23 88 111 1 3 1.66 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1253 0 16 20 35 44,123 0 4,054 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 1.00 1.00 0.0 1.32 3.38 0.00 145 0 9 0 9 19 324 3.17 1.917 3.792 0.00 0.171 2.69 1.00 1.00 0.0 4.21 11.34 0.00 497 0 31 0 31 18 310 3.14 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1253 0 72 0 72 17 290 3.10 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.30 0.00 1810 0 72 70 142 16 270 3.05 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2503 0 80 182 262 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 15 250 3.00 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2526 0 78 183 262 14 230 2.95 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2746 0 77 247 324 13 210 2.89 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.34 31.63 0.00 3038 0 78 253 331 12 190 2.83 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2597 0 67 252 319 11 170 2.77 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 68 245 313 10 150 2.70 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 66 238 305 9 130 2.62 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2850 0 64 231 296 8 110 2.53 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.23 31.38 0.00 3179 0 67 221 288 7 90 2.42 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 60 214 274 6 70 2.30 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 57 203 260 5 50 2.14 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 3032 0 56 188 244 4 30 1.92 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2969 0 48 170 217 3 19 1.75 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1762 0 24 88 112 1 3 1.66 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1253 0 17 20 37 44,123 0 4,116 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 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 0.80 1.00 0.0 1.19 3.05 0.00 145 0 8 0 8 19 324 3.17 1.917 3.792 0.00 0.171 2.69 0.80 1.00 0.0 3.82 10.30 0.00 497 0 28 0 28 18 310 3.14 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1253 0 66 0 66 17 290 3.10 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1810 0 67 70 137 16 270 3.05 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2503 0 73 182 255 15 250 3.00 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2526 0 72 183 255 14 230 2.95 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2746 0 71 247 318 13 210 2.89 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.40 29.21 0.00 3038 0 72 253 325 12 190 2.83 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2597 0 63 252 314 11 170 2.77 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 63 245 308 10 150 2.70 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 62 238 300 9 130 2.62 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2850 0 60 231 291 8 110 2.53 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.34 29.09 0.00 3179 0 62 221 283 7 90 2.42 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 56 214 270 6 70 2.30 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 53 203 256 5 50 2.14 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 3032 0 52 188 240 4 30 1.92 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2969 0 44 170 214 3 19 1.75 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1762 0 22 88 111 1 3 1.66 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1253 0 15 20 35 44,123 0 4,033 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) 20 329 3.18 0.639 1.104 0.00 0.209 2.57 0.85 1.00 0.0 1.22 3.13 0.00 145 0 8 0 8 19 324 3.17 1.917 3.792 0.00 0.171 2.69 0.85 1.00 0.0 3.92 10.56 0.00 497 0 28 0 28 18 310 3.14 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1253 0 67 0 67 17 290 3.10 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.78 0.00 1810 0 68 70 138 16 270 3.05 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2503 0 75 182 257 15 250 3.00 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2526 0 74 183 257 14 230 2.95 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2746 0 72 247 320 13 210 2.89 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.64 29.82 0.00 3038 0 73 253 326 12 190 2.83 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2597 0 64 252 316 11 170 2.77 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 65 245 309 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 10 150 2.70 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 63 238 301 9 130 2.62 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2850 0 61 231 292 8 110 2.53 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.56 29.66 0.00 3179 0 64 221 285 7 90 2.42 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 57 214 271 6 70 2.30 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 54 203 257 5 50 2.14 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 3032 0 53 188 241 4 30 1.92 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2969 0 45 170 215 3 19 1.75 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 323 0 5 15 20 2 12 1.66 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1762 0 23 88 111 1 3 1.66 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1253 0 16 20 35 44,123 0 4,054 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 1.00 1.00 0.0 1.32 3.36 0.00 121 0 36 0 36 19 324 12.69 1.917 3.982 0.00 0.177 2.67 1.00 1.00 0.0 4.21 11.26 0.00 414 0 121 0 121 18 310 12.57 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1044 0 289 0 289 17 290 12.39 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.30 0.00 1508 0 288 217 504 16 270 12.21 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2086 0 319 571 890 15 250 12.01 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2105 0 314 574 888 14 230 11.80 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2289 0 308 808 1116 13 210 11.58 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.34 31.63 0.00 2532 0 311 834 1146 12 190 11.34 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2165 0 270 817 1086 11 170 11.08 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 272 798 1070 10 150 10.79 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 265 777 1042 9 130 10.47 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 257 754 1011 8 110 10.11 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.23 31.38 0.00 2649 0 270 728 998 7 90 9.69 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 240 698 938 6 70 9.19 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 228 662 890 5 50 8.56 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 2527 0 224 617 840 4 30 7.69 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 191 554 744 3 19 6.98 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 269 0 22 50 72 2 12 6.65 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1468 0 94 288 382 1 3 6.65 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1044 0 69 80 149 36,769 0 14,214 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 0.80 1.00 0.0 1.19 3.03 0.00 121 0 33 0 33 19 324 12.69 1.917 3.982 0.00 0.177 2.67 0.80 1.00 0.0 3.83 10.24 0.00 414 0 110 0 110 18 310 12.57 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1044 0 262 0 262 17 290 12.39 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1508 0 266 217 483 16 270 12.21 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2086 0 294 571 865 15 250 12.01 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2105 0 289 574 863 14 230 11.80 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2289 0 284 808 1091 13 210 11.58 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.40 29.21 0.00 2532 0 288 834 1122 12 190 11.34 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2165 0 250 817 1067 11 170 11.08 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 253 798 1051 10 150 10.79 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 247 777 1024 9 130 10.47 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 240 754 994 8 110 10.11 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.34 29.09 0.00 2649 0 250 728 978 7 90 9.69 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 224 698 922 6 70 9.19 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 212 662 874 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 5 50 8.56 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 2527 0 207 617 824 4 30 7.69 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 178 554 732 3 19 6.98 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 269 0 20 50 70 2 12 6.65 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1468 0 89 288 376 1 3 6.65 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1044 0 60 80 140 36,769 0 13,882 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 0.85 1.00 0.0 1.22 3.11 0.00 121 0 34 0 34 19 324 12.69 1.917 3.982 0.00 0.177 2.67 0.85 1.00 0.0 3.92 10.49 0.00 414 0 113 0 113 18 310 12.57 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1044 0 269 0 269 17 290 12.39 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.78 0.00 1508 0 272 217 488 16 270 12.21 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2086 0 300 571 871 15 250 12.01 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2105 0 295 574 869 14 230 11.80 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2289 0 290 808 1097 13 210 11.58 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.64 29.82 0.00 2532 0 293 834 1128 12 190 11.34 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2165 0 255 817 1072 11 170 11.08 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 258 798 1056 10 150 10.79 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 251 777 1029 9 130 10.47 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 244 754 998 8 110 10.11 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.56 29.66 0.00 2649 0 255 728 983 7 90 9.69 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 228 698 926 6 70 9.19 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 216 662 878 5 50 8.56 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 2527 0 211 617 828 4 30 7.69 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 181 554 735 3 19 6.98 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 269 0 20 50 70 2 12 6.65 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1468 0 90 288 378 1 3 6.65 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1044 0 62 80 142 36,769 0 13,965 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 1.00 1.00 0.0 1.32 3.36 0.00 121 0 36 0 36 19 324 12.69 1.917 3.982 0.00 0.177 2.67 1.00 1.00 0.0 4.21 11.26 0.00 414 0 121 0 121 18 310 12.57 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1044 0 289 0 289 17 290 12.39 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.30 0.00 1508 0 288 217 504 16 270 12.21 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2086 0 319 571 890 15 250 12.01 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2105 0 314 574 888 14 230 11.80 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2289 0 308 808 1116 13 210 11.58 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.34 31.63 0.00 2532 0 311 834 1146 12 190 11.34 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2165 0 270 817 1086 11 170 11.08 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 272 798 1070 10 150 10.79 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 265 777 1042 9 130 10.47 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 257 754 1011 8 110 10.11 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.23 31.38 0.00 2649 0 270 728 998 7 90 9.69 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 240 698 938 6 70 9.19 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 228 662 890 5 50 8.56 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 2527 0 224 617 840 4 30 7.69 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 191 554 744 3 19 6.98 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 269 0 22 50 72 2 12 6.65 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1468 0 94 288 382 1 3 6.65 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1044 0 69 80 149 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 36,769 0 14,214 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 0.80 1.00 0.0 1.19 3.03 0.00 121 0 33 0 33 19 324 12.69 1.917 3.982 0.00 0.177 2.67 0.80 1.00 0.0 3.83 10.24 0.00 414 0 110 0 110 18 310 12.57 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1044 0 262 0 262 17 290 12.39 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1508 0 266 217 483 16 270 12.21 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2086 0 294 571 865 15 250 12.01 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2105 0 289 574 863 14 230 11.80 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2289 0 284 808 1091 13 210 11.58 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.40 29.21 0.00 2532 0 288 834 1122 12 190 11.34 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2165 0 250 817 1067 11 170 11.08 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 253 798 1051 10 150 10.79 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 247 777 1024 9 130 10.47 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 240 754 994 8 110 10.11 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.34 29.09 0.00 2649 0 250 728 978 7 90 9.69 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 224 698 922 6 70 9.19 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 212 662 874 5 50 8.56 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 2527 0 207 617 824 4 30 7.69 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 178 554 732 3 19 6.98 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 269 0 20 50 70 2 12 6.65 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1468 0 89 288 376 1 3 6.65 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1044 0 60 80 140 36,769 0 13,882 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 0.85 1.00 0.0 1.22 3.11 0.00 121 0 34 0 34 19 324 12.69 1.917 3.982 0.00 0.177 2.67 0.85 1.00 0.0 3.92 10.49 0.00 414 0 113 0 113 18 310 12.57 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1044 0 269 0 269 17 290 12.39 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.78 0.00 1508 0 272 217 488 16 270 12.21 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2086 0 300 571 871 15 250 12.01 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2105 0 295 574 869 14 230 11.80 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2289 0 290 808 1097 13 210 11.58 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.64 29.82 0.00 2532 0 293 834 1128 12 190 11.34 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2165 0 255 817 1072 11 170 11.08 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 258 798 1056 10 150 10.79 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 251 777 1029 9 130 10.47 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 244 754 998 8 110 10.11 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.56 29.66 0.00 2649 0 255 728 983 7 90 9.69 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 228 698 926 6 70 9.19 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 216 662 878 5 50 8.56 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 2527 0 211 617 828 4 30 7.69 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 181 554 735 3 19 6.98 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 269 0 20 50 70 2 12 6.65 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1468 0 90 288 378 1 3 6.65 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1044 0 62 80 142 36,769 0 13,965 1.0D + 1.0W Service 240°Gust Response Factor (Gh):0.85 60 mph Wind with No Ice Wind Importance Factor (Iw):1.00 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 1.00 1.00 0.0 1.32 3.36 0.00 121 0 36 0 36 19 324 12.69 1.917 3.982 0.00 0.177 2.67 1.00 1.00 0.0 4.21 11.26 0.00 414 0 121 0 121 18 310 12.57 4.528 9.490 0.00 0.168 2.71 1.00 1.00 0.0 9.98 27.01 0.00 1044 0 289 0 289 17 290 12.39 3.792 11.134 0.00 0.177 2.67 1.00 1.00 0.0 10.21 27.30 0.00 1508 0 288 217 504 16 270 12.21 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2086 0 319 571 890 15 250 12.01 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2105 0 314 574 888 14 230 11.80 4.740 12.255 0.00 0.202 2.59 1.00 1.00 0.0 11.87 30.74 0.00 2289 0 308 808 1116 13 210 11.58 4.714 13.073 0.00 0.210 2.56 1.00 1.00 0.0 12.34 31.63 0.00 2532 0 311 834 1146 12 190 11.34 3.792 11.695 0.00 0.184 2.65 1.00 1.00 0.0 10.55 27.97 0.00 2165 0 270 817 1086 11 170 11.08 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 272 798 1070 10 150 10.79 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 265 777 1042 9 130 10.47 3.771 12.515 0.00 0.192 2.62 1.00 1.00 0.0 11.03 28.90 0.00 2375 0 257 754 1011 8 110 10.11 4.458 13.335 0.00 0.209 2.57 1.00 1.00 0.0 12.23 31.38 0.00 2649 0 270 728 998 7 90 9.69 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 240 698 938 6 70 9.19 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 228 662 890 5 50 8.56 4.458 12.780 0.00 0.203 2.59 1.00 1.00 0.0 11.88 30.73 0.00 2527 0 224 617 840 4 30 7.69 3.750 12.780 0.00 0.194 2.61 1.00 1.00 0.0 11.15 29.16 0.00 2474 0 191 554 744 3 19 6.98 0.625 1.429 0.00 0.242 2.46 1.00 1.00 0.0 1.47 3.63 0.00 269 0 22 50 72 2 12 6.65 1.875 7.690 0.00 0.188 2.64 1.00 1.00 0.0 6.32 16.68 0.00 1468 0 94 288 382 1 3 6.65 4.319 3.215 0.00 0.558 1.84 1.00 1.00 0.0 6.63 12.17 0.00 1044 0 69 80 149 36,769 0 14,214 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 0.80 1.00 0.0 1.19 3.03 0.00 121 0 33 0 33 19 324 12.69 1.917 3.982 0.00 0.177 2.67 0.80 1.00 0.0 3.83 10.24 0.00 414 0 110 0 110 18 310 12.57 4.528 9.490 0.00 0.168 2.71 0.80 1.00 0.0 9.08 24.56 0.00 1044 0 262 0 262 17 290 12.39 3.792 11.134 0.00 0.177 2.67 0.80 1.00 0.0 9.45 25.27 0.00 1508 0 266 217 483 16 270 12.21 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2086 0 294 571 865 15 250 12.01 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2105 0 289 574 863 14 230 11.80 4.740 12.255 0.00 0.202 2.59 0.80 1.00 0.0 10.92 28.29 0.00 2289 0 284 808 1091 13 210 11.58 4.714 13.073 0.00 0.210 2.56 0.80 1.00 0.0 11.40 29.21 0.00 2532 0 288 834 1122 12 190 11.34 3.792 11.695 0.00 0.184 2.65 0.80 1.00 0.0 9.80 25.96 0.00 2165 0 250 817 1067 11 170 11.08 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 253 798 1051 10 150 10.79 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 247 777 1024 9 130 10.47 3.771 12.515 0.00 0.192 2.62 0.80 1.00 0.0 10.27 26.93 0.00 2375 0 240 754 994 8 110 10.11 4.458 13.335 0.00 0.209 2.57 0.80 1.00 0.0 11.34 29.09 0.00 2649 0 250 728 978 7 90 9.69 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 224 698 922 6 70 9.19 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 212 662 874 5 50 8.56 4.458 12.780 0.00 0.203 2.59 0.80 1.00 0.0 10.99 28.43 0.00 2527 0 207 617 824 4 30 7.69 3.750 12.780 0.00 0.194 2.61 0.80 1.00 0.0 10.40 27.20 0.00 2474 0 178 554 732 3 19 6.98 0.625 1.429 0.00 0.242 2.46 0.80 1.00 0.0 1.35 3.32 0.00 269 0 20 50 70 2 12 6.65 1.875 7.690 0.00 0.188 2.64 0.80 1.00 0.0 5.95 15.69 0.00 1468 0 89 288 376 1 3 6.65 4.319 3.215 0.00 0.558 1.84 0.80 1.00 0.0 5.76 10.58 0.00 1044 0 60 80 140 36,769 0 13,882 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) 20 329 12.73 0.639 1.159 0.00 0.216 2.54 0.85 1.00 0.0 1.22 3.11 0.00 121 0 34 0 34 19 324 12.69 1.917 3.982 0.00 0.177 2.67 0.85 1.00 0.0 3.92 10.49 0.00 414 0 113 0 113 18 310 12.57 4.528 9.490 0.00 0.168 2.71 0.85 1.00 0.0 9.30 25.17 0.00 1044 0 269 0 269 17 290 12.39 3.792 11.134 0.00 0.177 2.67 0.85 1.00 0.0 9.64 25.78 0.00 1508 0 272 217 488 16 270 12.21 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2086 0 300 571 871 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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) 15 250 12.01 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2105 0 295 574 869 14 230 11.80 4.740 12.255 0.00 0.202 2.59 0.85 1.00 0.0 11.16 28.90 0.00 2289 0 290 808 1097 13 210 11.58 4.714 13.073 0.00 0.210 2.56 0.85 1.00 0.0 11.64 29.82 0.00 2532 0 293 834 1128 12 190 11.34 3.792 11.695 0.00 0.184 2.65 0.85 1.00 0.0 9.99 26.46 0.00 2165 0 255 817 1072 11 170 11.08 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 258 798 1056 10 150 10.79 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 251 777 1029 9 130 10.47 3.771 12.515 0.00 0.192 2.62 0.85 1.00 0.0 10.46 27.42 0.00 2375 0 244 754 998 8 110 10.11 4.458 13.335 0.00 0.209 2.57 0.85 1.00 0.0 11.56 29.66 0.00 2649 0 255 728 983 7 90 9.69 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 228 698 926 6 70 9.19 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 216 662 878 5 50 8.56 4.458 12.780 0.00 0.203 2.59 0.85 1.00 0.0 11.21 29.00 0.00 2527 0 211 617 828 4 30 7.69 3.750 12.780 0.00 0.194 2.61 0.85 1.00 0.0 10.59 27.69 0.00 2474 0 181 554 735 3 19 6.98 0.625 1.429 0.00 0.242 2.46 0.85 1.00 0.0 1.38 3.40 0.00 269 0 20 50 70 2 12 6.65 1.875 7.690 0.00 0.188 2.64 0.85 1.00 0.0 6.04 15.93 0.00 1468 0 90 288 378 1 3 6.65 4.319 3.215 0.00 0.558 1.84 0.85 1.00 0.0 5.98 10.98 0.00 1044 0 62 80 142 36,769 0 13,965 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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):0.56 Redundancy Factor (p):1.30 Seismic Force Distribution Exponent (k):1.03 Total Unfactored Dead Load:46.21 k Seismic Base Shear (E):1.80 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) 20 329.00 121 46,901 0.005 9 146 19 324.00 414 158,330 0.017 31 502 18 310.00 1,044 381,535 0.041 74 1,265 17 290.00 1,508 514,472 0.056 100 1,826 16 270.00 2,086 661,103 0.072 129 2,526 15 250.00 2,105 616,349 0.067 120 2,549 14 230.00 2,289 615,027 0.067 120 2,771 13 210.00 2,532 619,524 0.067 121 3,065 12 190.00 2,165 477,892 0.052 93 2,621 11 170.00 2,375 467,675 0.051 91 2,876 10 150.00 2,375 411,179 0.044 80 2,876 9 130.00 2,375 354,899 0.038 69 2,876 8 110.00 2,649 333,312 0.036 65 3,207 7 90.00 2,474 253,304 0.027 49 2,996 6 70.00 2,474 195,602 0.021 38 2,996 5 50.00 2,527 141,307 0.015 28 3,060 4 30.00 2,474 81,822 0.009 16 2,996 3 19.00 269 5,560 0.001 1 326 2 12.00 1,468 18,920 0.002 4 1,778 1 3.00 1,044 3,232 0.000 1 1,264 Raycap DC6-48-60-18-8F ("Squid") 294.90 32 11,035 0.001 2 39 Andrew CBC78-DF 288.20 40 13,421 0.002 3 48 Commscope E15Z01P19 288.00 66 22,352 0.002 4 80 Ericsson Radio 8843 - B2 + B66A 288.00 216 73,050 0.008 14 261 Ericsson RRUS 4449 B5, B12 288.00 213 72,135 0.008 14 258 Ericsson RRUS 32 B30 (60 lbs) 288.00 180 60,959 0.007 12 218 Raycap DC9-48-60-24-8C-EV 288.00 32 10,837 0.001 2 39 Kathrein Scala 800 10865 288.00 198 67,157 0.007 13 240 Commscope SBNHH-1D85C 288.00 397 134,415 0.014 26 481 Round Sector Frame 288.00 900 304,797 0.033 59 1,090 Ericsson Radio 4460 B25+B66 275.00 327 105,604 0.011 21 396 Ericsson Radio 4480 B71+B85A 275.00 252 81,383 0.009 16 305 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 Ericsson Air6449 B41 275.00 312 100,760 0.011 20 378 Flat Light Sector Frame 275.00 1,200 387,539 0.042 76 1,453 Commscope FFVV-65C-R3-V1 275.00 374 120,718 0.013 24 453 8' Torqe Arm 268.00 400 125,799 0.014 25 484 Flat Light Sector Frames 262.00 1,200 368,707 0.040 72 1,453 Flat Light Sector Frame 239.00 1,200 335,457 0.036 65 1,453 Ericsson Radio 4449 - B13&B5 237.00 210 58,200 0.006 11 254 Ericsson 8843 Rev 2 237.00 225 62,357 0.007 12 272 Ericsson AIR 6449 B77D/ C-Band 237.00 245 67,844 0.007 13 296 Raycap RCMDC-6627-PF-48 237.00 64 17,737 0.002 3 77 Scala AP22-1850/033D 237.00 97 26,938 0.003 5 118 Commscope NHH-65B-R2B 237.00 262 72,666 0.008 14 317 8' Torqe Arm 216.00 400 100,766 0.011 20 484 8' Torqe Arm 168.00 400 77,812 0.008 15 484 PCTEL GPS-TMG-40N 8.00 1 10 0.000 0 1 Totals 46,212 9,238,399 1.000 1,802 55,957 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 FORCE/STRESS SUMMARY Section 1 – Bolt Elevation 0.0 (ft) and Height 6.00 (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 SOL - 3" SOLID -117.71 1.2D + 1.0W 60°3.081 100 100 100 49.29 50.0 266.33 0.00 0.00 0 0 44 Member X D PL - PL 4 x 0.75"-13.52 1.2D + 1.0W N 4.103 50 50 50 113.72 50.0 66.40 0.00 0.00 0 0 20 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 SAE - 4X4X0.375 30.73 1.2D + 1.0W N 36.0 58 92.66 0.00 0.00 0.00 0 0 33 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 2 – Bolt Elevation 6.0 (ft) and Height 12.00 (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 SOL - 3" SOLID -122.71 1.2D + 1.0W 60°4 100 100 100 64.00 50.0 235.78 0.00 0.00 0 0 52 Member X H SAE - 2X2X0.1875 -2.74 1.2D + 1.0W N 4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 13 Member Z D SOL - 5/8" SOLID -0.02 1.2D + 1.0W N 5.657 50 50 50 195.82 50.0 1.81 0.00 0.00 0 0 0 Member X 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 - 2X2X0.1875 1.83 1.2D + 1.0W 60°36.0 58 23.17 0.00 0.00 0.00 0 0 7 Member D SOL - 5/8" SOLID 4.28 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 31 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 3 – Bolt Elevation 18.0 (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 SOL - 3" SOLID -122.84 1.2D + 1.0W 60°1.75 100 100 100 28.00 50.0 300.38 0.00 0.00 0 0 40 Member X D SOL - 5/8" SOLID -1.92 1.2D + 1.0W N 4.366 50 50 50 151.13 50.0 3.03 0.00 0.00 0 0 0 Member X 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 - 2X2X0.1875 0.73 1.2D + 1.0W N 36.0 58 23.17 0.00 0.00 0.00 0 0 3 Member D SOL - 5/8" SOLID 0.64 1.2D + 1.0W N 50.0 65 13.81 0.00 0.00 0.00 0 0 4 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 4 – Bolt Elevation 20.0 (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 SOL - 3" SOLID -125.12 1.2D + 1.0W 60°3.9 100 100 100 62.40 50.0 239.29 0.00 0.00 0 0 52 Member X H SAE - 2X2X0.1875 -1.40 1.2D + 1.0W 90°4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 6 Member Z D SOL - 5/8" SOLID -0.21 1.2D + 1.0W N 5.587 50 50 50 193.38 50.0 1.85 0.00 0.00 0 0 0 Member X ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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 H SAE - 2X2X0.1875 1.92 1.2D + 1.0W 60°36.0 58 23.17 0.00 0.00 0.00 0 0 8 Member D SOL - 5/8" SOLID 2.45 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 17 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type 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 SOL - 3" SOLID -118.51 1.2D + 1.0W 60°3.9 100 100 100 62.40 50.0 239.29 0.00 0.00 0 0 49 Member X H SAE - 2X2X0.1875 -4.82 1.2D + 1.0W 90°4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 23 Member Z D SOL - 5/8" SOLID -0.19 1.2D + 1.0W N 5.587 50 50 50 193.38 50.0 1.85 0.00 0.00 0 0 0 Member X 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 - 2X2X0.1875 2.33 1.2D + 1.0W 60°36.0 58 23.17 0.00 0.00 0.00 0 0 10 Member D SOL - 5/8" SOLID 7.27 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 52 Member 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 SOL - 3" SOLID -127.46 1.2D + 1.0W 60°3.9 100 100 100 62.40 50.0 239.29 0.00 0.00 0 0 53 Member X H SAE - 2X2X0.1875 -3.04 1.2D + 1.0W 90°4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 14 Member Z D SOL - 5/8" SOLID -1.48 1.2D + 1.0W 60°5.587 50 50 50 193.38 50.0 1.85 0.00 0.00 0 0 0 Member X 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 - 2X2X0.1875 1.79 1.2D + 1.0W 60°36.0 58 23.17 0.00 0.00 0.00 0 0 7 Member D SOL - 5/8" SOLID 4.99 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 36 Member 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 SOL - 3" SOLID -127.03 1.2D + 1.0W 60°3.9 100 100 100 62.40 50.0 239.29 0.00 0.00 0 0 53 Member X H SAE - 2X2X0.1875 -3.55 1.2D + 1.0W 90°4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 17 Member Z D SOL - 5/8" SOLID -1.83 1.2D + 1.0W N 5.587 50 50 50 193.38 50.0 1.85 0.00 0.00 0 0 0 Member X 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 - 2X2X0.1875 2.81 1.2D + 1.0W N 36.0 58 23.17 0.00 0.00 0.00 0 0 12 Member D SOL - 5/8" SOLID 5.66 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 41 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 FORCE/STRESS SUMMARY 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 SOL - 3" SOLID -106.54 1.2D + 1.0W N 3.9 100 100 100 62.40 50.0 239.29 0.00 0.00 0 0 44 Member X H SAE - 2X2X0.25 -5.97 1.2D + 1.0W 90°4 100 100 100 79.80 36.0 27.06 0.00 0.00 0 0 22 Member Z D SOL - 3/4" SOLID -2.39 1.2D + 1.0W N 5.587 50 50 50 160.89 50.0 3.86 0.00 0.00 0 0 0 Member X 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 - 2X2X0.25 3.41 1.2D + 1.0W N 36.0 58 30.46 0.00 0.00 0.00 0 0 11 Member D SOL - 3/4" SOLID 8.51 1.2D + 1.0W 90°50.0 65 19.88 0.00 0.00 0.00 0 0 42 Member 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 SOL - 2 3/4" SOLID -91.58 1.2D + 1.0W 60°3.9 100 100 100 68.07 50.0 190.47 0.00 0.00 0 0 48 Member X H SAE - 2X2X0.25 -3.07 1.2D + 1.0W 90°4 100 100 100 79.80 36.0 27.06 0.00 0.00 0 0 11 Member Z D SOL - 3/4" SOLID -2.48 1.2D + 1.0W N 5.587 50 50 50 160.89 50.0 3.86 0.00 0.00 0 0 0 Member X 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 - 2X2X0.25 3.69 1.2D + 1.0W N 36.0 58 30.46 0.00 0.00 0.00 0 0 12 Member D SOL - 3/4" SOLID 4.96 1.2D + 1.0W 90°50.0 65 19.88 0.00 0.00 0.00 0 0 24 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 10 – Bolt Elevation 140.0 (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 SOL - 2 3/4" SOLID -99.22 1.2D + 1.0W N 3.9 100 100 100 68.07 50.0 190.47 0.00 0.00 0 0 52 Member X H SAE - 2X2X0.25 -3.69 1.2D + 1.0W N 4 100 100 100 79.80 36.0 27.06 0.00 0.00 0 0 13 Member Z D SOL - 3/4" SOLID -1.53 1.2D + 1.0W N 5.587 50 50 50 160.89 50.0 3.86 0.00 0.00 0 0 0 Member X 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 - 2X2X0.25 3.57 1.2D + 1.0W N 36.0 58 30.46 0.00 0.00 0.00 0 0 11 Member D SOL - 3/4" SOLID 5.91 1.2D + 1.0W 90°50.0 65 19.88 0.00 0.00 0.00 0 0 29 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 11 – 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 SOL - 2 3/4" SOLID -119.31 1.2D + 1.0W N 3.9 100 100 100 68.07 50.0 190.47 0.00 0.00 0 0 62 Member X H SAE - 2X2X0.25 -7.55 1.2D + 1.0W 90°4 100 100 100 79.80 36.0 27.06 0.00 0.00 0 0 27 Member Z D SOL - 3/4" SOLID -2.40 1.2D + 1.0W N 5.587 50 50 50 160.89 50.0 3.86 0.00 0.00 0 0 0 Member X ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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 H SAE - 2X2X0.25 9.10 1.2D + 1.0W 60°36.0 58 30.46 0.00 0.00 0.00 0 0 29 Member D SOL - 3/4" SOLID 8.43 1.2D + 1.0W 90°50.0 65 19.88 0.00 0.00 0.00 0 0 42 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 12 – Bolt Elevation 180.0 (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 SOL - 2 1/2" SOLID -91.07 1.2D + 1.0W N 3.9 100 100 100 74.88 50.0 146.64 0.00 0.00 0 0 62 Member X H SAE - 2X2X0.25 -2.35 1.2D + 1.0W N 4 100 100 100 79.80 36.0 27.06 0.00 0.00 0 0 8 Member Z D SOL - 3/4" SOLID -2.19 1.2D + 1.0W N 5.587 50 50 50 160.89 50.0 3.86 0.00 0.00 0 0 0 Member X 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 - 2X2X0.25 3.41 1.2D + 1.0W 90°36.0 58 30.46 0.00 0.00 0.00 0 0 11 Member D SOL - 3/4" SOLID 3.75 1.2D + 1.0W N 50.0 65 19.88 0.00 0.00 0.00 0 0 18 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 13 – Bolt Elevation 200.0 (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 SOL - 2 3/4" SOLID -93.06 1.2D + 1.0W N 3.9 100 100 100 68.07 50.0 190.47 0.00 0.00 0 0 48 Member X H SAE - 2.5X2.5X0.25 -13.39 1.2D + 1.0W 90°4 100 100 100 63.54 36.0 37.40 0.00 0.00 0 0 35 Member Z D SOL - 7/8" SOLID -1.56 1.2D + 1.0W N 5.587 50 50 50 137.94 50.0 7.14 0.00 0.00 0 0 0 Member X 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 - 2.5X2.5X0.25 15.99 1.2D + 1.0W 60°36.0 58 38.56 0.00 0.00 0.00 0 0 41 Member D SOL - 7/8" SOLID 14.89 1.2D + 1.0W 210°50.0 65 27.06 0.00 0.00 0.00 0 0 55 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 14 – Bolt Elevation 220.0 (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 SOL - 2 1/2" SOLID -72.59 1.2D + 1.0W N 3.9 100 100 100 74.88 50.0 146.64 0.00 0.00 0 0 49 Member X H SAE - 2.5X2.5X0.25 -7.94 1.2D + 1.0W N 4 100 100 100 63.54 36.0 37.40 0.00 0.00 0 0 21 Member Z D SOL - 7/8" SOLID -2.10 1.2D + 1.0W N 5.587 50 50 50 137.94 50.0 7.14 0.00 0.00 0 0 0 Member X 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 - 2.5X2.5X0.25 4.62 1.2D + 1.0W N 36.0 58 38.56 0.00 0.00 0.00 0 0 11 Member D SOL - 7/8" SOLID 12.41 1.2D + 1.0W 90°50.0 65 27.06 0.00 0.00 0.00 0 0 45 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 FORCE/STRESS SUMMARY Section 15 – Bolt Elevation 240.0 (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 SOL - 2 1/2" SOLID -75.10 1.2D + 1.0W 60°3.9 100 100 100 74.88 50.0 146.64 0.00 0.00 0 0 51 Member X D SOL - 7/8" SOLID -2.17 1.2D + 1.0W N 5.587 50 50 50 137.94 50.0 7.14 0.00 0.00 0 0 0 Member X 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 - 2.5X2.5X0.25 4.30 1.2D + 1.0W N 36.0 58 38.56 0.00 0.00 0.00 0 0 11 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 16 – Bolt Elevation 260.0 (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 SOL - 2 1/2" SOLID -65.17 1.2D + 1.0W 60°3.9 100 100 100 74.88 50.0 146.64 0.00 0.00 0 0 44 Member X H SAE - 2.5X2.5X0.25 -9.35 1.2D + 1.0W N 4 100 100 100 63.54 36.0 37.40 0.00 0.00 0 0 25 Member Z D SOL - 7/8" SOLID -2.75 1.2D + 1.0W N 5.587 50 50 50 137.94 50.0 7.14 0.00 0.00 0 0 0 Member X 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 SOL - 2 1/2" SOLID 19.51 1.2D + 1.0W N 50.0 65 220.95 0.00 0.00 0 0 8 Member H SAE - 2.5X2.5X0.25 12.07 1.2D + 1.0W 60°36.0 58 38.56 0.00 0.00 0.00 0 0 31 Member D SOL - 7/8" SOLID 5.69 1.2D + 1.0W 90°50.0 65 27.06 0.00 0.00 0.00 0 0 21 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 17 – Bolt Elevation 280.0 (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 SOL - 2 1/2" SOLID -57.79 1.2D + 1.0W 60°3.9 100 100 100 74.88 50.0 146.64 0.00 0.00 0 0 39 Member X H SAE - 2X2X0.1875 -3.32 1.2D + 1.0W 90°4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 16 Member Z D SOL - 5/8" SOLID -0.96 1.2D + 1.0W N 5.587 50 50 50 193.38 50.0 1.85 0.00 0.00 0 0 0 Member X 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 SOL - 2 1/2" SOLID 27.99 1.2D + 1.0W N 50.0 65 220.95 0.00 0.00 0 0 12 Member H SAE - 2X2X0.1875 2.53 1.2D + 1.0W N 36.0 58 23.17 0.00 0.00 0.00 0 0 10 Member D SOL - 5/8" SOLID 5.01 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 36 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 18 – Bolt Elevation 300.0 (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 SOL - 2" SOLID -45.43 1.2D + 1.0W 60°3.9 100 100 100 93.60 50.0 74.50 0.00 0.00 0 0 60 Member X H SAE - 2X2X0.1875 -3.94 1.2D + 1.0W 90°4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 19 Member Z D SOL - 5/8" SOLID -1.16 1.2D + 1.0W N 5.587 50 50 50 193.38 50.0 1.85 0.00 0.00 0 0 0 Member X ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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 SOL - 2" SOLID 18.69 1.2D + 1.0W N 50.0 65 141.37 0.00 0.00 0 0 13 Member H SAE - 2X2X0.1875 1.40 1.2D + 1.0W N 36.0 58 23.17 0.00 0.00 0.00 0 0 6 Member D SOL - 5/8" SOLID 5.59 1.2D + 1.0W 90°50.0 65 13.81 0.00 0.00 0.00 0 0 40 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 19 – Bolt Elevation 320.0 (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 SOL - 2" SOLID -1.79 1.2D + 1.0W N 0.25 100 100 100 6.00 50.0 141.00 0.00 0.00 0 0 1 Member X H SAE - 2X2X0.1875 -0.11 1.2D + 1.0W N 4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 0 Member Z D SOL - 5/8" SOLID -0.35 1.2D + 1.0W N 5.569 50 50 50 192.78 50.0 1.86 0.00 0.00 0 0 0 Member X 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 SOL - 2" SOLID 0.58 1.2D + 1.0W N 50.0 65 141.37 0.00 0.00 0 0 0 Member H SAE - 2X2X0.1875 0.04 1.2D + 1.0W N 36.0 58 23.17 0.00 0.00 0.00 0 0 0 Member D SOL - 5/8" SOLID 0.31 1.2D + 1.0W N 50.0 65 13.81 0.00 0.00 0.00 0 0 2 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type Section 20 – Bolt Elevation 328.0 (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 SOL - 2" SOLID -0.11 1.2D + 1.0W N 1.75 100 100 100 42.00 50.0 124.26 0.00 0.00 0 0 0 Member X H SAE - 2X2X0.1875 -0.02 1.2D + 1.0W N 4 100 100 100 79.19 36.0 20.66 0.00 0.00 0 0 0 Member Z D SOL - 5/8" SOLID -0.09 1.2D + 1.0W N 4.366 50 50 50 151.13 50.0 3.03 0.00 0.00 0 0 0 Member X 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 SOL - 2" SOLID 0.01 1.2D + 1.0W 60°50.0 65 141.37 0.00 0.00 0 0 0 Member H SAE - 2X2X0.1875 0.04 1.2D + 1.0W N 36.0 58 23.17 0.00 0.00 0.00 0 0 0 Member D SOL - 5/8" SOLID 0.01 1.2D + 1.0W N 50.0 65 13.81 0.00 0.00 0.00 0 0 0 Member Max Splice Forces Pu (kip)Load Case ΦRnt (kip) Use % Num Bolts Bolt Type ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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 -0.01 306.91 -3.50 231.00 0.00 0 A1 0.00 -13.91 12.12 231.00 0.00 240 A1a -115.0 5 -110.77 -73.61 231.00 0.00 120 A1b 115.06 -110.77 -73.62 1.2D + 1.0W 60° 0.00 0.00 1 -2.87 303.25 -1.66 231.00 0.00 0 A1 -5.93 -46.65 52.17 231.00 0.00 240 A1a -151.7 0 -141.83 -87.59 231.00 0.00 120 A1b 42.22 -46.65 -31.22 1.2D + 1.0W 90° 0.00 0.00 1 -3.30 305.20 -0.11 231.00 0.00 0 A1 -7.52 -78.45 93.70 231.00 0.00 240 A1a -144.4 6 -133.64 -79.86 231.00 0.00 120 A1b 18.27 -23.31 -13.76 1.2D + 1.0W 120° 0.00 0.00 1 -3.03 306.92 1.78 231.00 0.00 0 A1 -6.22 -110.77 136.42 231.00 0.00 240 A1a -121.2 8 -110.78 -62.83 231.00 0.00 120 A1b 10.50 -13.90 -6.06 1.2D + 1.0W 180° 0.00 0.00 1 0.00 303.25 3.31 231.00 0.00 0 A1 0.00 -141.83 175.17 231.00 0.00 240 A1a -48.15 -46.65 -20.95 231.00 0.00 120 A1b 48.15 -46.65 -20.95 1.2D + 1.0W 210° 0.00 0.00 1 1.56 305.19 2.92 231.00 0.00 0 A1 3.07 -133.63 165.04 231.00 0.00 240 A1a -21.05 -23.31 -8.95 231.00 0.00 120 A1b 84.91 -78.46 -40.34 1.2D + 1.0W 240° 0.00 0.00 1 3.03 306.92 1.78 231.00 0.00 0 A1 6.22 -110.77 136.42 231.00 0.00 240 A1a -10.50 -13.90 -6.06 231.00 0.00 120 A1b 121.28 -110.78 -62.83 1.2D + 1.0W 300° 0.00 0.00 1 2.87 303.25 -1.66 231.00 0.00 0 A1 5.93 -46.65 52.17 231.00 0.00 240 A1a -42.22 -46.65 -31.22 231.00 0.00 120 A1b 151.70 -141.83 -87.59 1.2D + 1.0W 330° 0.00 0.00 1 1.75 305.19 -2.80 231.00 0.00 0 A1 2.78 -23.32 22.71 231.00 0.00 240 A1a -77.39 -78.45 -53.36 231.00 0.00 120 A1b 141.40 -133.63 -85.18 1.2D + 1.0Di + 1.0Wi Normal 0.00 0.00 1 0.00 204.73 -0.19 231.00 0.00 0 A1 0.00 -42.21 55.28 231.00 0.00 240 A1a -52.42 -46.34 -30.53 231.00 0.00 120 A1b 52.42 -46.34 -30.53 1.2D + 1.0Di + 1.0Wi 60° 0.00 0.00 1 -0.16 204.23 -0.09 231.00 0.00 0 A1 -0.23 -43.49 56.92 231.00 0.00 240 A1a -53.88 -47.55 -31.11 231.00 0.00 120 A1b 49.18 -43.49 -28.66 1.2D + 1.0Di + 1.0Wi 90° 0.00 0.00 1 -0.19 204.48 0.00 231.00 0.00 0 A1 -0.29 -44.91 58.78 231.00 0.00 240 A1a -53.62 -47.25 -30.83 231.00 0.00 120 A1b 48.18 -42.55 -27.95 1.2D + 1.0Di + 1.0Wi 120° 0.00 0.00 1 -0.17 204.73 0.10 231.00 0.00 0 A1 -0.23 -46.34 60.66 231.00 0.00 240 A1a -52.65 -46.34 -30.13 231.00 0.00 120 A1b 47.87 -42.21 -27.64 1.2D + 1.0Di + 1.0Wi 180° 0.00 0.00 1 0.00 204.23 0.19 231.00 0.00 0 A1 0.00 -47.58 62.26 231.00 0.00 240 A1a -49.39 -43.47 -28.25 231.00 0.00 120 A1b 49.39 -43.47 -28.25 1.2D + 1.0Di + 1.0Wi 210° 0.00 0.00 1 0.10 204.48 0.16 231.00 0.00 0 A1 0.11 -47.25 61.85 231.00 0.00 240 A1a -48.29 -42.55 -27.75 231.00 0.00 120 A1b 51.05 -44.91 -29.14 1.2D + 1.0Di + 1.0Wi 240° 0.00 0.00 1 0.17 204.73 0.10 231.00 0.00 0 A1 0.23 -46.34 60.66 231.00 0.00 240 A1a -47.87 -42.21 -27.64 231.00 0.00 120 A1b 52.65 -46.34 -30.13 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 1.2D + 1.0Di + 1.0Wi 300° 0.00 0.00 1 0.16 204.23 -0.09 231.00 0.00 0 A1 0.23 -43.49 56.92 231.00 0.00 240 A1a -49.18 -43.49 -28.66 231.00 0.00 120 A1b 53.88 -47.55 -31.11 1.2D + 1.0Di + 1.0Wi 330° 0.00 0.00 1 0.09 204.48 -0.17 231.00 0.00 0 A1 0.11 -42.55 55.70 231.00 0.00 240 A1a -50.76 -44.91 -29.64 231.00 0.00 120 A1b 53.50 -47.25 -31.02 1.2D + 1.0Ev + 1.0Eh Normal 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -38.75 50.27 231.00 0.00 240 A1a -45.04 -40.41 -26.01 231.00 0.00 120 A1b 45.04 -40.41 -26.01 1.2D + 1.0Ev + 1.0Eh 60° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -39.30 50.85 231.00 0.00 240 A1a -45.54 -40.97 -26.29 231.00 0.00 120 A1b 44.04 -39.30 -25.43 1.2D + 1.0Ev + 1.0Eh 90° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -39.86 51.43 231.00 0.00 240 A1a -45.41 -40.82 -26.22 231.00 0.00 120 A1b 43.67 -38.90 -25.21 1.2D + 1.0Ev + 1.0Eh 120° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -40.41 52.01 231.00 0.00 240 A1a -45.04 -40.41 -26.00 231.00 0.00 120 A1b 43.54 -38.75 -25.14 1.2D + 1.0Ev + 1.0Eh 180° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -40.97 52.59 231.00 0.00 240 A1a -44.04 -39.30 -25.42 231.00 0.00 120 A1b 44.04 -39.30 -25.42 1.2D + 1.0Ev + 1.0Eh 210° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -40.82 52.43 231.00 0.00 240 A1a -43.67 -38.90 -25.21 231.00 0.00 120 A1b 44.54 -39.86 -25.71 1.2D + 1.0Ev + 1.0Eh 240° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -40.41 52.01 231.00 0.00 240 A1a -43.54 -38.75 -25.14 231.00 0.00 120 A1b 45.04 -40.41 -26.00 1.2D + 1.0Ev + 1.0Eh 300° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -39.30 50.85 231.00 0.00 240 A1a -44.04 -39.30 -25.43 231.00 0.00 120 A1b 45.54 -40.97 -26.29 1.2D + 1.0Ev + 1.0Eh 330° 0.00 0.00 1 0.00 189.85 0.00 231.00 0.00 0 A1 0.00 -38.90 50.43 231.00 0.00 240 A1a -44.54 -39.86 -25.72 231.00 0.00 120 A1b 45.41 -40.82 -26.22 1.0D + 1.0W Service Normal 0.00 0.00 1 0.00 184.24 -0.74 231.00 0.00 0 A1 0.00 -30.90 39.78 231.00 0.00 240 A1a -51.05 -46.26 -30.55 231.00 0.00 120 A1b 51.05 -46.26 -30.55 1.0D + 1.0W Service 60° 0.00 0.00 1 -0.60 183.53 -0.35 231.00 0.00 0 A1 -0.94 -36.03 46.10 231.00 0.00 240 A1a -56.80 -51.19 -32.79 231.00 0.00 120 A1b 39.45 -36.03 -23.86 1.0D + 1.0W Service 90° 0.00 0.00 1 -0.71 183.83 0.02 231.00 0.00 0 A1 -1.16 -41.11 52.73 231.00 0.00 240 A1a -55.67 -49.88 -31.63 231.00 0.00 120 A1b 35.66 -32.29 -21.10 1.0D + 1.0W Service 120° 0.00 0.00 1 -0.64 184.24 0.37 231.00 0.00 0 A1 -0.94 -46.26 59.49 231.00 0.00 240 A1a -51.99 -46.26 -28.93 231.00 0.00 120 A1b 34.45 -30.90 -19.89 1.0D + 1.0W Service 180° 0.00 0.00 1 0.00 183.53 0.69 231.00 0.00 0 A1 0.00 -51.19 65.59 231.00 0.00 240 A1a -40.39 -36.03 -22.24 231.00 0.00 120 A1b 40.39 -36.03 -22.24 1.0D + 1.0W Service 210° 0.00 0.00 1 0.37 183.83 0.61 231.00 0.00 0 A1 0.45 -49.88 64.03 231.00 0.00 240 A1a -36.10 -32.29 -20.33 231.00 0.00 120 A1b 46.25 -41.11 -25.36 1.0D + 1.0W Service 240° 0.00 0.00 1 0.64 184.24 0.37 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED REACTIONS *(-) Uplift and (+) Down Load Case Radius (ft) Elevation (ft) Azimuth (deg) Node *FX (kip) *FY (kip) *FZ (kip) 231.00 0.00 0 A1 0.94 -46.26 59.49 231.00 0.00 240 A1a -34.45 -30.90 -19.89 231.00 0.00 120 A1b 51.99 -46.26 -28.93 1.0D + 1.0W Service 300° 0.00 0.00 1 0.60 183.53 -0.35 231.00 0.00 0 A1 0.94 -36.03 46.10 231.00 0.00 240 A1a -39.45 -36.03 -23.86 231.00 0.00 120 A1b 56.80 -51.19 -32.79 1.0D + 1.0W Service 330° 0.00 0.00 1 0.34 183.83 -0.62 231.00 0.00 0 A1 0.45 -32.29 41.43 231.00 0.00 240 A1a -45.09 -41.11 -27.37 231.00 0.00 120 A1b 55.23 -49.88 -32.40 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 GUY ANCHOR DESIGN LOADS Radius (ft) Drop (ft) Azimuth (deg) Uplift (kip) Shear (kip) 231.00 0.00 0 141.83 175.17 231.00 0.00 120 141.83 175.17 231.00 0.00 240 141.83 175.17 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1.2D + 1.0W Normal 51.95 7/8 EHS A1 20 47.82 2.02 4 7/8 EHS A1b 20a 47.82 16.7 35 7/8 EHS A1a 20b 47.82 16.68 35 111.95 1 EHS A1 41 62.7 1.32 2 1 EHS A1b 41a 62.7 22.66 36 1 EHS A1a 41b 62.7 22.66 36 168.05 3/4 EHS A1 T3 34.98 0.85 2 3/4 EHS A1b T3 34.98 14.46 41 3/4 EHS A1b T3a 34.98 14.27 41 3/4 EHS A1a T3a 34.98 14.27 41 3/4 EHS A1a T3b 34.98 14.47 41 3/4 EHS A1 T3b 34.98 0.85 2 215.85 7/8 EHS A1 T4 47.82 1.98 4 7/8 EHS A1b T4 47.82 20.49 43 7/8 EHS A1b T4a 47.82 20.57 43 7/8 EHS A1a T4a 47.82 20.57 43 7/8 EHS A1 T4b 47.82 1.98 4 7/8 EHS A1a T4b 47.82 20.49 43 268.05 1 EHS A1 T5 62.7 3.76 6 1 EHS A1b T5 62.7 25.02 40 1 EHS A1b T5a 62.7 24.69 39 1 EHS A1a T5a 62.7 24.69 39 1 EHS A1a T5b 62.7 25.02 40 1 EHS A1 T5b 62.7 3.76 6 315.85 1 EHS A1 112 62.7 5.85 9 1 EHS A1b 112a 62.7 23.96 38 1 EHS A1a 112b 62.7 23.96 38 1.2D + 1.0W 60° 51.95 7/8 EHS A1 20 47.82 6.31 13 7/8 EHS A1b 20a 47.82 6.31 13 7/8 EHS A1a 20b 47.82 21.06 44 111.95 1 EHS A1 41 62.7 7.67 12 1 EHS A1b 41a 62.7 7.67 12 1 EHS A1a 41b 62.7 29.37 47 168.05 3/4 EHS A1 T3 34.98 6.03 17 3/4 EHS A1b T3 34.98 6.03 17 3/4 EHS A1a T3a 34.98 18.32 52 3/4 EHS A1b T3a 34.98 5.82 17 3/4 EHS A1 T3b 34.98 5.82 17 3/4 EHS A1a T3b 34.98 18.32 52 215.85 7/8 EHS A1b T4 47.82 8 17 7/8 EHS A1 T4 47.82 7.99 17 7/8 EHS A1a T4a 47.82 26.64 56 7/8 EHS A1b T4a 47.82 7.83 16 7/8 EHS A1 T4b 47.82 7.83 16 7/8 EHS A1a T4b 47.82 26.64 56 268.05 1 EHS A1b T5 62.7 10.66 17 1 EHS A1 T5 62.7 10.66 17 1 EHS A1a T5a 62.7 31.9 51 1 EHS A1b T5a 62.7 10.4 17 1 EHS A1 T5b 62.7 10.4 17 1 EHS A1a T5b 62.7 31.9 51 315.85 1 EHS A1 112 62.7 12.44 20 1 EHS A1b 112a 62.7 12.42 20 1 EHS A1a 112b 62.7 29.09 46 1.2D + 1.0W 90° 51.95 7/8 EHS A1 20 47.82 11.25 24 7/8 EHS A1b 20a 47.82 2.66 6 7/8 EHS A1a 20b 47.82 19.71 41 111.95 1 EHS A1 41 62.7 14.8 24 1 EHS A1b 41a 62.7 2.73 4 1 EHS A1a 41b 62.7 27.5 44 168.05 3/4 EHS A1 T3 34.98 10.48 30 3/4 EHS A1b T3 34.98 2.54 7 3/4 EHS A1a T3a 34.98 17.2 49 3/4 EHS A1b T3a 34.98 2.41 7 3/4 EHS A1 T3b 34.98 10.13 29 3/4 EHS A1a T3b 34.98 17.39 50 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 215.85 7/8 EHS A1b T4 47.82 3.75 8 7/8 EHS A1 T4 47.82 14.27 30 7/8 EHS A1a T4a 47.82 24.87 52 7/8 EHS A1b T4a 47.82 3.62 8 7/8 EHS A1a T4b 47.82 25.37 53 7/8 EHS A1 T4b 47.82 14 29 268.05 1 EHS A1b T5 62.7 5.76 9 1 EHS A1 T5 62.7 17.67 28 1 EHS A1b T5a 62.7 5.56 9 1 EHS A1a T5a 62.7 30.24 48 1 EHS A1a T5b 62.7 29.93 48 1 EHS A1 T5b 62.7 17.39 28 315.85 1 EHS A1 112 62.7 18.37 29 1 EHS A1b 112a 62.7 7.73 12 1 EHS A1a 112b 62.7 27.78 44 1.2D + 1.0W 120° 51.95 7/8 EHS A1 20 47.82 16.63 35 7/8 EHS A1b 20a 47.82 2.03 4 7/8 EHS A1a 20b 47.82 16.72 35 111.95 1 EHS A1 41 62.7 22.71 36 1 EHS A1b 41a 62.7 1.32 2 1 EHS A1a 41b 62.7 22.62 36 168.05 3/4 EHS A1 T3 34.98 14.45 41 3/4 EHS A1b T3 34.98 0.85 2 3/4 EHS A1a T3a 34.98 14.47 41 3/4 EHS A1b T3a 34.98 0.85 2 3/4 EHS A1a T3b 34.98 14.27 41 3/4 EHS A1 T3b 34.98 14.27 41 215.85 7/8 EHS A1 T4 47.82 20.48 43 7/8 EHS A1b T4 47.82 1.98 4 7/8 EHS A1b T4a 47.82 1.98 4 7/8 EHS A1a T4a 47.82 20.48 43 7/8 EHS A1 T4b 47.82 20.56 43 7/8 EHS A1a T4b 47.82 20.56 43 268.05 1 EHS A1b T5 62.7 3.76 6 1 EHS A1 T5 62.7 25.02 40 1 EHS A1b T5a 62.7 3.76 6 1 EHS A1a T5a 62.7 25.02 40 1 EHS A1 T5b 62.7 24.69 39 1 EHS A1a T5b 62.7 24.69 39 315.85 1 EHS A1 112 62.7 23.97 38 1 EHS A1b 112a 62.7 5.84 9 1 EHS A1a 112b 62.7 24 38 1.2D + 1.0W 180° 51.95 7/8 EHS A1 20 47.82 21.06 44 7/8 EHS A1b 20a 47.82 6.31 13 7/8 EHS A1a 20b 47.82 6.31 13 111.95 1 EHS A1 41 62.7 29.37 47 1 EHS A1b 41a 62.7 7.67 12 1 EHS A1a 41b 62.7 7.67 12 168.05 3/4 EHS A1b T3 34.98 5.82 17 3/4 EHS A1 T3 34.98 18.32 52 3/4 EHS A1a T3a 34.98 6.03 17 3/4 EHS A1b T3a 34.98 6.03 17 3/4 EHS A1 T3b 34.98 18.32 52 3/4 EHS A1a T3b 34.98 5.82 17 215.85 7/8 EHS A1b T4 47.82 7.83 16 7/8 EHS A1 T4 47.82 26.65 56 7/8 EHS A1a T4a 47.82 7.99 17 7/8 EHS A1b T4a 47.82 7.99 17 7/8 EHS A1a T4b 47.82 7.83 16 7/8 EHS A1 T4b 47.82 26.65 56 268.05 1 EHS A1b T5 62.7 10.4 17 1 EHS A1 T5 62.7 31.9 51 1 EHS A1b T5a 62.7 10.66 17 1 EHS A1a T5a 62.7 10.66 17 1 EHS A1a T5b 62.7 10.4 17 1 EHS A1 T5b 62.7 31.9 51 315.85 1 EHS A1 112 62.7 29.05 46 1 EHS A1b 112a 62.7 12.44 20 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1 EHS A1a 112b 62.7 12.44 20 1.2D + 1.0W 210° 51.95 7/8 EHS A1 20 47.82 19.71 41 7/8 EHS A1b 20a 47.82 11.25 24 7/8 EHS A1a 20b 47.82 2.66 6 111.95 1 EHS A1 41 62.7 27.5 44 1 EHS A1b 41a 62.7 14.8 24 1 EHS A1a 41b 62.7 2.73 4 168.05 3/4 EHS A1b T3 34.98 10.13 29 3/4 EHS A1 T3 34.98 17.39 50 3/4 EHS A1a T3a 34.98 2.54 7 3/4 EHS A1b T3a 34.98 10.48 30 3/4 EHS A1a T3b 34.98 2.4 7 3/4 EHS A1 T3b 34.98 17.2 49 215.85 7/8 EHS A1b T4 47.82 13.99 29 7/8 EHS A1 T4 47.82 25.38 53 7/8 EHS A1b T4a 47.82 14.27 30 7/8 EHS A1a T4a 47.82 3.75 8 7/8 EHS A1a T4b 47.82 3.62 8 7/8 EHS A1 T4b 47.82 24.89 52 268.05 1 EHS A1 T5 62.7 29.92 48 1 EHS A1b T5 62.7 17.39 28 1 EHS A1b T5a 62.7 17.67 28 1 EHS A1a T5a 62.7 5.76 9 1 EHS A1 T5b 62.7 30.24 48 1 EHS A1a T5b 62.7 5.56 9 315.85 1 EHS A1 112 62.7 27.75 44 1 EHS A1b 112a 62.7 18.38 29 1 EHS A1a 112b 62.7 7.74 12 1.2D + 1.0W 240° 51.95 7/8 EHS A1 20 47.82 16.63 35 7/8 EHS A1b 20a 47.82 16.72 35 7/8 EHS A1a 20b 47.82 2.03 4 111.95 1 EHS A1 41 62.7 22.71 36 1 EHS A1b 41a 62.7 22.62 36 1 EHS A1a 41b 62.7 1.32 2 168.05 3/4 EHS A1 T3 34.98 14.27 41 3/4 EHS A1b T3 34.98 14.27 41 3/4 EHS A1a T3a 34.98 0.85 2 3/4 EHS A1b T3a 34.98 14.47 41 3/4 EHS A1 T3b 34.98 14.45 41 3/4 EHS A1a T3b 34.98 0.85 2 215.85 7/8 EHS A1b T4 47.82 20.56 43 7/8 EHS A1 T4 47.82 20.56 43 7/8 EHS A1a T4a 47.82 1.98 4 7/8 EHS A1b T4a 47.82 20.48 43 7/8 EHS A1 T4b 47.82 20.48 43 7/8 EHS A1a T4b 47.82 1.98 4 268.05 1 EHS A1b T5 62.7 24.69 39 1 EHS A1 T5 62.7 24.69 39 1 EHS A1b T5a 62.7 25.02 40 1 EHS A1a T5a 62.7 3.76 6 1 EHS A1a T5b 62.7 3.76 6 1 EHS A1 T5b 62.7 25.02 40 315.85 1 EHS A1 112 62.7 23.97 38 1 EHS A1b 112a 62.7 24 38 1 EHS A1a 112b 62.7 5.84 9 1.2D + 1.0W 300° 51.95 7/8 EHS A1 20 47.82 6.31 13 7/8 EHS A1b 20a 47.82 21.06 44 7/8 EHS A1a 20b 47.82 6.31 13 111.95 1 EHS A1 41 62.7 7.67 12 1 EHS A1b 41a 62.7 29.37 47 1 EHS A1a 41b 62.7 7.67 12 168.05 3/4 EHS A1b T3 34.98 18.32 52 3/4 EHS A1 T3 34.98 5.82 17 3/4 EHS A1b T3a 34.98 18.32 52 3/4 EHS A1a T3a 34.98 5.82 17 3/4 EHS A1a T3b 34.98 6.03 17 3/4 EHS A1 T3b 34.98 6.03 17 215.85 7/8 EHS A1 T4 47.82 7.83 16 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1b T4 47.82 26.64 56 7/8 EHS A1b T4a 47.82 26.64 56 7/8 EHS A1a T4a 47.82 7.83 16 7/8 EHS A1 T4b 47.82 7.99 17 7/8 EHS A1a T4b 47.82 8 17 268.05 1 EHS A1b T5 62.7 31.9 51 1 EHS A1 T5 62.7 10.4 17 1 EHS A1a T5a 62.7 10.4 17 1 EHS A1b T5a 62.7 31.9 51 1 EHS A1a T5b 62.7 10.66 17 1 EHS A1 T5b 62.7 10.66 17 315.85 1 EHS A1 112 62.7 12.44 20 1 EHS A1b 112a 62.7 29.09 46 1 EHS A1a 112b 62.7 12.42 20 1.2D + 1.0W 330° 51.95 7/8 EHS A1 20 47.82 2.66 6 7/8 EHS A1b 20a 47.82 19.71 41 7/8 EHS A1a 20b 47.82 11.25 24 111.95 1 EHS A1 41 62.7 2.73 4 1 EHS A1b 41a 62.7 27.5 44 1 EHS A1a 41b 62.7 14.8 24 168.05 3/4 EHS A1b T3 34.98 17.2 49 3/4 EHS A1 T3 34.98 2.4 7 3/4 EHS A1a T3a 34.98 10.13 29 3/4 EHS A1b T3a 34.98 17.39 50 3/4 EHS A1a T3b 34.98 10.48 30 3/4 EHS A1 T3b 34.98 2.54 7 215.85 7/8 EHS A1b T4 47.82 24.88 52 7/8 EHS A1 T4 47.82 3.62 8 7/8 EHS A1b T4a 47.82 25.38 53 7/8 EHS A1a T4a 47.82 14 29 7/8 EHS A1a T4b 47.82 14.28 30 7/8 EHS A1 T4b 47.82 3.75 8 268.05 1 EHS A1 T5 62.7 5.56 9 1 EHS A1b T5 62.7 30.24 48 1 EHS A1b T5a 62.7 29.92 48 1 EHS A1a T5a 62.7 17.39 28 1 EHS A1 T5b 62.7 5.76 9 1 EHS A1a T5b 62.7 17.67 28 315.85 1 EHS A1 112 62.7 7.74 12 1 EHS A1b 112a 62.7 27.76 44 1 EHS A1a 112b 62.7 18.35 29 1.2D + 1.0Di + 1.0Wi Normal 51.95 7/8 EHS A1 20 47.82 9.28 19 7/8 EHS A1b 20a 47.82 9.97 21 7/8 EHS A1a 20b 47.82 9.97 21 111.95 1 EHS A1 41 62.7 11.01 18 1 EHS A1b 41a 62.7 11.97 19 1 EHS A1a 41b 62.7 11.97 19 168.05 3/4 EHS A1b T3 34.98 6.3 18 3/4 EHS A1 T3 34.98 5.7 16 3/4 EHS A1a T3a 34.98 6.28 18 3/4 EHS A1b T3a 34.98 6.28 18 3/4 EHS A1a T3b 34.98 6.3 18 3/4 EHS A1 T3b 34.98 5.7 16 215.85 7/8 EHS A1 T4 47.82 7.29 15 7/8 EHS A1b T4 47.82 8.11 17 7/8 EHS A1b T4a 47.82 8.1 17 7/8 EHS A1a T4a 47.82 8.1 17 7/8 EHS A1a T4b 47.82 8.11 17 7/8 EHS A1 T4b 47.82 7.29 15 268.05 1 EHS A1 T5 62.7 9.41 15 1 EHS A1b T5 62.7 10.31 16 1 EHS A1a T5a 62.7 10.27 16 1 EHS A1b T5a 62.7 10.27 16 1 EHS A1a T5b 62.7 10.31 16 1 EHS A1 T5b 62.7 9.41 15 315.85 1 EHS A1 112 62.7 9.47 15 1 EHS A1b 112a 62.7 10.16 16 1 EHS A1a 112b 62.7 10.16 16 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1.2D + 1.0Di + 1.0Wi 60° 51.95 7/8 EHS A1 20 47.82 9.5 20 7/8 EHS A1b 20a 47.82 9.5 20 7/8 EHS A1a 20b 47.82 10.18 21 111.95 1 EHS A1 41 62.7 11.31 18 1 EHS A1b 41a 62.7 11.31 18 1 EHS A1a 41b 62.7 12.27 20 168.05 3/4 EHS A1b T3 34.98 5.89 17 3/4 EHS A1 T3 34.98 5.89 17 3/4 EHS A1a T3a 34.98 6.46 18 3/4 EHS A1b T3a 34.98 5.87 17 3/4 EHS A1a T3b 34.98 6.46 18 3/4 EHS A1 T3b 34.98 5.87 17 215.85 7/8 EHS A1b T4 47.82 7.54 16 7/8 EHS A1 T4 47.82 7.54 16 7/8 EHS A1a T4a 47.82 8.34 17 7/8 EHS A1b T4a 47.82 7.53 16 7/8 EHS A1 T4b 47.82 7.52 16 7/8 EHS A1a T4b 47.82 8.34 17 268.05 1 EHS A1b T5 62.7 9.7 15 1 EHS A1 T5 62.7 9.7 15 1 EHS A1a T5a 62.7 10.54 17 1 EHS A1b T5a 62.7 9.66 15 1 EHS A1 T5b 62.7 9.66 15 1 EHS A1a T5b 62.7 10.54 17 315.85 1 EHS A1 112 62.7 9.68 15 1 EHS A1b 112a 62.7 9.68 15 1 EHS A1a 112b 62.7 10.34 16 1.2D + 1.0Di + 1.0Wi 90° 51.95 7/8 EHS A1 20 47.82 9.73 20 7/8 EHS A1b 20a 47.82 9.34 20 7/8 EHS A1a 20b 47.82 10.13 21 111.95 1 EHS A1 41 62.7 11.64 19 1 EHS A1b 41a 62.7 11.09 18 1 EHS A1a 41b 62.7 12.19 19 168.05 3/4 EHS A1 T3 34.98 6.09 17 3/4 EHS A1b T3 34.98 5.75 16 3/4 EHS A1b T3a 34.98 5.74 16 3/4 EHS A1a T3a 34.98 6.42 18 3/4 EHS A1a T3b 34.98 6.42 18 3/4 EHS A1 T3b 34.98 6.07 17 215.85 7/8 EHS A1b T4 47.82 7.35 15 7/8 EHS A1 T4 47.82 7.83 16 7/8 EHS A1b T4a 47.82 7.35 15 7/8 EHS A1a T4a 47.82 8.28 17 7/8 EHS A1a T4b 47.82 8.28 17 7/8 EHS A1 T4b 47.82 7.81 16 268.05 1 EHS A1 T5 62.7 10.01 16 1 EHS A1b T5 62.7 9.49 15 1 EHS A1b T5a 62.7 9.47 15 1 EHS A1a T5a 62.7 10.49 17 1 EHS A1 T5b 62.7 9.96 16 1 EHS A1a T5b 62.7 10.48 17 315.85 1 EHS A1 112 62.7 9.92 16 1 EHS A1b 112a 62.7 9.52 15 1 EHS A1a 112b 62.7 10.3 16 1.2D + 1.0Di + 1.0Wi 120° 51.95 7/8 EHS A1 20 47.82 9.97 21 7/8 EHS A1b 20a 47.82 9.28 19 7/8 EHS A1a 20b 47.82 9.97 21 111.95 1 EHS A1 41 62.7 11.97 19 1 EHS A1b 41a 62.7 11.01 18 1 EHS A1a 41b 62.7 11.97 19 168.05 3/4 EHS A1b T3 34.98 5.7 16 3/4 EHS A1 T3 34.98 6.3 18 3/4 EHS A1a T3a 34.98 6.3 18 3/4 EHS A1b T3a 34.98 5.7 16 3/4 EHS A1a T3b 34.98 6.28 18 3/4 EHS A1 T3b 34.98 6.28 18 215.85 7/8 EHS A1b T4 47.82 7.29 15 7/8 EHS A1 T4 47.82 8.11 17 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1b T4a 47.82 7.29 15 7/8 EHS A1a T4a 47.82 8.11 17 7/8 EHS A1a T4b 47.82 8.09 17 7/8 EHS A1 T4b 47.82 8.1 17 268.05 1 EHS A1 T5 62.7 10.31 16 1 EHS A1b T5 62.7 9.41 15 1 EHS A1b T5a 62.7 9.41 15 1 EHS A1a T5a 62.7 10.31 16 1 EHS A1 T5b 62.7 10.27 16 1 EHS A1a T5b 62.7 10.27 16 315.85 1 EHS A1 112 62.7 10.16 16 1 EHS A1b 112a 62.7 9.47 15 1 EHS A1a 112b 62.7 10.16 16 1.2D + 1.0Di + 1.0Wi 180° 51.95 7/8 EHS A1 20 47.82 10.19 21 7/8 EHS A1b 20a 47.82 9.5 20 7/8 EHS A1a 20b 47.82 9.5 20 111.95 1 EHS A1 41 62.7 12.27 20 1 EHS A1b 41a 62.7 11.31 18 1 EHS A1a 41b 62.7 11.31 18 168.05 3/4 EHS A1b T3 34.98 5.87 17 3/4 EHS A1 T3 34.98 6.46 18 3/4 EHS A1b T3a 34.98 5.88 17 3/4 EHS A1a T3a 34.98 5.88 17 3/4 EHS A1 T3b 34.98 6.46 18 3/4 EHS A1a T3b 34.98 5.87 17 215.85 7/8 EHS A1b T4 47.82 7.52 16 7/8 EHS A1 T4 47.82 8.34 17 7/8 EHS A1a T4a 47.82 7.54 16 7/8 EHS A1b T4a 47.82 7.54 16 7/8 EHS A1 T4b 47.82 8.34 17 7/8 EHS A1a T4b 47.82 7.52 16 268.05 1 EHS A1b T5 62.7 9.66 15 1 EHS A1 T5 62.7 10.55 17 1 EHS A1b T5a 62.7 9.69 15 1 EHS A1a T5a 62.7 9.69 15 1 EHS A1 T5b 62.7 10.55 17 1 EHS A1a T5b 62.7 9.66 15 315.85 1 EHS A1 112 62.7 10.35 17 1 EHS A1b 112a 62.7 9.67 15 1 EHS A1a 112b 62.7 9.67 15 1.2D + 1.0Di + 1.0Wi 210° 51.95 7/8 EHS A1 20 47.82 10.13 21 7/8 EHS A1b 20a 47.82 9.73 20 7/8 EHS A1a 20b 47.82 9.34 20 111.95 1 EHS A1 41 62.7 12.19 19 1 EHS A1b 41a 62.7 11.64 19 1 EHS A1a 41b 62.7 11.09 18 168.05 3/4 EHS A1b T3 34.98 6.07 17 3/4 EHS A1 T3 34.98 6.42 18 3/4 EHS A1b T3a 34.98 6.09 17 3/4 EHS A1a T3a 34.98 5.75 16 3/4 EHS A1a T3b 34.98 5.74 16 3/4 EHS A1 T3b 34.98 6.42 18 215.85 7/8 EHS A1 T4 47.82 8.28 17 7/8 EHS A1b T4 47.82 7.81 16 7/8 EHS A1b T4a 47.82 7.83 16 7/8 EHS A1a T4a 47.82 7.35 15 7/8 EHS A1a T4b 47.82 7.35 15 7/8 EHS A1 T4b 47.82 8.28 17 268.05 1 EHS A1b T5 62.7 9.96 16 1 EHS A1 T5 62.7 10.48 17 1 EHS A1b T5a 62.7 10.01 16 1 EHS A1a T5a 62.7 9.49 15 1 EHS A1a T5b 62.7 9.47 15 1 EHS A1 T5b 62.7 10.49 17 315.85 1 EHS A1 112 62.7 10.3 16 1 EHS A1b 112a 62.7 9.92 16 1 EHS A1a 112b 62.7 9.52 15 1.2D + 1.0Di + 1.0Wi 240° 51.95 7/8 EHS A1 20 47.82 9.97 21 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1b 20a 47.82 9.97 21 7/8 EHS A1a 20b 47.82 9.28 19 111.95 1 EHS A1 41 62.7 11.97 19 1 EHS A1b 41a 62.7 11.97 19 1 EHS A1a 41b 62.7 11.01 18 168.05 3/4 EHS A1 T3 34.98 6.28 18 3/4 EHS A1b T3 34.98 6.28 18 3/4 EHS A1a T3a 34.98 5.7 16 3/4 EHS A1b T3a 34.98 6.3 18 3/4 EHS A1 T3b 34.98 6.3 18 3/4 EHS A1a T3b 34.98 5.7 16 215.85 7/8 EHS A1 T4 47.82 8.1 17 7/8 EHS A1b T4 47.82 8.09 17 7/8 EHS A1a T4a 47.82 7.29 15 7/8 EHS A1b T4a 47.82 8.11 17 7/8 EHS A1 T4b 47.82 8.11 17 7/8 EHS A1a T4b 47.82 7.29 15 268.05 1 EHS A1 T5 62.7 10.27 16 1 EHS A1b T5 62.7 10.27 16 1 EHS A1b T5a 62.7 10.31 16 1 EHS A1a T5a 62.7 9.41 15 1 EHS A1a T5b 62.7 9.41 15 1 EHS A1 T5b 62.7 10.31 16 315.85 1 EHS A1 112 62.7 10.16 16 1 EHS A1b 112a 62.7 10.16 16 1 EHS A1a 112b 62.7 9.47 15 1.2D + 1.0Di + 1.0Wi 300° 51.95 7/8 EHS A1 20 47.82 9.5 20 7/8 EHS A1b 20a 47.82 10.18 21 7/8 EHS A1a 20b 47.82 9.5 20 111.95 1 EHS A1 41 62.7 11.31 18 1 EHS A1b 41a 62.7 12.27 20 1 EHS A1a 41b 62.7 11.31 18 168.05 3/4 EHS A1b T3 34.98 6.46 18 3/4 EHS A1 T3 34.98 5.87 17 3/4 EHS A1a T3a 34.98 5.87 17 3/4 EHS A1b T3a 34.98 6.46 18 3/4 EHS A1a T3b 34.98 5.89 17 3/4 EHS A1 T3b 34.98 5.89 17 215.85 7/8 EHS A1b T4 47.82 8.34 17 7/8 EHS A1 T4 47.82 7.52 16 7/8 EHS A1b T4a 47.82 8.34 17 7/8 EHS A1a T4a 47.82 7.53 16 7/8 EHS A1a T4b 47.82 7.54 16 7/8 EHS A1 T4b 47.82 7.54 16 268.05 1 EHS A1 T5 62.7 9.66 15 1 EHS A1b T5 62.7 10.54 17 1 EHS A1b T5a 62.7 10.54 17 1 EHS A1a T5a 62.7 9.66 15 1 EHS A1 T5b 62.7 9.7 15 1 EHS A1a T5b 62.7 9.7 15 315.85 1 EHS A1 112 62.7 9.68 15 1 EHS A1b 112a 62.7 10.34 16 1 EHS A1a 112b 62.7 9.68 15 1.2D + 1.0Di + 1.0Wi 330° 51.95 7/8 EHS A1 20 47.82 9.34 20 7/8 EHS A1b 20a 47.82 10.13 21 7/8 EHS A1a 20b 47.82 9.73 20 111.95 1 EHS A1 41 62.7 11.09 18 1 EHS A1b 41a 62.7 12.19 19 1 EHS A1a 41b 62.7 11.64 19 168.05 3/4 EHS A1 T3 34.98 5.74 16 3/4 EHS A1b T3 34.98 6.42 18 3/4 EHS A1a T3a 34.98 6.07 17 3/4 EHS A1b T3a 34.98 6.42 18 3/4 EHS A1 T3b 34.98 5.75 16 3/4 EHS A1a T3b 34.98 6.1 17 215.85 7/8 EHS A1b T4 47.82 8.28 17 7/8 EHS A1 T4 47.82 7.35 15 7/8 EHS A1a T4a 47.82 7.81 16 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1b T4a 47.82 8.28 17 7/8 EHS A1 T4b 47.82 7.35 15 7/8 EHS A1a T4b 47.82 7.83 16 268.05 1 EHS A1b T5 62.7 10.49 17 1 EHS A1 T5 62.7 9.47 15 1 EHS A1b T5a 62.7 10.48 17 1 EHS A1a T5a 62.7 9.96 16 1 EHS A1a T5b 62.7 10.01 16 1 EHS A1 T5b 62.7 9.49 15 315.85 1 EHS A1 112 62.7 9.52 15 1 EHS A1b 112a 62.7 10.3 16 1 EHS A1a 112b 62.7 9.92 16 1.2D + 1.0Ev + 1.0Eh Normal 51.95 7/8 EHS A1 20 47.82 7.8 16 7/8 EHS A1b 20a 47.82 7.89 16 7/8 EHS A1a 20b 47.82 7.89 16 111.95 1 EHS A1 41 62.7 9.85 16 1 EHS A1b 41a 62.7 10.04 16 1 EHS A1a 41b 62.7 10.04 16 168.05 3/4 EHS A1 T3 34.98 5.14 15 3/4 EHS A1b T3 34.98 5.31 15 3/4 EHS A1a T3a 34.98 5.31 15 3/4 EHS A1b T3a 34.98 5.31 15 3/4 EHS A1a T3b 34.98 5.31 15 3/4 EHS A1 T3b 34.98 5.14 15 215.85 7/8 EHS A1 T4 47.82 6.72 14 7/8 EHS A1b T4 47.82 7.03 15 7/8 EHS A1a T4a 47.82 7.04 15 7/8 EHS A1b T4a 47.82 7.04 15 7/8 EHS A1 T4b 47.82 6.72 14 7/8 EHS A1a T4b 47.82 7.03 15 268.05 1 EHS A1b T5 62.7 9.35 15 1 EHS A1 T5 62.7 8.92 14 1 EHS A1b T5a 62.7 9.35 15 1 EHS A1a T5a 62.7 9.35 15 1 EHS A1a T5b 62.7 9.35 15 1 EHS A1 T5b 62.7 8.92 14 315.85 1 EHS A1 112 62.7 9.02 14 1 EHS A1b 112a 62.7 9.39 15 1 EHS A1a 112b 62.7 9.39 15 1.2D + 1.0Ev + 1.0Eh 60° 51.95 7/8 EHS A1 20 47.82 7.83 16 7/8 EHS A1b 20a 47.82 7.83 16 7/8 EHS A1a 20b 47.82 7.92 17 111.95 1 EHS A1 41 62.7 9.91 16 1 EHS A1b 41a 62.7 9.91 16 1 EHS A1a 41b 62.7 10.1 16 168.05 3/4 EHS A1 T3 34.98 5.2 15 3/4 EHS A1b T3 34.98 5.2 15 3/4 EHS A1a T3a 34.98 5.36 15 3/4 EHS A1b T3a 34.98 5.2 15 3/4 EHS A1 T3b 34.98 5.2 15 3/4 EHS A1a T3b 34.98 5.36 15 215.85 7/8 EHS A1b T4 47.82 6.82 14 7/8 EHS A1 T4 47.82 6.82 14 7/8 EHS A1a T4a 47.82 7.14 15 7/8 EHS A1b T4a 47.82 6.83 14 7/8 EHS A1a T4b 47.82 7.14 15 7/8 EHS A1 T4b 47.82 6.83 14 268.05 1 EHS A1b T5 62.7 9.06 14 1 EHS A1 T5 62.7 9.06 14 1 EHS A1b T5a 62.7 9.06 14 1 EHS A1a T5a 62.7 9.49 15 1 EHS A1 T5b 62.7 9.06 14 1 EHS A1a T5b 62.7 9.49 15 315.85 1 EHS A1 112 62.7 9.15 15 1 EHS A1b 112a 62.7 9.15 15 1 EHS A1a 112b 62.7 9.51 15 1.2D + 1.0Ev + 1.0Eh 90° 51.95 7/8 EHS A1 20 47.82 7.86 16 7/8 EHS A1b 20a 47.82 7.81 16 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1a 20b 47.82 7.91 17 111.95 1 EHS A1 41 62.7 9.97 16 1 EHS A1b 41a 62.7 9.87 16 1 EHS A1a 41b 62.7 10.08 16 168.05 3/4 EHS A1 T3 34.98 5.25 15 3/4 EHS A1b T3 34.98 5.16 15 3/4 EHS A1a T3a 34.98 5.35 15 3/4 EHS A1b T3a 34.98 5.16 15 3/4 EHS A1 T3b 34.98 5.25 15 3/4 EHS A1a T3b 34.98 5.35 15 215.85 7/8 EHS A1b T4 47.82 6.75 14 7/8 EHS A1 T4 47.82 6.93 14 7/8 EHS A1a T4a 47.82 7.11 15 7/8 EHS A1b T4a 47.82 6.75 14 7/8 EHS A1 T4b 47.82 6.93 14 7/8 EHS A1a T4b 47.82 7.11 15 268.05 1 EHS A1 T5 62.7 9.21 15 1 EHS A1b T5 62.7 8.96 14 1 EHS A1a T5a 62.7 9.45 15 1 EHS A1b T5a 62.7 8.96 14 1 EHS A1a T5b 62.7 9.45 15 1 EHS A1 T5b 62.7 9.21 15 315.85 1 EHS A1 112 62.7 9.27 15 1 EHS A1b 112a 62.7 9.06 14 1 EHS A1a 112b 62.7 9.48 15 1.2D + 1.0Ev + 1.0Eh 120° 51.95 7/8 EHS A1 20 47.82 7.89 16 7/8 EHS A1b 20a 47.82 7.8 16 7/8 EHS A1a 20b 47.82 7.89 16 111.95 1 EHS A1 41 62.7 10.04 16 1 EHS A1b 41a 62.7 9.85 16 1 EHS A1a 41b 62.7 10.04 16 168.05 3/4 EHS A1b T3 34.98 5.14 15 3/4 EHS A1 T3 34.98 5.31 15 3/4 EHS A1b T3a 34.98 5.14 15 3/4 EHS A1a T3a 34.98 5.31 15 3/4 EHS A1a T3b 34.98 5.31 15 3/4 EHS A1 T3b 34.98 5.31 15 215.85 7/8 EHS A1b T4 47.82 6.72 14 7/8 EHS A1 T4 47.82 7.03 15 7/8 EHS A1a T4a 47.82 7.03 15 7/8 EHS A1b T4a 47.82 6.72 14 7/8 EHS A1a T4b 47.82 7.04 15 7/8 EHS A1 T4b 47.82 7.04 15 268.05 1 EHS A1b T5 62.7 8.92 14 1 EHS A1 T5 62.7 9.35 15 1 EHS A1b T5a 62.7 8.92 14 1 EHS A1a T5a 62.7 9.35 15 1 EHS A1a T5b 62.7 9.35 15 1 EHS A1 T5b 62.7 9.35 15 315.85 1 EHS A1 112 62.7 9.39 15 1 EHS A1b 112a 62.7 9.02 14 1 EHS A1a 112b 62.7 9.39 15 1.2D + 1.0Ev + 1.0Eh 180° 51.95 7/8 EHS A1 20 47.82 7.92 17 7/8 EHS A1b 20a 47.82 7.83 16 7/8 EHS A1a 20b 47.82 7.83 16 111.95 1 EHS A1 41 62.7 10.1 16 1 EHS A1b 41a 62.7 9.91 16 1 EHS A1a 41b 62.7 9.91 16 168.05 3/4 EHS A1b T3 34.98 5.2 15 3/4 EHS A1 T3 34.98 5.36 15 3/4 EHS A1a T3a 34.98 5.2 15 3/4 EHS A1b T3a 34.98 5.2 15 3/4 EHS A1 T3b 34.98 5.36 15 3/4 EHS A1a T3b 34.98 5.2 15 215.85 7/8 EHS A1b T4 47.82 6.83 14 7/8 EHS A1 T4 47.82 7.14 15 7/8 EHS A1a T4a 47.82 6.82 14 7/8 EHS A1b T4a 47.82 6.82 14 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1a T4b 47.82 6.83 14 7/8 EHS A1 T4b 47.82 7.14 15 268.05 1 EHS A1b T5 62.7 9.06 14 1 EHS A1 T5 62.7 9.49 15 1 EHS A1b T5a 62.7 9.06 14 1 EHS A1a T5a 62.7 9.06 14 1 EHS A1a T5b 62.7 9.06 14 1 EHS A1 T5b 62.7 9.49 15 315.85 1 EHS A1 112 62.7 9.51 15 1 EHS A1b 112a 62.7 9.15 15 1 EHS A1a 112b 62.7 9.15 15 1.2D + 1.0Ev + 1.0Eh 210° 51.95 7/8 EHS A1 20 47.82 7.91 17 7/8 EHS A1b 20a 47.82 7.86 16 7/8 EHS A1a 20b 47.82 7.81 16 111.95 1 EHS A1 41 62.7 10.08 16 1 EHS A1b 41a 62.7 9.97 16 1 EHS A1a 41b 62.7 9.87 16 168.05 3/4 EHS A1 T3 34.98 5.35 15 3/4 EHS A1b T3 34.98 5.25 15 3/4 EHS A1b T3a 34.98 5.25 15 3/4 EHS A1a T3a 34.98 5.16 15 3/4 EHS A1 T3b 34.98 5.35 15 3/4 EHS A1a T3b 34.98 5.16 15 215.85 7/8 EHS A1 T4 47.82 7.11 15 7/8 EHS A1b T4 47.82 6.93 14 7/8 EHS A1b T4a 47.82 6.93 14 7/8 EHS A1a T4a 47.82 6.75 14 7/8 EHS A1 T4b 47.82 7.11 15 7/8 EHS A1a T4b 47.82 6.75 14 268.05 1 EHS A1 T5 62.7 9.45 15 1 EHS A1b T5 62.7 9.21 15 1 EHS A1a T5a 62.7 8.96 14 1 EHS A1b T5a 62.7 9.21 15 1 EHS A1 T5b 62.7 9.45 15 1 EHS A1a T5b 62.7 8.96 14 315.85 1 EHS A1 112 62.7 9.48 15 1 EHS A1b 112a 62.7 9.27 15 1 EHS A1a 112b 62.7 9.06 14 1.2D + 1.0Ev + 1.0Eh 240° 51.95 7/8 EHS A1 20 47.82 7.89 16 7/8 EHS A1b 20a 47.82 7.89 16 7/8 EHS A1a 20b 47.82 7.8 16 111.95 1 EHS A1 41 62.7 10.04 16 1 EHS A1b 41a 62.7 10.04 16 1 EHS A1a 41b 62.7 9.85 16 168.05 3/4 EHS A1 T3 34.98 5.31 15 3/4 EHS A1b T3 34.98 5.31 15 3/4 EHS A1a T3a 34.98 5.14 15 3/4 EHS A1b T3a 34.98 5.31 15 3/4 EHS A1 T3b 34.98 5.31 15 3/4 EHS A1a T3b 34.98 5.14 15 215.85 7/8 EHS A1b T4 47.82 7.04 15 7/8 EHS A1 T4 47.82 7.04 15 7/8 EHS A1a T4a 47.82 6.72 14 7/8 EHS A1b T4a 47.82 7.03 15 7/8 EHS A1a T4b 47.82 6.72 14 7/8 EHS A1 T4b 47.82 7.03 15 268.05 1 EHS A1b T5 62.7 9.35 15 1 EHS A1 T5 62.7 9.35 15 1 EHS A1b T5a 62.7 9.35 15 1 EHS A1a T5a 62.7 8.92 14 1 EHS A1 T5b 62.7 9.35 15 1 EHS A1a T5b 62.7 8.92 14 315.85 1 EHS A1 112 62.7 9.39 15 1 EHS A1b 112a 62.7 9.39 15 1 EHS A1a 112b 62.7 9.02 14 1.2D + 1.0Ev + 1.0Eh 300° 51.95 7/8 EHS A1 20 47.82 7.83 16 7/8 EHS A1b 20a 47.82 7.92 17 7/8 EHS A1a 20b 47.82 7.83 16 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 111.95 1 EHS A1 41 62.7 9.91 16 1 EHS A1b 41a 62.7 10.1 16 1 EHS A1a 41b 62.7 9.91 16 168.05 3/4 EHS A1b T3 34.98 5.36 15 3/4 EHS A1 T3 34.98 5.2 15 3/4 EHS A1b T3a 34.98 5.36 15 3/4 EHS A1a T3a 34.98 5.2 15 3/4 EHS A1a T3b 34.98 5.2 15 3/4 EHS A1 T3b 34.98 5.2 15 215.85 7/8 EHS A1 T4 47.82 6.83 14 7/8 EHS A1b T4 47.82 7.14 15 7/8 EHS A1b T4a 47.82 7.14 15 7/8 EHS A1a T4a 47.82 6.83 14 7/8 EHS A1 T4b 47.82 6.82 14 7/8 EHS A1a T4b 47.82 6.82 14 268.05 1 EHS A1b T5 62.7 9.49 15 1 EHS A1 T5 62.7 9.06 14 1 EHS A1a T5a 62.7 9.06 14 1 EHS A1b T5a 62.7 9.49 15 1 EHS A1a T5b 62.7 9.06 14 1 EHS A1 T5b 62.7 9.06 14 315.85 1 EHS A1 112 62.7 9.15 15 1 EHS A1b 112a 62.7 9.51 15 1 EHS A1a 112b 62.7 9.15 15 1.2D + 1.0Ev + 1.0Eh 330° 51.95 7/8 EHS A1 20 47.82 7.81 16 7/8 EHS A1b 20a 47.82 7.91 17 7/8 EHS A1a 20b 47.82 7.86 16 111.95 1 EHS A1 41 62.7 9.87 16 1 EHS A1b 41a 62.7 10.08 16 1 EHS A1a 41b 62.7 9.97 16 168.05 3/4 EHS A1b T3 34.98 5.35 15 3/4 EHS A1 T3 34.98 5.16 15 3/4 EHS A1b T3a 34.98 5.35 15 3/4 EHS A1a T3a 34.98 5.25 15 3/4 EHS A1 T3b 34.98 5.16 15 3/4 EHS A1a T3b 34.98 5.25 15 215.85 7/8 EHS A1b T4 47.82 7.11 15 7/8 EHS A1 T4 47.82 6.75 14 7/8 EHS A1b T4a 47.82 7.11 15 7/8 EHS A1a T4a 47.82 6.93 14 7/8 EHS A1 T4b 47.82 6.75 14 7/8 EHS A1a T4b 47.82 6.93 14 268.05 1 EHS A1 T5 62.7 8.96 14 1 EHS A1b T5 62.7 9.45 15 1 EHS A1b T5a 62.7 9.45 15 1 EHS A1a T5a 62.7 9.21 15 1 EHS A1 T5b 62.7 8.96 14 1 EHS A1a T5b 62.7 9.21 15 315.85 1 EHS A1 112 62.7 9.06 14 1 EHS A1b 112a 62.7 9.48 15 1 EHS A1a 112b 62.7 9.27 15 1.0D + 1.0W Service Normal 51.95 7/8 EHS A1 20 47.82 6.4 13 7/8 EHS A1b 20a 47.82 8.77 18 7/8 EHS A1a 20b 47.82 8.77 18 111.95 1 EHS A1 41 62.7 7.93 13 1 EHS A1b 41a 62.7 11.25 18 1 EHS A1a 41b 62.7 11.25 18 168.05 3/4 EHS A1 T3 34.98 4.02 11 3/4 EHS A1b T3 34.98 6.16 18 3/4 EHS A1a T3a 34.98 6.11 17 3/4 EHS A1b T3a 34.98 6.11 17 3/4 EHS A1a T3b 34.98 6.16 18 3/4 EHS A1 T3b 34.98 4.02 11 215.85 7/8 EHS A1 T4 47.82 5.18 11 7/8 EHS A1b T4 47.82 8.18 17 7/8 EHS A1a T4a 47.82 8.14 17 7/8 EHS A1b T4a 47.82 8.14 17 7/8 EHS A1 T4b 47.82 5.18 11 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 7/8 EHS A1a T4b 47.82 8.18 17 268.05 1 EHS A1b T5 62.7 10.64 17 1 EHS A1 T5 62.7 7.22 12 1 EHS A1b T5a 62.7 10.55 17 1 EHS A1a T5a 62.7 10.55 17 1 EHS A1a T5b 62.7 10.64 17 1 EHS A1 T5b 62.7 7.22 12 315.85 1 EHS A1 112 62.7 7.76 12 1 EHS A1b 112a 62.7 10.57 17 1 EHS A1a 112b 62.7 10.57 17 1.0D + 1.0W Service 60° 51.95 7/8 EHS A1 20 47.82 7.15 15 7/8 EHS A1b 20a 47.82 7.15 15 7/8 EHS A1a 20b 47.82 9.47 20 111.95 1 EHS A1 41 62.7 8.93 14 1 EHS A1b 41a 62.7 8.93 14 1 EHS A1a 41b 62.7 12.31 20 168.05 3/4 EHS A1b T3 34.98 4.74 14 3/4 EHS A1 T3 34.98 4.74 14 3/4 EHS A1b T3a 34.98 4.67 13 3/4 EHS A1a T3a 34.98 6.76 19 3/4 EHS A1 T3b 34.98 4.67 13 3/4 EHS A1a T3b 34.98 6.76 19 215.85 7/8 EHS A1b T4 47.82 6.19 13 7/8 EHS A1 T4 47.82 6.19 13 7/8 EHS A1a T4a 47.82 9.11 19 7/8 EHS A1b T4a 47.82 6.13 13 7/8 EHS A1 T4b 47.82 6.13 13 7/8 EHS A1a T4b 47.82 9.11 19 268.05 1 EHS A1b T5 62.7 8.4 13 1 EHS A1 T5 62.7 8.4 13 1 EHS A1b T5a 62.7 8.28 13 1 EHS A1a T5a 62.7 11.7 19 1 EHS A1 T5b 62.7 8.28 13 1 EHS A1a T5b 62.7 11.7 19 315.85 1 EHS A1 112 62.7 8.73 14 1 EHS A1b 112a 62.7 8.72 14 1 EHS A1a 112b 62.7 11.45 18 1.0D + 1.0W Service 90° 51.95 7/8 EHS A1 20 47.82 7.96 17 7/8 EHS A1b 20a 47.82 6.59 14 7/8 EHS A1a 20b 47.82 9.29 19 111.95 1 EHS A1 41 62.7 10.05 16 1 EHS A1b 41a 62.7 8.19 13 1 EHS A1a 41b 62.7 12.04 19 168.05 3/4 EHS A1 T3 34.98 5.47 16 3/4 EHS A1b T3 34.98 4.2 12 3/4 EHS A1a T3a 34.98 6.6 19 3/4 EHS A1b T3a 34.98 4.18 12 3/4 EHS A1 T3b 34.98 5.39 15 3/4 EHS A1a T3b 34.98 6.59 19 215.85 7/8 EHS A1b T4 47.82 5.45 11 7/8 EHS A1 T4 47.82 7.19 15 7/8 EHS A1a T4a 47.82 8.85 19 7/8 EHS A1b T4a 47.82 5.43 11 7/8 EHS A1 T4b 47.82 7.11 15 7/8 EHS A1a T4b 47.82 8.86 19 268.05 1 EHS A1 T5 62.7 9.52 15 1 EHS A1b T5 62.7 7.55 12 1 EHS A1a T5a 62.7 11.42 18 1 EHS A1b T5a 62.7 7.5 12 1 EHS A1a T5b 62.7 11.39 18 1 EHS A1 T5b 62.7 9.38 15 315.85 1 EHS A1 112 62.7 9.66 15 1 EHS A1b 112a 62.7 8.02 13 1 EHS A1a 112b 62.7 11.22 18 1.0D + 1.0W Service 120° 51.95 7/8 EHS A1 20 47.82 8.77 18 7/8 EHS A1b 20a 47.82 6.4 13 7/8 EHS A1a 20b 47.82 8.77 18 111.95 1 EHS A1 41 62.7 11.25 18 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1 EHS A1b 41a 62.7 7.93 13 1 EHS A1a 41b 62.7 11.25 18 168.05 3/4 EHS A1b T3 34.98 4.02 11 3/4 EHS A1 T3 34.98 6.16 18 3/4 EHS A1b T3a 34.98 4.02 11 3/4 EHS A1a T3a 34.98 6.16 18 3/4 EHS A1a T3b 34.98 6.11 17 3/4 EHS A1 T3b 34.98 6.11 17 215.85 7/8 EHS A1b T4 47.82 5.18 11 7/8 EHS A1 T4 47.82 8.18 17 7/8 EHS A1a T4a 47.82 8.18 17 7/8 EHS A1b T4a 47.82 5.18 11 7/8 EHS A1a T4b 47.82 8.14 17 7/8 EHS A1 T4b 47.82 8.14 17 268.05 1 EHS A1b T5 62.7 7.22 12 1 EHS A1 T5 62.7 10.64 17 1 EHS A1b T5a 62.7 7.22 12 1 EHS A1a T5a 62.7 10.64 17 1 EHS A1a T5b 62.7 10.55 17 1 EHS A1 T5b 62.7 10.55 17 315.85 1 EHS A1 112 62.7 10.57 17 1 EHS A1b 112a 62.7 7.76 12 1 EHS A1a 112b 62.7 10.58 17 1.0D + 1.0W Service 180° 51.95 7/8 EHS A1 20 47.82 9.47 20 7/8 EHS A1b 20a 47.82 7.15 15 7/8 EHS A1a 20b 47.82 7.15 15 111.95 1 EHS A1 41 62.7 12.31 20 1 EHS A1b 41a 62.7 8.93 14 1 EHS A1a 41b 62.7 8.93 14 168.05 3/4 EHS A1b T3 34.98 4.67 13 3/4 EHS A1 T3 34.98 6.76 19 3/4 EHS A1a T3a 34.98 4.74 14 3/4 EHS A1b T3a 34.98 4.74 14 3/4 EHS A1 T3b 34.98 6.76 19 3/4 EHS A1a T3b 34.98 4.67 13 215.85 7/8 EHS A1b T4 47.82 6.13 13 7/8 EHS A1 T4 47.82 9.11 19 7/8 EHS A1a T4a 47.82 6.19 13 7/8 EHS A1b T4a 47.82 6.19 13 7/8 EHS A1 T4b 47.82 9.11 19 7/8 EHS A1a T4b 47.82 6.13 13 268.05 1 EHS A1b T5 62.7 8.28 13 1 EHS A1 T5 62.7 11.7 19 1 EHS A1b T5a 62.7 8.4 13 1 EHS A1a T5a 62.7 8.4 13 1 EHS A1a T5b 62.7 8.28 13 1 EHS A1 T5b 62.7 11.7 19 315.85 1 EHS A1 112 62.7 11.44 18 1 EHS A1b 112a 62.7 8.73 14 1 EHS A1a 112b 62.7 8.73 14 1.0D + 1.0W Service 210° 51.95 7/8 EHS A1 20 47.82 9.29 19 7/8 EHS A1b 20a 47.82 7.96 17 7/8 EHS A1a 20b 47.82 6.59 14 111.95 1 EHS A1 41 62.7 12.04 19 1 EHS A1b 41a 62.7 10.05 16 1 EHS A1a 41b 62.7 8.19 13 168.05 3/4 EHS A1b T3 34.98 5.39 15 3/4 EHS A1 T3 34.98 6.6 19 3/4 EHS A1a T3a 34.98 4.2 12 3/4 EHS A1b T3a 34.98 5.47 16 3/4 EHS A1a T3b 34.98 4.18 12 3/4 EHS A1 T3b 34.98 6.6 19 215.85 7/8 EHS A1b T4 47.82 7.11 15 7/8 EHS A1 T4 47.82 8.86 19 7/8 EHS A1b T4a 47.82 7.18 15 7/8 EHS A1a T4a 47.82 5.44 11 7/8 EHS A1a T4b 47.82 5.43 11 7/8 EHS A1 T4b 47.82 8.85 19 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 268.05 1 EHS A1 T5 62.7 11.39 18 1 EHS A1b T5 62.7 9.38 15 1 EHS A1b T5a 62.7 9.52 15 1 EHS A1a T5a 62.7 7.55 12 1 EHS A1 T5b 62.7 11.42 18 1 EHS A1a T5b 62.7 7.5 12 315.85 1 EHS A1 112 62.7 11.22 18 1 EHS A1b 112a 62.7 9.66 15 1 EHS A1a 112b 62.7 8.03 13 1.0D + 1.0W Service 240° 51.95 7/8 EHS A1 20 47.82 8.77 18 7/8 EHS A1b 20a 47.82 8.77 18 7/8 EHS A1a 20b 47.82 6.4 13 111.95 1 EHS A1 41 62.7 11.25 18 1 EHS A1b 41a 62.7 11.25 18 1 EHS A1a 41b 62.7 7.93 13 168.05 3/4 EHS A1b T3 34.98 6.11 17 3/4 EHS A1 T3 34.98 6.11 17 3/4 EHS A1b T3a 34.98 6.16 18 3/4 EHS A1a T3a 34.98 4.02 11 3/4 EHS A1 T3b 34.98 6.16 18 3/4 EHS A1a T3b 34.98 4.02 11 215.85 7/8 EHS A1b T4 47.82 8.14 17 7/8 EHS A1 T4 47.82 8.14 17 7/8 EHS A1a T4a 47.82 5.18 11 7/8 EHS A1b T4a 47.82 8.18 17 7/8 EHS A1 T4b 47.82 8.18 17 7/8 EHS A1a T4b 47.82 5.18 11 268.05 1 EHS A1b T5 62.7 10.55 17 1 EHS A1 T5 62.7 10.55 17 1 EHS A1b T5a 62.7 10.64 17 1 EHS A1a T5a 62.7 7.22 12 1 EHS A1 T5b 62.7 10.64 17 1 EHS A1a T5b 62.7 7.22 12 315.85 1 EHS A1 112 62.7 10.57 17 1 EHS A1b 112a 62.7 10.58 17 1 EHS A1a 112b 62.7 7.76 12 1.0D + 1.0W Service 300° 51.95 7/8 EHS A1 20 47.82 7.15 15 7/8 EHS A1b 20a 47.82 9.47 20 7/8 EHS A1a 20b 47.82 7.15 15 111.95 1 EHS A1 41 62.7 8.93 14 1 EHS A1b 41a 62.7 12.31 20 1 EHS A1a 41b 62.7 8.93 14 168.05 3/4 EHS A1b T3 34.98 6.76 19 3/4 EHS A1 T3 34.98 4.67 13 3/4 EHS A1b T3a 34.98 6.76 19 3/4 EHS A1a T3a 34.98 4.67 13 3/4 EHS A1a T3b 34.98 4.74 14 3/4 EHS A1 T3b 34.98 4.74 14 215.85 7/8 EHS A1 T4 47.82 6.13 13 7/8 EHS A1b T4 47.82 9.11 19 7/8 EHS A1b T4a 47.82 9.11 19 7/8 EHS A1a T4a 47.82 6.13 13 7/8 EHS A1a T4b 47.82 6.19 13 7/8 EHS A1 T4b 47.82 6.19 13 268.05 1 EHS A1b T5 62.7 11.7 19 1 EHS A1 T5 62.7 8.28 13 1 EHS A1b T5a 62.7 11.7 19 1 EHS A1a T5a 62.7 8.28 13 1 EHS A1a T5b 62.7 8.4 13 1 EHS A1 T5b 62.7 8.4 13 315.85 1 EHS A1 112 62.7 8.73 14 1 EHS A1b 112a 62.7 11.45 18 1 EHS A1a 112b 62.7 8.72 14 1.0D + 1.0W Service 330° 51.95 7/8 EHS A1 20 47.82 6.59 14 7/8 EHS A1b 20a 47.82 9.29 19 7/8 EHS A1a 20b 47.82 7.96 17 111.95 1 EHS A1 41 62.7 8.19 13 1 EHS A1b 41a 62.7 12.04 19 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DETAILED CABLE FORCES Load Case Elev (ft)Cable Anchor Node Tower Node Allow Tension (kip) Applied Tension (kip)Use% 1 EHS A1a 41b 62.7 10.05 16 168.05 3/4 EHS A1 T3 34.98 4.18 12 3/4 EHS A1b T3 34.98 6.6 19 3/4 EHS A1a T3a 34.98 5.39 15 3/4 EHS A1b T3a 34.98 6.59 19 3/4 EHS A1 T3b 34.98 4.19 12 3/4 EHS A1a T3b 34.98 5.47 16 215.85 7/8 EHS A1b T4 47.82 8.85 19 7/8 EHS A1 T4 47.82 5.43 11 7/8 EHS A1a T4a 47.82 7.11 15 7/8 EHS A1b T4a 47.82 8.86 19 7/8 EHS A1 T4b 47.82 5.44 11 7/8 EHS A1a T4b 47.82 7.19 15 268.05 1 EHS A1b T5 62.7 11.42 18 1 EHS A1 T5 62.7 7.5 12 1 EHS A1a T5a 62.7 9.38 15 1 EHS A1b T5a 62.7 11.39 18 1 EHS A1 T5b 62.7 7.55 12 1 EHS A1a T5b 62.7 9.52 15 315.85 1 EHS A1 112 62.7 8.03 13 1 EHS A1b 112a 62.7 11.22 18 1 EHS A1a 112b 62.7 9.66 15 MAXIMUM CABLE FORCES SUMMARY Load Case Elevation (ft)Cable Anchor Node Tower Node Allowed Tension (kip) Applied Tension (kip)Use (%) 1.2D + 1.0W 60°51.95 7/8 EHS A1a 20b 47.82 21.06 44 1.2D + 1.0W 60°111.95 1 EHS A1a 41b 62.70 29.37 47 1.2D + 1.0W 60°168.05 3/4 EHS A1a T3a 34.98 18.32 52 1.2D + 1.0W 60°215.85 7/8 EHS A1a T4a 47.82 26.64 56 1.2D + 1.0W 60°268.05 1 EHS A1a T5a 62.70 31.90 51 1.2D + 1.0W 60°315.85 1 EHS A1a 112b 62.70 29.09 46 MAXIMUM TORQUE ARM STRESS SUMMARY Load Case Elevation (ft)Member Type Compression %Tension % 1.2D + 1.0W 120°52.00 PL 4 x 0.5"Horiz 0 19 1.2D + 1.0W Normal 112.00 PL 4 x 0.5"Horiz 0 22 1.2D + 1.0W 60°168.00 3X3X0.25 Kicker 65 0 1.2D + 1.0W Normal 168.00 3X3X0.25 Horiz 0 31 1.2D + 1.0W 60°216.00 3X3X0.25 Kicker 82 0 1.2D + 1.0W 90°216.00 3X3X0.25 Horiz 0 52 1.2D + 1.0W 60°268.00 3X3X0.25 Kicker 65 0 1.2D + 1.0W Normal 268.00 3X3X0.25 Horiz 0 29 1.2D + 1.0W Normal 316.00 PL 4 x 0.5"Horiz 0 13 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W Normal 150 mph wind with no ice 6.00 0.0494 -0.0228 0.7756 0.7758 1.2D + 1.0W Normal 150 mph wind with no ice 168.05 0.6896 0.0012 0.2047 0.2047 1.2D + 1.0W Normal 150 mph wind with no ice 215.85 0.9371 0.0064 0.3474 0.3475 1.2D + 1.0W Normal 150 mph wind with no ice 235.85 1.0911 0.0018 0.3560 0.356 1.2D + 1.0W Normal 150 mph wind with no ice 239.75 1.1142 0.0013 0.3505 0.3505 1.2D + 1.0W Normal 150 mph wind with no ice 260.25 1.1994 0.0012 0.1241 0.1241 1.2D + 1.0W Normal 150 mph wind with no ice 268.05 1.2183 0.0090 0.1586 0.1589 1.2D + 1.0W Normal 150 mph wind with no ice 275.85 1.2433 0.0018 0.1444 0.1444 1.2D + 1.0W Normal 150 mph wind with no ice 288.05 1.2764 0.0067 0.0298 0.0298 1.2D + 1.0W Normal 150 mph wind with no ice 295.85 1.2726 0.0057 0.0466 0.0469 1.2D + 1.0W 60° 150 mph wind with no ice 6.00 0.0406 0.0221 0.6215 0.6219 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W 60° 150 mph wind with no ice 168.05 0.571 -0.0130 0.1603 0.1608 1.2D + 1.0W 60° 150 mph wind with no ice 215.85 0.7569 -0.0150 0.2885 0.2885 1.2D + 1.0W 60° 150 mph wind with no ice 235.85 0.8961 -0.0016 0.3001 0.3001 1.2D + 1.0W 60° 150 mph wind with no ice 239.75 0.9161 -0.0017 0.3092 0.3092 1.2D + 1.0W 60° 150 mph wind with no ice 260.25 0.9916 -0.0016 0.1125 0.1125 1.2D + 1.0W 60° 150 mph wind with no ice 268.05 1.0094 -0.0100 0.1579 0.1582 1.2D + 1.0W 60° 150 mph wind with no ice 275.85 1.0356 -0.0015 0.1533 0.1533 1.2D + 1.0W 60° 150 mph wind with no ice 288.05 1.0747 -0.0030 0.1220 0.122 1.2D + 1.0W 60° 150 mph wind with no ice 295.85 1.0749 -0.0047 0.0145 0.0145 1.2D + 1.0W 90° 150 mph wind with no ice 6.00 0.0593 0.4515 0.7098 0.8412 1.2D + 1.0W 90° 150 mph wind with no ice 168.05 0.639 0.1048 0.2138 0.2334 1.2D + 1.0W 90° 150 mph wind with no ice 215.85 0.8632 0.1308 0.3180 0.3415 1.2D + 1.0W 90° 150 mph wind with no ice 235.85 1.0037 -0.0781 0.3335 0.3417 1.2D + 1.0W 90° 150 mph wind with no ice 239.75 1.0251 -0.0688 0.3338 0.3403 1.2D + 1.0W 90° 150 mph wind with no ice 260.25 1.1038 -0.0226 0.1334 0.1349 1.2D + 1.0W 90° 150 mph wind with no ice 268.05 1.1214 -0.0233 0.1575 0.1592 1.2D + 1.0W 90° 150 mph wind with no ice 275.85 1.1465 -0.0109 0.1470 0.1474 1.2D + 1.0W 90° 150 mph wind with no ice 288.05 1.1808 -0.0159 0.1232 0.1239 1.2D + 1.0W 90° 150 mph wind with no ice 295.85 1.1786 0.0134 0.0404 0.041 1.2D + 1.0W 120° 150 mph wind with no ice 6.00 0.0522 0.1746 0.7773 0.7945 1.2D + 1.0W 120° 150 mph wind with no ice 168.05 0.6894 -0.0043 0.2042 0.2042 1.2D + 1.0W 120° 150 mph wind with no ice 215.85 0.9366 -0.0073 0.3474 0.3475 1.2D + 1.0W 120° 150 mph wind with no ice 235.85 1.0906 -0.0021 0.3565 0.3566 1.2D + 1.0W 120° 150 mph wind with no ice 239.75 1.1138 -0.0015 0.3510 0.351 1.2D + 1.0W 120° 150 mph wind with no ice 260.25 1.1994 -0.0013 0.1258 0.1258 1.2D + 1.0W 120° 150 mph wind with no ice 268.05 1.2186 -0.0091 0.1609 0.1611 1.2D + 1.0W 120° 150 mph wind with no ice 275.85 1.244 -0.0018 0.1468 0.1468 1.2D + 1.0W 120° 150 mph wind with no ice 288.05 1.278 -0.0074 0.0965 0.0965 1.2D + 1.0W 120° 150 mph wind with no ice 295.85 1.2749 -0.0072 0.0378 0.0385 1.2D + 1.0W 180° 150 mph wind with no ice 6.00 0.0406 0.0221 0.6215 0.6218 1.2D + 1.0W 180° 150 mph wind with no ice 168.05 0.5711 0.0129 0.1605 0.161 1.2D + 1.0W 180° 150 mph wind with no ice 215.85 0.7572 0.0148 0.2887 0.2887 1.2D + 1.0W 180° 150 mph wind with no ice 235.85 0.8965 0.0013 0.3000 0.3 1.2D + 1.0W 180° 150 mph wind with no ice 239.75 0.9165 0.0014 0.3093 0.3093 1.2D + 1.0W 180° 150 mph wind with no ice 260.25 0.9918 0.0012 0.1118 0.1118 1.2D + 1.0W 180° 150 mph wind with no ice 268.05 1.0095 0.0096 0.1567 0.157 1.2D + 1.0W 180° 150 mph wind with no ice 275.85 1.0355 0.0010 0.1520 0.152 1.2D + 1.0W 180° 150 mph wind with no ice 288.05 1.074 0.0016 0.0568 0.0568 1.2D + 1.0W 180° 150 mph wind with no ice 295.85 1.0736 0.0025 0.0202 0.0203 1.2D + 1.0W 210° 150 mph wind with no ice 6.00 0.0593 0.4515 0.7098 0.8412 1.2D + 1.0W 210° 150 mph wind with no ice 168.05 0.6392 0.1047 0.2141 0.2335 1.2D + 1.0W 210° 150 mph wind with no ice 215.85 0.8636 0.1302 0.3182 0.3414 1.2D + 1.0W 210° 150 mph wind with no ice 235.85 1.0041 -0.0794 0.3332 0.3417 1.2D + 1.0W 210° 150 mph wind with no ice 239.75 1.0256 -0.0702 0.3335 0.3403 1.2D + 1.0W 210° 150 mph wind with no ice 260.25 1.104 -0.0245 0.1321 0.134 1.2D + 1.0W 210° 150 mph wind with no ice 268.05 1.1214 -0.0252 0.1557 0.1577 1.2D + 1.0W 210° 150 mph wind with no ice 275.85 1.1463 -0.0132 0.1450 0.1456 1.2D + 1.0W 210° 150 mph wind with no ice 288.05 1.1799 -0.0196 0.0555 0.058 1.2D + 1.0W 210° 150 mph wind with no ice 295.85 1.1768 0.0084 0.0431 0.0431 1.2D + 1.0W 240° 150 mph wind with no ice 6.00 0.0522 -0.1746 0.7773 0.7945 1.2D + 1.0W 240° 150 mph wind with no ice 168.05 0.6894 0.0043 0.2042 0.2042 1.2D + 1.0W 240° 150 mph wind with no ice 215.85 0.9366 0.0073 0.3474 0.3475 1.2D + 1.0W 240° 150 mph wind with no ice 235.85 1.0906 0.0021 0.3565 0.3566 1.2D + 1.0W 240° 150 mph wind with no ice 239.75 1.1138 0.0015 0.3510 0.351 1.2D + 1.0W 240° 150 mph wind with no ice 260.25 1.1994 0.0013 0.1258 0.1258 1.2D + 1.0W 240° 150 mph wind with no ice 268.05 1.2186 0.0091 0.1609 0.1611 1.2D + 1.0W 240° 150 mph wind with no ice 275.85 1.244 0.0018 0.1468 0.1468 1.2D + 1.0W 240° 150 mph wind with no ice 288.05 1.278 0.0074 0.0965 0.0965 1.2D + 1.0W 240° 150 mph wind with no ice 295.85 1.2749 0.0073 0.0378 0.0385 1.2D + 1.0W 300° 150 mph wind with no ice 6.00 0.0406 -0.0221 0.6215 0.6219 1.2D + 1.0W 300° 150 mph wind with no ice 168.05 0.571 0.0130 0.1603 0.1608 1.2D + 1.0W 300° 150 mph wind with no ice 215.85 0.7569 0.0150 0.2885 0.2885 1.2D + 1.0W 300° 150 mph wind with no ice 235.85 0.8961 0.0016 0.3001 0.3001 1.2D + 1.0W 300° 150 mph wind with no ice 239.75 0.9161 0.0017 0.3092 0.3092 1.2D + 1.0W 300° 150 mph wind with no ice 260.25 0.9916 0.0016 0.1125 0.1125 1.2D + 1.0W 300° 150 mph wind with no ice 268.05 1.0094 0.0100 0.1579 0.1582 1.2D + 1.0W 300° 150 mph wind with no ice 275.85 1.0356 0.0015 0.1533 0.1533 1.2D + 1.0W 300° 150 mph wind with no ice 288.05 1.0747 0.0031 0.1220 0.122 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0W 300° 150 mph wind with no ice 295.85 1.0749 0.0047 0.0145 0.0145 1.2D + 1.0W 330° 150 mph wind with no ice 6.00 0.0593 0.4514 0.7098 0.8412 1.2D + 1.0W 330° 150 mph wind with no ice 168.05 0.6395 0.1048 0.2143 0.2338 1.2D + 1.0W 330° 150 mph wind with no ice 215.85 0.8639 0.1310 0.3180 0.3416 1.2D + 1.0W 330° 150 mph wind with no ice 235.85 1.0043 -0.0778 0.3330 0.3411 1.2D + 1.0W 330° 150 mph wind with no ice 239.75 1.0257 -0.0685 0.3334 0.3398 1.2D + 1.0W 330° 150 mph wind with no ice 260.25 1.104 -0.0223 0.1319 0.1335 1.2D + 1.0W 330° 150 mph wind with no ice 268.05 1.1213 -0.0229 0.1556 0.1572 1.2D + 1.0W 330° 150 mph wind with no ice 275.85 1.1461 -0.0105 0.1449 0.1453 1.2D + 1.0W 330° 150 mph wind with no ice 288.05 1.1795 -0.0138 0.0890 0.09 1.2D + 1.0W 330° 150 mph wind with no ice 295.85 1.1767 0.0167 0.0515 0.0525 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 6.00 0.0026 0.0001 0.2387 0.2387 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 168.05 0.0154 0.0003 0.0006 0.0006 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 215.85 0.0172 0.0004 0.0031 0.0032 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 235.85 0.0193 0.0001 0.0044 0.0044 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 239.75 0.0196 0.0001 0.0039 0.0039 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 260.25 0.0193 0.0001 0.0061 0.0061 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 268.05 0.0186 0.0004 0.0046 0.0046 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 275.85 0.0182 0.0001 0.0050 0.005 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 288.05 0.017 0.0001 0.0097 0.0097 1.2D + 1.0Di + 1.0Wi Normal 30 mph wind with 0" radial ice 295.85 0.0156 0.0001 0.0113 0.0113 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 6.00 0.0022 0.0001 0.2316 0.2316 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 168.05 0.016 0.0003 0.0008 0.0008 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 215.85 0.0182 0.0004 0.0036 0.0036 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 235.85 0.0204 0.0001 0.0050 0.005 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 239.75 0.0207 0.0001 0.0047 0.0047 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 260.25 0.0206 0.0001 0.0059 0.0059 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 268.05 0.02 0.0004 0.0039 0.004 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 275.85 0.0196 0.0001 0.0045 0.0045 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 288.05 0.0185 0.0001 0.0072 0.0072 1.2D + 1.0Di + 1.0Wi 60° 30 mph wind with 0" radial ice 295.85 0.0172 0.0001 0.0106 0.0106 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 6.00 0.0025 0.0033 0.2365 0.2365 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 168.05 0.0155 0.0014 0.0007 0.0015 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 215.85 0.0175 0.0012 0.0034 0.0036 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 235.85 0.0197 0.0012 0.0047 0.0049 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 239.75 0.02 0.0012 0.0044 0.0045 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 260.25 0.0198 0.0013 0.0060 0.0061 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 268.05 0.0191 0.0015 0.0043 0.0046 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 275.85 0.0188 0.0015 0.0048 0.005 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 288.05 0.0176 0.0018 0.0066 0.0068 1.2D + 1.0Di + 1.0Wi 90° 30 mph wind with 0" radial ice 295.85 0.0163 0.0020 0.0108 0.0109 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 6.00 0.0026 0.0002 0.2387 0.2387 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 168.05 0.0154 0.0003 0.0006 0.0006 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 215.85 0.0172 0.0004 0.0031 0.0032 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 235.85 0.0193 0.0001 0.0044 0.0044 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 239.75 0.0196 0.0001 0.0039 0.0039 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 260.25 0.0193 0.0001 0.0061 0.0061 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 268.05 0.0186 0.0004 0.0046 0.0046 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 275.85 0.0182 0.0001 0.0050 0.005 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 288.05 0.017 0.0001 0.0076 0.0076 1.2D + 1.0Di + 1.0Wi 120° 30 mph wind with 0" radial ice 295.85 0.0156 0.0001 0.0110 0.011 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 6.00 0.0022 0.0002 0.2317 0.2317 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 168.05 0.0161 0.0003 0.0008 0.0008 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 215.85 0.0184 0.0004 0.0037 0.0037 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 235.85 0.0207 0.0001 0.0052 0.0052 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 239.75 0.021 0.0001 0.0050 0.005 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 260.25 0.021 0.0001 0.0057 0.0057 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 268.05 0.0204 0.0004 0.0037 0.0037 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 275.85 0.0201 0.0001 0.0041 0.0041 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 288.05 0.0191 0.0001 0.0090 0.009 1.2D + 1.0Di + 1.0Wi 180° 30 mph wind with 0" radial ice 295.85 0.0178 0.0001 0.0106 0.0106 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 6.00 0.0025 0.0033 0.2365 0.2365 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 168.05 0.0155 0.0014 0.0007 0.0015 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 215.85 0.0175 0.0012 0.0034 0.0036 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 235.85 0.0197 0.0012 0.0047 0.0049 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 239.75 0.02 0.0012 0.0044 0.0045 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 260.25 0.0198 0.0013 0.0060 0.0061 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 268.05 0.0192 0.0015 0.0044 0.0046 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 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 275.85 0.0188 0.0015 0.0048 0.005 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 288.05 0.0176 0.0018 0.0090 0.0091 1.2D + 1.0Di + 1.0Wi 210° 30 mph wind with 0" radial ice 295.85 0.0162 0.0020 0.0111 0.0112 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 6.00 0.0026 -0.0002 0.2387 0.2387 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 168.05 0.0154 0.0003 0.0006 0.0006 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 215.85 0.0172 0.0004 0.0031 0.0032 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 235.85 0.0193 0.0001 0.0044 0.0044 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 239.75 0.0196 0.0001 0.0039 0.0039 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 260.25 0.0193 0.0001 0.0061 0.0061 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 268.05 0.0186 0.0004 0.0046 0.0046 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 275.85 0.0182 0.0001 0.0050 0.005 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 288.05 0.017 0.0001 0.0076 0.0076 1.2D + 1.0Di + 1.0Wi 240° 30 mph wind with 0" radial ice 295.85 0.0156 0.0001 0.0110 0.011 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 6.00 0.0022 0.0001 0.2316 0.2316 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 168.05 0.016 0.0003 0.0008 0.0008 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 215.85 0.0182 0.0004 0.0036 0.0036 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 235.85 0.0204 0.0001 0.0050 0.005 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 239.75 0.0207 0.0001 0.0047 0.0047 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 260.25 0.0206 0.0001 0.0059 0.0059 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 268.05 0.02 0.0004 0.0039 0.004 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 275.85 0.0196 0.0001 0.0045 0.0045 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 288.05 0.0185 0.0001 0.0072 0.0072 1.2D + 1.0Di + 1.0Wi 300° 30 mph wind with 0" radial ice 295.85 0.0172 0.0001 0.0106 0.0106 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 6.00 0.0025 0.0033 0.2365 0.2365 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 168.05 0.0155 0.0014 0.0007 0.0015 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 215.85 0.0175 0.0012 0.0034 0.0036 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 235.85 0.0197 0.0012 0.0047 0.0049 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 239.75 0.02 0.0012 0.0044 0.0045 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 260.25 0.0198 0.0013 0.0060 0.0061 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 268.05 0.0192 0.0015 0.0044 0.0046 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 275.85 0.0188 0.0015 0.0048 0.005 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 288.05 0.0176 0.0018 0.0090 0.0091 1.2D + 1.0Di + 1.0Wi 330° 30 mph wind with 0" radial ice 295.85 0.0162 0.0020 0.0111 0.0112 1.2D + 1.0Ev + 1.0Eh Normal Seismic 6.00 0.0016 0.0000 0.2102 0.2102 1.2D + 1.0Ev + 1.0Eh Normal Seismic 168.05 0.0061 0.0001 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh Normal Seismic 215.85 0.0105 0.0002 0.0068 0.0068 1.2D + 1.0Ev + 1.0Eh Normal Seismic 235.85 0.0133 0.0000 0.0074 0.0074 1.2D + 1.0Ev + 1.0Eh Normal Seismic 239.75 0.0137 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh Normal Seismic 260.25 0.0156 0.0000 0.0033 0.0033 1.2D + 1.0Ev + 1.0Eh Normal Seismic 268.05 0.0161 0.0002 0.0043 0.0043 1.2D + 1.0Ev + 1.0Eh Normal Seismic 275.85 0.0167 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh Normal Seismic 288.05 0.0174 0.0000 0.0023 0.0023 1.2D + 1.0Ev + 1.0Eh Normal Seismic 295.85 0.0176 0.0000 0.0012 0.0012 1.2D + 1.0Ev + 1.0Eh 60° Seismic 6.00 0.0016 0.0000 0.2094 0.2094 1.2D + 1.0Ev + 1.0Eh 60° Seismic 168.05 0.0059 0.0001 0.0041 0.0041 1.2D + 1.0Ev + 1.0Eh 60° Seismic 215.85 0.0104 0.0002 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 60° Seismic 235.85 0.0131 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 60° Seismic 239.75 0.0136 0.0000 0.0078 0.0078 1.2D + 1.0Ev + 1.0Eh 60° Seismic 260.25 0.0154 0.0000 0.0034 0.0034 1.2D + 1.0Ev + 1.0Eh 60° Seismic 268.05 0.0159 0.0002 0.0044 0.0044 1.2D + 1.0Ev + 1.0Eh 60° Seismic 275.85 0.0166 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 60° Seismic 288.05 0.0173 0.0000 0.0024 0.0024 1.2D + 1.0Ev + 1.0Eh 60° Seismic 295.85 0.0175 0.0000 0.0014 0.0014 1.2D + 1.0Ev + 1.0Eh 90° Seismic 6.00 0.0016 0.0000 0.2100 0.21 1.2D + 1.0Ev + 1.0Eh 90° Seismic 168.05 0.006 0.0001 0.0041 0.0041 1.2D + 1.0Ev + 1.0Eh 90° Seismic 215.85 0.0105 -0.0002 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 90° Seismic 235.85 0.0132 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 90° Seismic 239.75 0.0137 0.0000 0.0077 0.0077 1.2D + 1.0Ev + 1.0Eh 90° Seismic 260.25 0.0155 0.0000 0.0034 0.0034 1.2D + 1.0Ev + 1.0Eh 90° Seismic 268.05 0.016 -0.0002 0.0044 0.0044 1.2D + 1.0Ev + 1.0Eh 90° Seismic 275.85 0.0166 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 90° Seismic 288.05 0.0174 0.0001 0.0024 0.0024 1.2D + 1.0Ev + 1.0Eh 90° Seismic 295.85 0.0176 0.0001 0.0013 0.0013 1.2D + 1.0Ev + 1.0Eh 120° Seismic 6.00 0.0016 0.0000 0.2102 0.2102 1.2D + 1.0Ev + 1.0Eh 120° Seismic 168.05 0.0061 0.0001 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 120° Seismic 215.85 0.0105 0.0002 0.0068 0.0068 1.2D + 1.0Ev + 1.0Eh 120° Seismic 235.85 0.0133 0.0000 0.0074 0.0074 1.2D + 1.0Ev + 1.0Eh 120° Seismic 239.75 0.0137 0.0000 0.0075 0.0075 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.2D + 1.0Ev + 1.0Eh 120° Seismic 260.25 0.0156 0.0000 0.0033 0.0033 1.2D + 1.0Ev + 1.0Eh 120° Seismic 268.05 0.0161 0.0002 0.0043 0.0043 1.2D + 1.0Ev + 1.0Eh 120° Seismic 275.85 0.0167 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 120° Seismic 288.05 0.0174 0.0000 0.0023 0.0023 1.2D + 1.0Ev + 1.0Eh 120° Seismic 295.85 0.0176 0.0000 0.0012 0.0012 1.2D + 1.0Ev + 1.0Eh 180° Seismic 6.00 0.0016 0.0000 0.2094 0.2094 1.2D + 1.0Ev + 1.0Eh 180° Seismic 168.05 0.0059 0.0001 0.0041 0.0041 1.2D + 1.0Ev + 1.0Eh 180° Seismic 215.85 0.0103 0.0002 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 180° Seismic 235.85 0.0131 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 180° Seismic 239.75 0.0136 0.0000 0.0078 0.0078 1.2D + 1.0Ev + 1.0Eh 180° Seismic 260.25 0.0154 0.0000 0.0034 0.0034 1.2D + 1.0Ev + 1.0Eh 180° Seismic 268.05 0.0159 0.0002 0.0044 0.0044 1.2D + 1.0Ev + 1.0Eh 180° Seismic 275.85 0.0166 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 180° Seismic 288.05 0.0173 0.0000 0.0024 0.0024 1.2D + 1.0Ev + 1.0Eh 180° Seismic 295.85 0.0175 0.0000 0.0014 0.0014 1.2D + 1.0Ev + 1.0Eh 210° Seismic 6.00 0.0016 0.0000 0.2100 0.21 1.2D + 1.0Ev + 1.0Eh 210° Seismic 168.05 0.006 0.0001 0.0041 0.0041 1.2D + 1.0Ev + 1.0Eh 210° Seismic 215.85 0.0105 -0.0002 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 210° Seismic 235.85 0.0132 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 210° Seismic 239.75 0.0137 0.0000 0.0077 0.0077 1.2D + 1.0Ev + 1.0Eh 210° Seismic 260.25 0.0155 0.0000 0.0034 0.0034 1.2D + 1.0Ev + 1.0Eh 210° Seismic 268.05 0.016 -0.0002 0.0044 0.0044 1.2D + 1.0Ev + 1.0Eh 210° Seismic 275.85 0.0166 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 210° Seismic 288.05 0.0174 0.0001 0.0024 0.0024 1.2D + 1.0Ev + 1.0Eh 210° Seismic 295.85 0.0176 0.0001 0.0013 0.0013 1.2D + 1.0Ev + 1.0Eh 240° Seismic 6.00 0.0016 0.0000 0.2102 0.2102 1.2D + 1.0Ev + 1.0Eh 240° Seismic 168.05 0.0061 0.0001 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 240° Seismic 215.85 0.0105 0.0002 0.0068 0.0068 1.2D + 1.0Ev + 1.0Eh 240° Seismic 235.85 0.0133 0.0000 0.0074 0.0074 1.2D + 1.0Ev + 1.0Eh 240° Seismic 239.75 0.0137 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 240° Seismic 260.25 0.0156 0.0000 0.0033 0.0033 1.2D + 1.0Ev + 1.0Eh 240° Seismic 268.05 0.0161 0.0002 0.0043 0.0043 1.2D + 1.0Ev + 1.0Eh 240° Seismic 275.85 0.0167 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 240° Seismic 288.05 0.0174 0.0000 0.0023 0.0023 1.2D + 1.0Ev + 1.0Eh 240° Seismic 295.85 0.0176 0.0000 0.0012 0.0012 1.2D + 1.0Ev + 1.0Eh 300° Seismic 6.00 0.0016 0.0000 0.2094 0.2094 1.2D + 1.0Ev + 1.0Eh 300° Seismic 168.05 0.0059 0.0001 0.0041 0.0041 1.2D + 1.0Ev + 1.0Eh 300° Seismic 215.85 0.0104 0.0002 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 300° Seismic 235.85 0.0131 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 300° Seismic 239.75 0.0136 0.0000 0.0078 0.0078 1.2D + 1.0Ev + 1.0Eh 300° Seismic 260.25 0.0154 0.0000 0.0034 0.0034 1.2D + 1.0Ev + 1.0Eh 300° Seismic 268.05 0.0159 0.0002 0.0044 0.0044 1.2D + 1.0Ev + 1.0Eh 300° Seismic 275.85 0.0166 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 300° Seismic 288.05 0.0173 0.0000 0.0024 0.0024 1.2D + 1.0Ev + 1.0Eh 300° Seismic 295.85 0.0175 0.0000 0.0014 0.0014 1.2D + 1.0Ev + 1.0Eh 330° Seismic 6.00 0.0016 0.0000 0.2100 0.21 1.2D + 1.0Ev + 1.0Eh 330° Seismic 168.05 0.006 0.0001 0.0041 0.0041 1.2D + 1.0Ev + 1.0Eh 330° Seismic 215.85 0.0105 -0.0002 0.0069 0.0069 1.2D + 1.0Ev + 1.0Eh 330° Seismic 235.85 0.0132 0.0000 0.0075 0.0075 1.2D + 1.0Ev + 1.0Eh 330° Seismic 239.75 0.0137 0.0000 0.0077 0.0077 1.2D + 1.0Ev + 1.0Eh 330° Seismic 260.25 0.0155 0.0000 0.0034 0.0034 1.2D + 1.0Ev + 1.0Eh 330° Seismic 268.05 0.016 -0.0002 0.0044 0.0044 1.2D + 1.0Ev + 1.0Eh 330° Seismic 275.85 0.0166 0.0000 0.0040 0.004 1.2D + 1.0Ev + 1.0Eh 330° Seismic 288.05 0.0174 0.0001 0.0024 0.0024 1.2D + 1.0Ev + 1.0Eh 330° Seismic 295.85 0.0176 0.0001 0.0013 0.0013 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 6.00 0.0068 0.0005 0.2532 0.2532 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 168.05 0.0505 0.0011 0.0058 0.0058 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 215.85 0.0539 0.0016 0.0081 0.0083 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 235.85 0.0611 0.0003 0.0143 0.0143 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 239.75 0.0618 0.0002 0.0130 0.013 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 260.25 0.0605 0.0002 0.0226 0.0226 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 268.05 0.058 0.0014 0.0155 0.0155 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 275.85 0.0566 0.0002 0.0171 0.0171 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 288.05 0.0525 0.0005 0.0353 0.0353 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 295.85 0.0472 0.0003 0.0408 0.0409 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 6.00 0.0061 0.0005 0.2310 0.231 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 168.05 0.0625 0.0011 0.0063 0.0063 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 215.85 0.0751 0.0016 0.0183 0.0184 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 235.85 0.0862 0.0003 0.0252 0.0252 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 239.75 0.0877 0.0002 0.0244 0.0244 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 260.25 0.0905 0.0002 0.0110 0.011 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 268.05 0.0896 0.0014 0.0028 0.0032 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 275.85 0.0899 0.0002 0.0043 0.0044 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 288.05 0.0887 0.0005 0.0142 0.0142 1.0D + 1.0W Service 60° 60 mph Wind with No Ice 295.85 0.0852 0.0003 0.0266 0.0266 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 6.00 0.0063 0.0213 0.2458 0.2468 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 168.05 0.0559 0.0083 0.0068 0.0107 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 215.85 0.0646 0.0075 0.0145 0.0158 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 235.85 0.0742 0.0076 0.0207 0.022 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 239.75 0.0754 0.0077 0.0198 0.0211 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 260.25 0.0768 0.0084 0.0168 0.0186 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 268.05 0.0752 0.0092 0.0105 0.014 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 275.85 0.0751 0.0091 0.0118 0.0147 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 288.05 0.0732 0.0106 0.0173 0.0199 1.0D + 1.0W Service 90° 60 mph Wind with No Ice 295.85 0.0694 0.0113 0.0327 0.0346 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 6.00 0.0068 0.0005 0.2532 0.2532 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 168.05 0.0504 0.0011 0.0058 0.0058 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 215.85 0.0539 0.0016 0.0081 0.0082 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 235.85 0.061 0.0003 0.0143 0.0143 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 239.75 0.0618 0.0002 0.0129 0.0129 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 260.25 0.0605 0.0002 0.0225 0.0225 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 268.05 0.058 -0.0015 0.0153 0.0153 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 275.85 0.0566 0.0002 0.0169 0.0169 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 288.05 0.0525 0.0005 0.0267 0.0267 1.0D + 1.0W Service 120° 60 mph Wind with No Ice 295.85 0.0474 0.0003 0.0395 0.0395 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 6.00 0.0061 0.0005 0.2310 0.231 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 168.05 0.0625 0.0011 0.0063 0.0063 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 215.85 0.0751 0.0016 0.0183 0.0184 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 235.85 0.0862 0.0003 0.0252 0.0252 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 239.75 0.0878 0.0002 0.0244 0.0244 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 260.25 0.0906 0.0002 0.0110 0.011 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 268.05 0.0896 0.0014 0.0030 0.0033 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 275.85 0.0899 0.0002 0.0045 0.0045 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 288.05 0.0886 0.0005 0.0225 0.0225 1.0D + 1.0W Service 180° 60 mph Wind with No Ice 295.85 0.0851 0.0003 0.0280 0.028 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 6.00 0.0063 0.0212 0.2458 0.2468 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 168.05 0.0559 0.0083 0.0068 0.0107 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 215.85 0.0646 0.0075 0.0146 0.0158 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 235.85 0.0743 0.0076 0.0207 0.022 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 239.75 0.0755 0.0077 0.0198 0.0211 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 260.25 0.0768 0.0084 0.0168 0.0187 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 268.05 0.0752 0.0092 0.0106 0.014 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 275.85 0.0751 0.0091 0.0119 0.0147 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 288.05 0.0731 0.0106 0.0254 0.0273 1.0D + 1.0W Service 210° 60 mph Wind with No Ice 295.85 0.0692 0.0113 0.0340 0.0358 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 6.00 0.0068 0.0005 0.2532 0.2532 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 168.05 0.0504 0.0011 0.0058 0.0058 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 215.85 0.0539 0.0016 0.0081 0.0082 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 235.85 0.061 0.0003 0.0143 0.0143 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 239.75 0.0618 0.0002 0.0129 0.0129 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 260.25 0.0605 0.0002 0.0225 0.0225 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 268.05 0.058 0.0015 0.0153 0.0153 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 275.85 0.0566 0.0002 0.0169 0.0169 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 288.05 0.0525 0.0005 0.0267 0.0267 1.0D + 1.0W Service 240° 60 mph Wind with No Ice 295.85 0.0474 0.0003 0.0395 0.0395 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 6.00 0.0061 0.0005 0.2310 0.231 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 168.05 0.0625 0.0011 0.0063 0.0063 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 215.85 0.0751 0.0016 0.0183 0.0184 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 235.85 0.0862 0.0003 0.0252 0.0252 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 239.75 0.0877 0.0002 0.0244 0.0244 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 260.25 0.0905 0.0002 0.0110 0.011 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 268.05 0.0896 0.0014 0.0028 0.0032 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 275.85 0.0899 0.0002 0.0043 0.0044 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 288.05 0.0887 0.0005 0.0142 0.0142 1.0D + 1.0W Service 300° 60 mph Wind with No Ice 295.85 0.0852 0.0003 0.0266 0.0266 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 6.00 0.0063 0.0212 0.2459 0.2468 ASSET:# 2723, Rim Ditch STANDARD ANSI/TIA-222-H CUSTOMER SPRINT NEXTEL ENG NO.:13732758_C3_02 ©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 42056 9/20/2021 20:21:33 DEFLECTIONS AND ROTATIONS Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 168.05 0.0559 0.0083 0.0068 0.0107 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 215.85 0.0646 0.0075 0.0146 0.0158 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 235.85 0.0742 0.0076 0.0207 0.022 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 239.75 0.0755 0.0077 0.0198 0.0211 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 260.25 0.0768 0.0084 0.0169 0.0187 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 268.05 0.0752 0.0092 0.0107 0.0141 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 275.85 0.0751 0.0091 0.0120 0.0148 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 288.05 0.0731 0.0106 0.0280 0.0296 1.0D + 1.0W Service 330° 60 mph Wind with No Ice 295.85 0.0693 0.0113 0.0342 0.0361 MAXIMUM REACTIONS SUMMARY Anchor Group Uplift Shear BASE 306.92 3.51 A1 141.83 175.17