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APPROVED STAMPED PDF. DISH WIRELESS L.L.C. @ 412253 Russakis Indrio Rd FL, FL (13705373_C3_02). Structural Analysis (72%)
POD GROUP - 1033 E. Turkeyfoot Lake Road, Suite 206 - Akron, OH 44312 - 330-961-7432 - www.podgrp.com Structural Analysis Report Structure :114 ft Monopole ATC Site Name :Russakis Indrio Rd FL,FL ATC Site Number :412253 Engineering Number :13705373_C3_02 Proposed Carrier :DISH WIRELESS L.L.C. Carrier Site Name :MIMIA00067A Carrier Site Number :MIMIA00067A Site Location :4690 EMERSON AVE Fort Pierce, FL 34951-1615 27.5191, -80.4148 County :St. Lucie Date :August 16, 2021 Max Usage :72% Result :Pass Prepared By: Yamir Correa POD Reviewed By: This report was prepared for American Tower Corporation by Eng. Number 13705373_C3_02 August 16, 2021 Page. 2 POD GROUP - 1033 E. Turkeyfoot Lake Road, Suite 206 - Akron, OH 44312 - 330-961-7432 - www.podgrp.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 13705373_C3_02 August 16, 2021 Page. 3 POD GROUP - 1033 E. Turkeyfoot Lake Road, Suite 206 - Akron, OH 44312 - 330-961-7432 - www.podgrp.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 114 ft Monopole to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower Drawings Mapped by TEP Report #67096-77631, dated March 17, 2016 Foundation Drawing Mapped by TEP Report #67096-77631, dated March 17, 2016 Geotechnical Report PSI Project #771-15036, dated April 24, 2001 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:157 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 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 POD Group via email at bsmith@podgrp.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Eng. Number 13705373_C3_02 August 16, 2021 Page. 4 POD GROUP - 1033 E. Turkeyfoot Lake Road, Suite 206 - Akron, OH 44312 - 330-961-7432 - www.podgrp.com Existing and Reserved Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 6 CSS DBC-7CAP 3 Commscope ATSBT-TOP-FM-4G 6 JMA Wireless X7CQAP-665-VR0 3 CSS X7-665-4 117.0 6 Kaelus TBC0030F1V1-1 Low Profile Platform (12) 1 5/8" Coax VERIZON WIRELESS 2 RFS ATM192012B-0 1 Raycap DC6-48-60-18-8F 3 Ericsson RRUS 32 B2 3 Ericsson RRUS-11 4 RFS ATM19801712-0 6 RFS FDGW5504/3C-3 12 Kathrein Scala 860 10025 2 Kathrein Scala 742 264 4 Kathrein Scala 800 10121 101.0 3 Commscope SBNHH-1D85B Triangular Platform w/ Rails (1) 0.35" (9mm) Fiber (2) 0.78" (19.7mm) 8 AWG 6 (12) 1 5/8" Coax (3) 3/8" (0.38"- 9.5mm) RET Control Cable AT&T MOBILITY Equipment to be Removed Elev.1 (ft)Qty Equipment Mount Type Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 1 Commscope RDIDC-9181-PF-48 3 Fujitsu TA08025-B604 3 Fujitsu TA08025-B60591.0 3 JMA Wireless MX08FRO665-21 Triangular Platform with Handrails (1) 1.60" (40.6mm) Hybrid DISH WIRELESS L.L.C. 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. Eng. Number 13705373_C3_02 August 16, 2021 Page. 5 POD GROUP - 1033 E. Turkeyfoot Lake Road, Suite 206 - Akron, OH 44312 - 330-961-7432 - www.podgrp.com Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 35%Pass Shaft 71%Pass Base Plate 13%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Moment (Kips-Ft)2814.0 3798.9 2456.8 65% Shear (Kips)32.0 43.2 31.1 72% * 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 RDIDC-9181-PF-48 JMA Wireless MX08FRO665-21 Fujitsu TA08025-B60591.0 Fujitsu TA08025-B604 DISH WIRELESS L.L.C.0.403 N/A 0.540 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Eng. Number 13705373_C3_02 August 16, 2021 Page. 6 POD GROUP - 1033 E. Turkeyfoot Lake Road, Suite 206 - Akron, OH 44312 - 330-961-7432 - www.podgrp.com Standard Conditions All engineering services performed by POD Group 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 POD Group It is the responsibility of the client to ensure that the information provided to POD Group and used in the performance of our engineering services is correct and complete. POD Group assumes that all structures were constructed in accordance with the drawings and specifications. All connections are to be verified for condition and tightness by the installation contractor preceding any changes to the appurtenance mounting system and/or equipment attached to it. Unless explicitly agreed by both the client and POD Group, 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. POD Group is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. JOB INFORMATION Asset :412253, Russakis Indrio Rd FL Height :114 ft Client :DISH WIRELESS L.L.C.Base Width :53.7 Code :ANSI/TIA-222-H Shape :18 Sides SITE PARAMETERS Base Elev (ft):0.00 Structure Class: II Taper :0.34800 (In/ft)Exposure : C Topographic Category : 1 Topographic Feature: Topo Method :Method 1 SECTION PROPERTIES Shaft Section Length (ft) Diameter (in) Thick (in)Joint Type Overlap Length (in)Shape Steel Grade (ksi) Across Flats Top Bottom 1 53.000 35.24 53.70 0.312 0.000 18 Sides 65 2 53.000 19.12 37.58 0.312 Slip Joint 59.000 18 Sides 65 3 15.583 15.00 20.43 0.188 Slip Joint 32.000 18 Sides 65 DISCRETE APPURTENANCE Attach Elev (ft) Force Elev (ft)Qty Description 117.0 120.0 3 Commscope ATSBT-TOP-FM-4G 117.0 120.0 6 CSS DBC-7CAP 117.0 120.0 6 Kaelus TBC0030F1V1-1 117.0 120.0 3 CSS X7-665-4 117.0 120.0 6 JMA Wireless X7CQAP-665-VR0 114.0 114.0 1 Round Low Profile Platform 101.0 101.0 12 Kathrein Scala 860 10025 101.0 101.0 6 RFS FDGW5504/3C-3 101.0 101.0 4 RFS ATM19801712-0 101.0 101.0 2 RFS ATM192012B-0 101.0 101.0 1 Raycap DC6-48-60-18-8F 101.0 101.0 3 Ericsson RRUS 32 B2 101.0 101.0 3 Ericsson RRUS-11 101.0 101.0 2 Kathrein Scala 742 264 101.0 101.0 4 Kathrein Scala 800 10121 101.0 101.0 3 Commscope SBNHH-1D85B 101.0 101.0 3 Round T-Arm 91.0 91.0 1 Commscope RDIDC-9181-PF-48 91.0 91.0 3 Fujitsu TA08025-B604 91.0 91.0 3 Fujitsu TA08025-B605 91.0 91.0 3 JMA Wireless MX08FRO665-21 91.0 91.0 1 Generic Flat Platform with Han LINEAR APPURTENANCE Elev From (ft) Elev To (ft)Description Exp To Wind 0.0 117.0 1 5/8" Coax No 0.0 101.0 3/8" (0.38"- 9.5mm) RET Control Cable No 0.0 101.0 1 5/8" Coax No 0.0 101.0 0.78" (19.7mm) 8 AWG 6 No 0.0 101.0 0.35" (9mm) Fiber No 88.1 98.1 PL 2.5 x 0.75"Yes 0.0 91.0 1.60" (40.6mm) Hybrid No 78.1 88.1 PL 3 x 0.75"Yes 68.1 78.1 PL 3.5" x 1"Yes 58.1 68.1 PL 4.5 x 1.0"Yes 48.1 58.1 PL 5" x 1.25"Yes 40.1 48.1 PL 5.5 x 1.25 Yes 30.2 40.1 PL 6 x 1.25 Yes 20.2 30.2 PL 6.5" x 0.75"Yes 10.0 20.2 PL 7" x 1"Yes 2.0 10.0 PL 8" x 1"Yes LOAD CASES 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) JOB INFORMATION Asset :412253, Russakis Indrio Rd FL Height :114 ft Client :DISH WIRELESS L.L.C.Base Width :53.7 Code :ANSI/TIA-222-H Shape :18 Sides 1.0D + 1.0W 60 mph Wind with No Ice 1.2D + 1.0W 157 mph wind with no ice 0.9D + 1.0W 157 mph wind with no ice 1.2D + 1.0Di + 1.0Wi 30 mph wind with 0" radial ice 1.2D + 1.0Ev + 1.0Eh Seismic REACTIONS Load Case Moment (kip-ft) Shear (Kip) Axial (Kip) 1.2D + 1.0W 2456.78 31.07 33.27 0.9D + 1.0W 2441.77 31.06 24.94 1.2D + 1.0Di + 1.0Wi 109.38 1.51 32.14 1.2D + 1.0Ev + 1.0Eh 71.20 0.83 32.10 0.9D - 1.0Ev + 1.0Eh 70.77 0.83 23.58 1.0D + 1.0W 319.94 4.06 27.77 DISH DEFLECTIONS Load Case Attach Elev (ft) Deflection (in) Rotation (deg) ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 ANALYSIS PARAMETERS Location:St. Lucie County,FL Height:114 ft Type and Shape:Taper, 18 Sides Base Diameter:53.70 in Manufacturer:FWT Top Diameter:15.00 in Kd (non-service):0.95 Taper: 0.3480 in/ft Ke: 1.00 Rotation: 0.000o ICE & WIND PARAMETERS Exposure Category:C Design Wind Speed w/o Ice:157 mph Risk Category:II Design Wind Speed w/Ice:30 mph Topo Factor Procedure: Method 1 Operational Wind Speed:60 mph Topographic Category: 1 Design Ice Thickness:0.00 in Crest Height: 0 ft HMSL: 18.00 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):1.48 TL (sec):8 P:1 Cs:0.030 Ss:0.050 S1:0.028 Cs Max:0.030 Fa:1.600 Fv:2.400 Cs Min:0.030 Sds:0.053 Sd1:0.045 LOAD CASES 1.2D + 1.0W 157 mph wind with no ice 0.9D + 1.0W 157 mph wind with no ice 1.2D + 1.0Di + 1.0Wi 30 mph wind with 0" radial ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 SHAFT SECTION PROPERTIES . Bottom .. Top . Sect Info Length (ft) Thick (in) Fy (ksi) Joint Type Slip Joint len (in) Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-18 53.00 0.3125 65 0.00 7,899 53.70 0.000 52.95 19,068.4 28.89 171.84 35.24 53.00 34.64 5,340.6 18.47 112.77 0.3483 2-18 53.00 0.3125 65 Slip 59.00 5,015 37.58 48.080 36.96 6,486.0 19.79 120.26 19.12 101.08 18.66 833.9 9.38 61.19 0.3483 3-18 15.58 0.1875 65 Slip 32.00 553 20.43 98.417 12.04 623.3 17.80 108.94 15.00 114.00 8.81 244.3 12.69 79.99 0.3483 Shaft Weight 13,467 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) . No Ice .. Ice . Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 117.00 CSS X7-665-4 3 0.80 3.000 27.40 8.406 0.67 27.40 8.406 0.67 117.00 Kaelus TBC0030F1V1-1 6 0.80 3.000 11.90 0.645 0.50 11.90 0.645 0.50 117.00 CSS DBC-7CAP 6 0.80 3.000 3.30 0.607 0.50 3.30 0.607 0.50 117.00 Commscope ATSBT-TOP-FM-4G 3 0.80 3.000 1.80 0.173 0.50 1.80 0.173 0.50 117.00 JMA Wireless X7CQAP-665-VR0 6 0.80 3.000 46.20 9.549 0.67 46.20 9.549 0.67 114.00 Round Low Profile Platform 1 1.00 0.000 1500.00 21.700 1.00 1500.00 21.700 1.00 101.00 Kathrein Scala 742 264 2 0.80 0.000 36.40 4.863 0.67 36.40 4.863 0.67 101.00 Kathrein Scala 800 10121 4 0.80 0.000 46.30 5.162 0.67 46.30 5.162 0.67 101.00 Commscope SBNHH-1D85B 3 0.80 0.000 44.10 8.079 0.67 44.10 8.079 0.67 101.00 Round T-Arm 3 0.75 0.000 250.00 9.700 0.75 250.00 9.700 0.75 101.00 Ericsson RRUS-11 3 0.80 0.000 55.00 3.792 0.50 55.00 3.792 0.50 101.00 Ericsson RRUS 32 B2 3 0.80 0.000 53.00 2.743 0.50 53.00 2.743 0.50 101.00 Raycap DC6-48-60-18-8F 1 0.80 0.000 20.00 1.260 0.50 20.00 1.260 0.50 101.00 RFS ATM192012B-0 2 0.80 0.000 11.00 0.958 0.50 11.00 0.958 0.50 101.00 RFS ATM19801712-0 4 0.80 0.000 19.00 0.958 0.50 19.00 0.958 0.50 101.00 Kathrein Scala 860 10025 12 0.80 0.000 1.20 0.156 0.50 1.20 0.156 0.50 101.00 RFS FDGW5504/3C-3 6 0.80 0.000 2.90 0.336 0.50 2.90 0.336 0.50 91.00 Commscope RDIDC-9181-PF-48 1 0.75 0.000 21.90 1.867 0.50 21.90 1.867 0.50 91.00 Fujitsu TA08025-B604 3 0.75 0.000 63.90 1.962 0.50 63.90 1.962 0.50 91.00 Fujitsu TA08025-B605 3 0.75 0.000 75.00 1.962 0.50 75.00 1.962 0.50 91.00 JMA Wireless MX08FRO665-21 3 0.75 0.000 64.50 12.489 0.67 64.50 12.489 0.67 91.00 Generic Flat Platform with Han 1 0.75 0.000 2500.00 42.400 0.75 2500.00 42.400 0.75 Totals Num Loadings: 22 79 6,702.20 6,702.20 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg) : Elev From (ft) Elev To (ft)Qty Description Coax Dia (in) Coax Wt (lb/ft)Flat Max Coax/ Row Dist Between Rows(in) Dist Between Cols(in) Azimuth (deg) Dist From Face (in) Exposed To Wind Carrier 0.00 117.00 12 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIREL 0.00 101.00 12 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N AT&T MOBILITY 0.00 101.00 3 3/8" (0.38"- 9.5mm) R 0.38 0.23 N 0 0 0 0 0 N AT&T MOBILITY 0.00 101.00 2 0.78" (19.7mm) 8 AWG 0.78 0.59 N 0 0 0 0 0 N AT&T MOBILITY 0.00 101.00 1 0.35" (9mm) Fiber 0.35 0.05 N 0 0 0 0 0 N AT&T MOBILITY 88.10 98.10 3 PL 2.5 x 0.75"0.75 6.38 Y 1 0 0 90 0 Y Verizon 0.00 91.00 1 1.60" (40.6mm) Hybrid 1.6 2.34 N 0 0 0 0 0 N DISH WIRELESS 78.10 88.10 3 PL 3 x 0.75"0.75 7.66 Y 1 0 0 90 0 Y Verizon 68.10 78.10 3 PL 3.5" x 1"1 11.9 Y 1 0 0 90 0 Y Verizon 58.10 68.10 3 PL 4.5 x 1.0"1 15.31 Y 1 0 0 90 0 Y Verizon 48.10 58.10 3 PL 5" x 1.25"1.25 21.3 Y 1 0 0 90 0 Y Verizon 40.10 48.10 3 PL 5.5 x 1.25 1.25 23.39 Y 1 0 0 90 0 Y Verizon 30.20 40.10 3 PL 6 x 1.25 1.25 25.5 Y 1 0 0 90 0 Y Verizon 20.20 30.20 3 PL 6.5" x 0.75"0.75 16.59 Y 1 0 0 90 0 Y Verizon 10.00 20.20 3 PL 7" x 1"1 23.82 Y 1 0 0 90 0 Y Verizon 2.00 10.00 3 PL 8" x 1"1 27.22 Y 1 0 0 90 0 Y Verizon ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 SEGMENT PROPERTIES (Max Len:5.ft) . Seg Top Elev (ft) Description Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.3125 53.700 52.952 19,068.40 28.89 171.84 67.4 699.4 0.0 0.0 5.00 0.3125 51.959 51.225 17,262.80 27.91 166.27 68.6 654.4 0.0 886.2 10.00 0.3125 50.217 49.498 15,574.90 26.92 160.70 69.7 610.9 0.0 856.8 15.00 0.3125 48.476 47.771 14,000.80 25.94 155.12 70.9 568.9 0.0 827.5 20.00 0.3125 46.735 46.044 12,536.50 24.96 149.55 72 528.3 0.0 798.1 25.00 0.3125 44.994 44.316 11,178.10 23.98 143.98 73.2 489.3 0.0 768.7 30.00 0.3125 43.252 42.589 9,921.50 22.99 138.41 74.4 451.8 0.0 739.3 35.00 0.3125 41.511 40.862 8,762.70 22.01 132.84 75.5 415.8 0.0 709.9 40.00 0.3125 39.770 39.135 7,698.00 21.03 127.26 76.7 381.2 0.0 680.5 45.00 0.3125 38.028 37.408 6,723.10 20.05 121.69 77.8 348.2 0.0 651.2 48.08 Bot - Section 2 0.3125 36.955 36.343 6,165.10 19.44 118.26 78.5 328.6 0.0 386.9 50.00 0.3125 36.287 35.681 5,834.30 19.06 116.12 79 316.7 0.0 473.8 53.00 Top - Section 1 0.3125 35.867 35.265 5,632.40 18.83 114.78 79.3 309.3 0.0 724.2 55.00 0.3125 35.171 34.574 5,307.80 18.43 112.55 79.7 297.2 0.0 237.6 60.00 0.3125 33.430 32.847 4,551.50 17.45 106.97 80.9 268.2 0.0 573.5 65.00 0.3125 31.688 31.120 3,870.60 16.47 101.40 82 240.6 0.0 544.2 70.00 0.3125 29.947 29.393 3,261.30 15.49 95.83 82.6 214.5 0.0 514.8 75.00 0.3125 28.206 27.666 2,719.50 14.50 90.26 82.6 189.9 0.0 485.4 80.00 0.3125 26.465 25.939 2,241.40 13.52 84.69 82.6 166.8 0.0 456.0 85.00 0.3125 24.723 24.212 1,822.80 12.54 79.11 82.6 145.2 0.0 426.6 90.00 0.3125 22.982 22.484 1,459.90 11.56 73.54 82.6 125.1 0.0 397.2 91.00 0.3125 22.634 22.139 1,393.60 11.36 72.43 82.6 121.3 0.0 75.9 95.00 0.3125 21.241 20.757 1,148.70 10.57 67.97 82.6 106.5 0.0 291.9 98.42 Bot - Section 3 0.3125 20.051 19.577 963.70 9.90 64.16 82.6 94.7 0.0 234.5 100.00 0.3125 19.499 19.030 885.10 9.59 62.40 82.6 89.4 0.0 168.0 101.00 0.3125 19.151 18.685 837.80 9.40 61.28 82.6 86.2 0.0 103.7 101.08 Top - Section 2 0.1875 19.497 11.491 541.30 16.92 103.98 81.5 54.7 0.0 8.6 105.00 0.1875 18.133 10.680 434.50 15.64 96.71 82.6 47.2 0.0 147.7 110.00 0.1875 16.392 9.643 319.90 14.00 87.42 82.6 38.4 0.0 172.9 114.00 0.1875 14.999 8.814 244.30 12.69 79.99 82.6 32.1 0.0 125.6 Totals:13,467.2 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Load Case: 1.2D + 1.0W 157 mph wind with no ice 21 Iterations Gust Response Factor:1.10 Dead load Factor:1.20 Wind Load Factor:1.00 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -33.27 -31.07 0.00 -2,456.8 0.00 2,456.78 3,213.10 929.30 4,480.92 3,536.57 0.00 0 0.706 5.00 -31.68 -30.27 0.00 -2,301.4 0.00 2,301.42 3,161.57 898.99 4,193.42 3,365.70 0.10 -0.18 0.695 10.00 -29.92 -29.49 0.00 -2,150.1 0.00 2,150.07 3,106.46 868.68 3,915.44 3,194.86 0.38 -0.36 0.684 15.00 -28.27 -28.72 0.00 -2,002.6 0.00 2,002.61 3,047.75 838.37 3,647.00 3,024.43 0.86 -0.55 0.673 20.00 -26.65 -27.94 0.00 -1,859.0 0.00 1,859.00 2,985.45 808.06 3,388.09 2,854.81 1.55 -0.75 0.661 25.00 -25.19 -27.15 0.00 -1,719.3 0.00 1,719.29 2,919.56 777.75 3,138.71 2,686.38 2.44 -0.95 0.650 30.00 -23.78 -26.35 0.00 -1,583.6 0.00 1,583.55 2,850.07 747.44 2,898.86 2,519.53 3.55 -1.16 0.638 35.00 -22.26 -25.55 0.00 -1,451.8 0.00 1,451.80 2,776.99 717.13 2,668.55 2,354.66 4.88 -1.38 0.626 40.00 -20.76 -24.75 0.00 -1,324.1 0.00 1,324.07 2,700.32 686.82 2,447.76 2,192.15 6.44 -1.6 0.613 45.00 -19.35 -24.10 0.00 -1,200.3 0.00 1,200.32 2,620.06 656.51 2,236.51 2,032.39 8.25 -1.84 0.599 48.08 -18.50 -23.70 0.00 -1,126.0 0.00 1,126.00 2,568.78 637.82 2,110.99 1,935.41 9.48 -1.99 0.590 50.00 -17.70 -23.31 0.00 -1,080.6 0.00 1,080.57 2,536.21 626.20 2,034.79 1,875.77 10.30 -2.09 0.584 53.00 -16.48 -22.89 0.00 -1,010.7 0.00 1,010.66 2,515.46 618.90 1,987.59 1,838.52 11.66 -2.24 0.558 55.00 -15.94 -22.34 0.00 -964.9 0.00 964.89 2,480.56 606.77 1,910.49 1,777.20 12.62 -2.34 0.551 60.00 -14.70 -21.56 0.00 -853.2 0.00 853.19 2,390.81 576.46 1,724.41 1,626.57 15.21 -2.59 0.532 65.00 -13.58 -20.83 0.00 -745.4 0.00 745.39 2,297.47 546.15 1,547.87 1,480.11 18.06 -2.84 0.511 70.00 -12.51 -20.11 0.00 -641.3 0.00 641.26 2,183.73 515.84 1,380.86 1,327.99 21.16 -3.09 0.490 75.00 -11.53 -19.41 0.00 -540.7 0.00 540.70 2,055.42 485.53 1,223.37 1,175.75 24.54 -3.35 0.467 80.00 -10.61 -18.74 0.00 -443.7 0.00 443.66 1,927.11 455.22 1,075.42 1,032.78 28.19 -3.61 0.437 85.00 -9.78 -18.11 0.00 -350.0 0.00 349.97 1,798.80 424.91 937.01 899.07 32.10 -3.86 0.397 90.00 -9.01 -17.73 0.00 -259.4 0.00 259.40 1,670.48 394.60 808.12 774.62 36.28 -4.1 0.342 91.00 -5.40 -13.28 0.00 -241.7 0.00 241.67 1,644.82 388.54 783.49 750.85 37.14 -4.15 0.326 95.00 -4.85 -12.84 0.00 -188.6 0.00 188.55 1,542.17 364.29 688.77 659.45 40.69 -4.32 0.290 98.42 -4.41 -12.55 0.00 -144.7 0.00 144.67 1,454.49 343.58 612.69 586.07 43.83 -4.46 0.251 100.00 -4.16 -12.40 0.00 -124.8 0.00 124.81 1,413.86 333.98 578.94 553.54 45.32 -4.53 0.230 101.00 -2.47 -7.36 0.00 -112.4 0.00 112.41 1,388.20 327.92 558.12 533.47 46.27 -4.56 0.213 101.08 -2.46 -7.17 0.00 -111.8 0.00 111.79 842.82 201.67 351.75 334.25 46.35 -4.57 0.339 105.00 -2.25 -6.74 0.00 -83.7 0.00 83.72 793.43 187.43 303.82 292.22 50.15 -4.7 0.291 110.00 -2.00 -6.34 0.00 -50.0 0.00 50.01 716.45 169.24 247.73 238.00 55.19 -4.92 0.214 114.00 0.00 -6.14 0.00 -24.7 0.00 24.67 654.86 154.69 206.98 198.62 59.37 -5.05 0.126 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Load Case: 0.9D + 1.0W 157 mph wind with no ice 21 Iterations Gust Response Factor:1.10 Dead load Factor:0.90 Wind Load Factor:1.00 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -24.94 -31.06 0.00 -2,441.8 0.00 2,441.77 3,213.10 929.30 4,480.92 3,536.57 0.00 0 0.699 5.00 -23.72 -30.23 0.00 -2,286.5 0.00 2,286.47 3,161.57 898.99 4,193.42 3,365.70 0.10 -0.18 0.688 10.00 -22.38 -29.43 0.00 -2,135.3 0.00 2,135.31 3,106.46 868.68 3,915.44 3,194.86 0.38 -0.36 0.677 15.00 -21.12 -28.64 0.00 -1,988.2 0.00 1,988.16 3,047.75 838.37 3,647.00 3,024.43 0.86 -0.55 0.665 20.00 -19.89 -27.84 0.00 -1,845.0 0.00 1,844.96 2,985.45 808.06 3,388.09 2,854.81 1.54 -0.74 0.654 25.00 -18.78 -27.03 0.00 -1,705.8 0.00 1,705.76 2,919.56 777.75 3,138.71 2,686.38 2.42 -0.94 0.643 30.00 -17.70 -26.21 0.00 -1,570.6 0.00 1,570.63 2,850.07 747.44 2,898.86 2,519.53 3.52 -1.15 0.631 35.00 -16.53 -25.39 0.00 -1,439.6 0.00 1,439.57 2,776.99 717.13 2,668.55 2,354.66 4.84 -1.37 0.619 40.00 -15.39 -24.58 0.00 -1,312.6 0.00 1,312.60 2,700.32 686.82 2,447.76 2,192.15 6.40 -1.59 0.606 45.00 -14.33 -23.93 0.00 -1,189.7 0.00 1,189.68 2,620.06 656.51 2,236.51 2,032.39 8.19 -1.82 0.592 48.08 -13.68 -23.53 0.00 -1,115.9 0.00 1,115.89 2,568.78 637.82 2,110.99 1,935.41 9.42 -1.97 0.583 50.00 -13.07 -23.13 0.00 -1,070.8 0.00 1,070.80 2,536.21 626.20 2,034.79 1,875.77 10.23 -2.07 0.577 53.00 -12.14 -22.71 0.00 -1,001.4 0.00 1,001.42 2,515.46 618.90 1,987.59 1,838.52 11.58 -2.22 0.551 55.00 -11.73 -22.15 0.00 -956.0 0.00 956.01 2,480.56 606.77 1,910.49 1,777.20 12.53 -2.32 0.544 60.00 -10.79 -21.37 0.00 -845.2 0.00 845.24 2,390.81 576.46 1,724.41 1,626.57 15.10 -2.57 0.526 65.00 -9.93 -20.63 0.00 -738.4 0.00 738.39 2,297.47 546.15 1,547.87 1,480.11 17.92 -2.81 0.505 70.00 -9.12 -19.92 0.00 -635.2 0.00 635.23 2,183.73 515.84 1,380.86 1,327.99 21.00 -3.07 0.484 75.00 -8.37 -19.21 0.00 -535.6 0.00 535.65 2,055.42 485.53 1,223.37 1,175.75 24.35 -3.32 0.461 80.00 -7.67 -18.54 0.00 -439.6 0.00 439.59 1,927.11 455.22 1,075.42 1,032.78 27.97 -3.58 0.431 85.00 -7.04 -17.92 0.00 -346.9 0.00 346.89 1,798.80 424.91 937.01 899.07 31.85 -3.83 0.392 90.00 -6.46 -17.54 0.00 -257.3 0.00 257.29 1,670.48 394.60 808.12 774.62 35.98 -4.06 0.338 91.00 -3.82 -13.16 0.00 -239.8 0.00 239.75 1,644.82 388.54 783.49 750.85 36.84 -4.11 0.323 95.00 -3.41 -12.73 0.00 -187.1 0.00 187.11 1,542.17 364.29 688.77 659.45 40.36 -4.28 0.287 98.42 -3.07 -12.44 0.00 -143.6 0.00 143.62 1,454.49 343.58 612.69 586.07 43.48 -4.42 0.248 100.00 -2.89 -12.30 0.00 -123.9 0.00 123.93 1,413.86 333.98 578.94 553.54 44.95 -4.49 0.227 101.00 -1.71 -7.30 0.00 -111.6 0.00 111.63 1,388.20 327.92 558.12 533.47 45.90 -4.52 0.211 101.08 -1.71 -7.11 0.00 -111.0 0.00 111.02 842.82 201.67 351.75 334.25 45.97 -4.53 0.335 105.00 -1.56 -6.68 0.00 -83.2 0.00 83.19 793.43 187.43 303.82 292.22 49.74 -4.66 0.288 110.00 -1.37 -6.28 0.00 -49.8 0.00 49.78 716.45 169.24 247.73 238.00 54.74 -4.88 0.212 114.00 0.00 -6.14 0.00 -24.7 0.00 24.67 654.86 154.69 206.98 198.62 58.88 -5.01 0.126 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph wind with 0" radial ice 18 Iterations Gust Response Factor:1.10 Ice Dead Load Factor 1.00 Dead load Factor:1.20 Ice Importance Factor 1.00 Wind Load Factor:1.00 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -32.14 -1.51 0.00 -109.4 0.00 109.38 3,213.10 929.30 4,480.92 3,536.57 0.00 0 0.041 5.00 -30.64 -1.46 0.00 -101.8 0.00 101.83 3,161.57 898.99 4,193.42 3,365.70 0.00 -0.01 0.040 10.00 -28.98 -1.41 0.00 -94.5 0.00 94.53 3,106.46 868.68 3,915.44 3,194.86 0.02 -0.02 0.039 15.00 -27.41 -1.36 0.00 -87.5 0.00 87.47 3,047.75 838.37 3,647.00 3,024.43 0.04 -0.02 0.038 20.00 -25.88 -1.32 0.00 -80.6 0.00 80.64 2,985.45 808.06 3,388.09 2,854.81 0.07 -0.03 0.037 25.00 -24.51 -1.27 0.00 -74.1 0.00 74.06 2,919.56 777.75 3,138.71 2,686.38 0.11 -0.04 0.036 30.00 -23.18 -1.22 0.00 -67.7 0.00 67.72 2,850.07 747.44 2,898.86 2,519.53 0.16 -0.05 0.035 35.00 -21.73 -1.17 0.00 -61.6 0.00 61.63 2,776.99 717.13 2,668.55 2,354.66 0.21 -0.06 0.034 40.00 -20.31 -1.12 0.00 -55.8 0.00 55.79 2,700.32 686.82 2,447.76 2,192.15 0.28 -0.07 0.033 45.00 -18.97 -1.08 0.00 -50.2 0.00 50.19 2,620.06 656.51 2,236.51 2,032.39 0.36 -0.08 0.032 48.08 -18.15 -1.06 0.00 -46.9 0.00 46.86 2,568.78 637.82 2,110.99 1,935.41 0.41 -0.09 0.031 50.00 -17.38 -1.03 0.00 -44.8 0.00 44.83 2,536.21 626.20 2,034.79 1,875.77 0.45 -0.09 0.031 53.00 -16.20 -1.01 0.00 -41.7 0.00 41.73 2,515.46 618.90 1,987.59 1,838.52 0.51 -0.1 0.029 55.00 -15.70 -0.98 0.00 -39.7 0.00 39.72 2,480.56 606.77 1,910.49 1,777.20 0.55 -0.1 0.029 60.00 -14.53 -0.93 0.00 -34.8 0.00 34.84 2,390.81 576.46 1,724.41 1,626.57 0.66 -0.11 0.027 65.00 -13.45 -0.89 0.00 -30.2 0.00 30.19 2,297.47 546.15 1,547.87 1,480.11 0.78 -0.12 0.026 70.00 -12.44 -0.84 0.00 -25.8 0.00 25.76 2,183.73 515.84 1,380.86 1,327.99 0.91 -0.13 0.025 75.00 -11.50 -0.80 0.00 -21.6 0.00 21.55 2,055.42 485.53 1,223.37 1,175.75 1.05 -0.14 0.024 80.00 -10.62 -0.76 0.00 -17.5 0.00 17.54 1,927.11 455.22 1,075.42 1,032.78 1.21 -0.15 0.023 85.00 -9.83 -0.72 0.00 -13.7 0.00 13.73 1,798.80 424.91 937.01 899.07 1.37 -0.16 0.021 90.00 -9.08 -0.70 0.00 -10.1 0.00 10.11 1,670.48 394.60 808.12 774.62 1.54 -0.17 0.018 91.00 -5.61 -0.53 0.00 -9.4 0.00 9.41 1,644.82 388.54 783.49 750.85 1.58 -0.17 0.016 95.00 -5.06 -0.51 0.00 -7.3 0.00 7.28 1,542.17 364.29 688.77 659.45 1.73 -0.18 0.014 98.42 -4.62 -0.49 0.00 -5.5 0.00 5.54 1,454.49 343.58 612.69 586.07 1.86 -0.18 0.013 100.00 -4.38 -0.48 0.00 -4.8 0.00 4.77 1,413.86 333.98 578.94 553.54 1.92 -0.19 0.012 101.00 -2.67 -0.30 0.00 -4.3 0.00 4.28 1,388.20 327.92 558.12 533.47 1.96 -0.19 0.010 101.08 -2.66 -0.29 0.00 -4.3 0.00 4.26 842.82 201.67 351.75 334.25 1.96 -0.19 0.016 105.00 -2.44 -0.26 0.00 -3.1 0.00 3.14 793.43 187.43 303.82 292.22 2.12 -0.19 0.014 110.00 -2.17 -0.24 0.00 -1.8 0.00 1.84 716.45 169.24 247.73 238.00 2.33 -0.2 0.011 114.00 0.00 -0.23 0.00 -0.9 0.00 0.90 654.86 154.69 206.98 198.62 2.50 -0.21 0.005 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 19 Iterations Gust Response Factor:1.10 Dead load Factor:1.00 Wind Load Factor:1.00 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -27.77 -4.06 0.00 -319.9 0.00 319.94 3,213.10 929.30 4,480.92 3,536.57 0.00 0 0.099 5.00 -26.51 -3.95 0.00 -299.6 0.00 299.65 3,161.57 898.99 4,193.42 3,365.70 0.01 -0.02 0.097 10.00 -25.13 -3.85 0.00 -279.9 0.00 279.89 3,106.46 868.68 3,915.44 3,194.86 0.05 -0.05 0.096 15.00 -23.82 -3.75 0.00 -260.6 0.00 260.65 3,047.75 838.37 3,647.00 3,024.43 0.11 -0.07 0.094 20.00 -22.54 -3.64 0.00 -241.9 0.00 241.93 2,985.45 808.06 3,388.09 2,854.81 0.20 -0.1 0.092 25.00 -21.40 -3.54 0.00 -223.7 0.00 223.72 2,919.56 777.75 3,138.71 2,686.38 0.32 -0.12 0.091 30.00 -20.29 -3.43 0.00 -206.0 0.00 206.03 2,850.07 747.44 2,898.86 2,519.53 0.46 -0.15 0.089 35.00 -19.08 -3.33 0.00 -188.9 0.00 188.87 2,776.99 717.13 2,668.55 2,354.66 0.64 -0.18 0.087 40.00 -17.90 -3.22 0.00 -172.2 0.00 172.25 2,700.32 686.82 2,447.76 2,192.15 0.84 -0.21 0.085 45.00 -16.78 -3.14 0.00 -156.1 0.00 156.14 2,620.06 656.51 2,236.51 2,032.39 1.07 -0.24 0.083 48.08 -16.10 -3.08 0.00 -146.5 0.00 146.48 2,568.78 637.82 2,110.99 1,935.41 1.23 -0.26 0.082 50.00 -15.46 -3.03 0.00 -140.6 0.00 140.57 2,536.21 626.20 2,034.79 1,875.77 1.34 -0.27 0.081 53.00 -14.47 -2.98 0.00 -131.5 0.00 131.47 2,515.46 618.90 1,987.59 1,838.52 1.52 -0.29 0.077 55.00 -14.05 -2.90 0.00 -125.5 0.00 125.52 2,480.56 606.77 1,910.49 1,777.20 1.64 -0.3 0.076 60.00 -13.07 -2.80 0.00 -111.0 0.00 110.99 2,390.81 576.46 1,724.41 1,626.57 1.98 -0.34 0.074 65.00 -12.18 -2.71 0.00 -97.0 0.00 96.98 2,297.47 546.15 1,547.87 1,480.11 2.35 -0.37 0.071 70.00 -11.33 -2.61 0.00 -83.4 0.00 83.44 2,183.73 515.84 1,380.86 1,327.99 2.75 -0.4 0.068 75.00 -10.55 -2.52 0.00 -70.4 0.00 70.37 2,055.42 485.53 1,223.37 1,175.75 3.19 -0.44 0.065 80.00 -9.82 -2.44 0.00 -57.8 0.00 57.75 1,927.11 455.22 1,075.42 1,032.78 3.67 -0.47 0.061 85.00 -9.16 -2.36 0.00 -45.6 0.00 45.57 1,798.80 424.91 937.01 899.07 4.18 -0.5 0.056 90.00 -8.53 -2.31 0.00 -33.8 0.00 33.80 1,670.48 394.60 808.12 774.62 4.72 -0.53 0.049 91.00 -5.29 -1.73 0.00 -31.5 0.00 31.49 1,644.82 388.54 783.49 750.85 4.83 -0.54 0.045 95.00 -4.83 -1.67 0.00 -24.6 0.00 24.58 1,542.17 364.29 688.77 659.45 5.30 -0.56 0.040 98.42 -4.46 -1.63 0.00 -18.9 0.00 18.86 1,454.49 343.58 612.69 586.07 5.71 -0.58 0.035 100.00 -4.26 -1.62 0.00 -16.3 0.00 16.27 1,413.86 333.98 578.94 553.54 5.90 -0.59 0.032 101.00 -2.53 -0.96 0.00 -14.7 0.00 14.66 1,388.20 327.92 558.12 533.47 6.02 -0.59 0.029 101.08 -2.52 -0.93 0.00 -14.6 0.00 14.58 842.82 201.67 351.75 334.25 6.04 -0.59 0.047 105.00 -2.33 -0.88 0.00 -10.9 0.00 10.92 793.43 187.43 303.82 292.22 6.53 -0.61 0.040 110.00 -2.11 -0.83 0.00 -6.5 0.00 6.53 716.45 169.24 247.73 238.00 7.19 -0.64 0.030 114.00 0.00 -0.80 0.00 -3.2 0.00 3.22 654.86 154.69 206.98 198.62 7.73 -0.66 0.016 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS):0.050 Spectral Response Acceleration at 1.0 Second Period (S1):0.028 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.000 Site Coefficient Fa:1.600 Site Coefficient Fv:2.400 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):0.053 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.045 Seismic Response Coefficient (Cs):0.030 Upper Limit CS:0.030 Lower Limit CS:0.030 Period based on Rayleigh Method (sec):1.480 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.490 Total Unfactored Dead Load:27.770 k Seismic Base Shear (E):0.830 k 1.2D + 1.0Ev + 1.0Eh Seismic Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 29 112 165 187 0.014 11 200 28 107.5 222 237 0.018 15 269 27 103.0417 186 187 0.014 11 226 26 101.0417 9 9 0.001 1 11 25 100.5 125 121 0.009 7 152 24 99.2083 202 192 0.014 12 245 23 96.7083 368 335 0.025 21 445 22 93 455 391 0.029 24 551 21 90.5 119 98 0.007 6 144 20 87.5 625 491 0.036 30 756 19 82.5 661 476 0.035 29 801 18 77.5 730 479 0.035 29 884 17 72.5 784 465 0.034 29 949 16 67.5 845 451 0.033 28 1,023 15 62.5 894 425 0.031 26 1,082 14 57.5 979 411 0.030 25 1,185 13 54 413 158 0.012 10 500 12 51.5 988 352 0.026 22 1,196 11 49.0417 642 213 0.016 13 778 10 46.5417 677 208 0.015 13 820 9 42.5 1,122 301 0.022 18 1,359 8 37.5 1,183 263 0.019 16 1,432 7 32.5 1,207 217 0.016 13 1,461 6 27.5 1,108 155 0.011 10 1,341 5 22.5 1,142 118 0.009 7 1,382 4 17.5 1,275 91 0.007 6 1,544 3 12.5 1,304 56 0.004 3 1,579 2 7.5 1,385 28 0.002 2 1,677 1 2.5 1,251 5 0.000 0 1,514 Commscope ATSBT-TOP-FM-4G 114 5 6 0.000 0 7 CSS DBC-7CAP 114 20 23 0.002 1 24 Kaelus TBC0030F1V1-1 114 71 83 0.006 5 86 CSS X7-665-4 114 82 96 0.007 6 100 JMA Wireless X7CQAP-665-VR0 114 277 323 0.024 20 336 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) Round Low Profile Platform 114 1,500 1,749 0.129 107 1,816 Kathrein Scala 860 10025 101 14 14 0.001 1 17 RFS FDGW5504/3C-3 101 17 17 0.001 1 21 RFS ATM19801712-0 101 76 74 0.005 5 92 RFS ATM192012B-0 101 22 21 0.002 1 27 Raycap DC6-48-60-18-8F 101 20 19 0.001 1 24 Ericsson RRUS 32 B2 101 159 155 0.011 9 192 Ericsson RRUS-11 101 165 161 0.012 10 200 Kathrein Scala 742 264 101 73 71 0.005 4 88 Kathrein Scala 800 10121 101 185 180 0.013 11 224 Commscope SBNHH-1D85B 101 132 129 0.010 8 160 Round T-Arm 101 750 730 0.054 45 908 Commscope RDIDC-9181-PF-48 91 22 18 0.001 1 27 Fujitsu TA08025-B604 91 192 160 0.012 10 232 Fujitsu TA08025-B605 91 225 187 0.014 11 272 JMA Wireless MX08FRO665-21 91 194 161 0.012 10 234 Generic Flat Platform with Handrails 91 2,500 2,083 0.153 128 3,027 27,767 13,580 1.000 833 33,617 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 29 112 165 187 0.014 11 147 28 107.5 222 237 0.018 15 198 27 103.0417 186 187 0.014 11 166 26 101.0417 9 9 0.001 1 8 25 100.5 125 121 0.009 7 111 24 99.2083 202 192 0.014 12 180 23 96.7083 368 335 0.025 21 327 22 93 455 391 0.029 24 405 21 90.5 119 98 0.007 6 106 20 87.5 625 491 0.036 30 555 19 82.5 661 476 0.035 29 588 18 77.5 730 479 0.035 29 649 17 72.5 784 465 0.034 29 697 16 67.5 845 451 0.033 28 751 15 62.5 894 425 0.031 26 795 14 57.5 979 411 0.030 25 870 13 54 413 158 0.012 10 368 12 51.5 988 352 0.026 22 878 11 49.0417 642 213 0.016 13 571 10 46.5417 677 208 0.015 13 602 9 42.5 1,122 301 0.022 18 998 8 37.5 1,183 263 0.019 16 1,052 7 32.5 1,207 217 0.016 13 1,073 6 27.5 1,108 155 0.011 10 985 5 22.5 1,142 118 0.009 7 1,015 4 17.5 1,275 91 0.007 6 1,134 3 12.5 1,304 56 0.004 3 1,160 2 7.5 1,385 28 0.002 2 1,232 1 2.5 1,251 5 0.000 0 1,112 Commscope ATSBT-TOP-FM-4G 114 5 6 0.000 0 5 CSS DBC-7CAP 114 20 23 0.002 1 18 Kaelus TBC0030F1V1-1 114 71 83 0.006 5 63 CSS X7-665-4 114 82 96 0.007 6 73 JMA Wireless X7CQAP-665-VR0 114 277 323 0.024 20 247 Round Low Profile Platform 114 1,500 1,749 0.129 107 1,334 Kathrein Scala 860 10025 101 14 14 0.001 1 13 RFS FDGW5504/3C-3 101 17 17 0.001 1 15 RFS ATM19801712-0 101 76 74 0.005 5 68 RFS ATM192012B-0 101 22 21 0.002 1 20 Raycap DC6-48-60-18-8F 101 20 19 0.001 1 18 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) Ericsson RRUS 32 B2 101 159 155 0.011 9 141 Ericsson RRUS-11 101 165 161 0.012 10 147 Kathrein Scala 742 264 101 73 71 0.005 4 65 Kathrein Scala 800 10121 101 185 180 0.013 11 165 Commscope SBNHH-1D85B 101 132 129 0.010 8 118 Round T-Arm 101 750 730 0.054 45 667 Commscope RDIDC-9181-PF-48 91 22 18 0.001 1 19 Fujitsu TA08025-B604 91 192 160 0.012 10 170 Fujitsu TA08025-B605 91 225 187 0.014 11 200 JMA Wireless MX08FRO665-21 91 194 161 0.012 10 172 Generic Flat Platform with Handrails 91 2,500 2,083 0.153 128 2,223 27,767 13,580 1.000 833 24,694 1.2D + 1.0Ev + 1.0Eh Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -32.10 -0.83 0.00 -71.20 0.00 71.20 3,213.10 929.30 4,481 3,536.57 0.00 0.00 0.03 5.00 -30.43 -0.83 0.00 -67.03 0.00 67.03 3,161.57 898.99 4,193 3,365.70 0.00 -0.01 0.03 10.00 -28.85 -0.83 0.00 -62.86 0.00 62.86 3,106.46 868.68 3,915 3,194.86 0.01 -0.01 0.03 15.00 -27.30 -0.83 0.00 -58.69 0.00 58.69 3,047.75 838.37 3,647 3,024.43 0.03 -0.02 0.03 20.00 -25.92 -0.83 0.00 -54.54 0.00 54.54 2,985.45 808.06 3,388 2,854.81 0.05 -0.02 0.03 25.00 -24.58 -0.82 0.00 -50.42 0.00 50.42 2,919.56 777.75 3,139 2,686.38 0.07 -0.03 0.03 30.00 -23.12 -0.81 0.00 -46.33 0.00 46.33 2,850.07 747.44 2,899 2,519.53 0.10 -0.03 0.03 35.00 -21.69 -0.79 0.00 -42.30 0.00 42.30 2,776.99 717.13 2,669 2,354.66 0.14 -0.04 0.03 40.00 -20.33 -0.77 0.00 -38.34 0.00 38.34 2,700.32 686.82 2,448 2,192.15 0.19 -0.05 0.03 45.00 -19.51 -0.76 0.00 -34.47 0.00 34.47 2,620.06 656.51 2,237 2,032.39 0.24 -0.05 0.02 48.08 -18.73 -0.75 0.00 -32.11 0.00 32.11 2,568.78 637.82 2,111 1,935.41 0.28 -0.06 0.02 50.00 -17.53 -0.73 0.00 -30.68 0.00 30.68 2,536.21 626.20 2,035 1,875.77 0.30 -0.06 0.02 53.00 -17.03 -0.72 0.00 -28.49 0.00 28.49 2,515.46 618.90 1,988 1,838.52 0.34 -0.06 0.02 55.00 -15.85 -0.69 0.00 -27.05 0.00 27.05 2,480.56 606.77 1,910 1,777.20 0.37 -0.07 0.02 60.00 -14.77 -0.67 0.00 -23.58 0.00 23.58 2,390.81 576.46 1,724 1,626.57 0.44 -0.07 0.02 65.00 -13.74 -0.64 0.00 -20.24 0.00 20.24 2,297.47 546.15 1,548 1,480.11 0.53 -0.08 0.02 70.00 -12.80 -0.61 0.00 -17.03 0.00 17.03 2,183.73 515.84 1,381 1,327.99 0.61 -0.09 0.02 75.00 -11.91 -0.58 0.00 -13.97 0.00 13.97 2,055.42 485.53 1,223 1,175.75 0.71 -0.10 0.02 80.00 -11.11 -0.55 0.00 -11.05 0.00 11.05 1,927.11 455.22 1,075 1,032.78 0.81 -0.10 0.02 85.00 -10.35 -0.52 0.00 -8.28 0.00 8.28 1,798.80 424.91 937 899.07 0.92 -0.11 0.02 90.00 -10.21 -0.52 0.00 -5.66 0.00 5.66 1,670.48 394.60 808 774.62 1.04 -0.11 0.01 91.00 -5.87 -0.33 0.00 -5.14 0.00 5.14 1,644.82 388.54 783 750.85 1.06 -0.11 0.01 95.00 -5.42 -0.30 0.00 -3.84 0.00 3.84 1,542.17 364.29 689 659.45 1.16 -0.12 0.01 98.42 -5.18 -0.29 0.00 -2.80 0.00 2.80 1,454.49 343.58 613 586.07 1.25 -0.12 0.01 100.00 -5.03 -0.28 0.00 -2.34 0.00 2.34 1,413.86 333.98 579 553.54 1.29 -0.12 0.01 101.00 -3.06 -0.18 0.00 -2.05 0.00 2.05 1,388.20 327.92 558 533.47 1.31 -0.12 0.01 101.08 -2.84 -0.17 0.00 -2.04 0.00 2.04 842.82 201.67 352 334.25 1.32 -0.12 0.01 105.00 -2.57 -0.16 0.00 -1.37 0.00 1.37 793.43 187.43 304 292.22 1.42 -0.13 0.01 110.00 -2.37 -0.15 0.00 -0.58 0.00 0.58 716.45 169.24 248 238.00 1.55 -0.13 0.01 114.00 0.00 -0.14 0.00 0.00 0.00 0.00 654.86 154.69 207 198.62 1.66 -0.13 0.00 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -23.58 -0.83 0.00 -70.77 0.00 70.77 3,213.10 929.30 4,481 3,536.57 0.00 0.00 0.03 5.00 -22.35 -0.83 0.00 -66.61 0.00 66.61 3,161.57 898.99 4,193 3,365.70 0.00 -0.01 0.03 10.00 -21.19 -0.83 0.00 -62.44 0.00 62.44 3,106.46 868.68 3,915 3,194.86 0.01 -0.01 0.03 15.00 -20.06 -0.83 0.00 -58.28 0.00 58.28 3,047.75 838.37 3,647 3,024.43 0.02 -0.02 0.03 20.00 -19.04 -0.82 0.00 -54.14 0.00 54.14 2,985.45 808.06 3,388 2,854.81 0.04 -0.02 0.03 25.00 -18.06 -0.81 0.00 -50.03 0.00 50.03 2,919.56 777.75 3,139 2,686.38 0.07 -0.03 0.03 30.00 -16.98 -0.80 0.00 -45.96 0.00 45.96 2,850.07 747.44 2,899 2,519.53 0.10 -0.03 0.02 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 35.00 -15.93 -0.79 0.00 -41.95 0.00 41.95 2,776.99 717.13 2,669 2,354.66 0.14 -0.04 0.02 40.00 -14.93 -0.77 0.00 -38.01 0.00 38.01 2,700.32 686.82 2,448 2,192.15 0.19 -0.05 0.02 45.00 -14.33 -0.76 0.00 -34.17 0.00 34.17 2,620.06 656.51 2,237 2,032.39 0.24 -0.05 0.02 48.08 -13.76 -0.75 0.00 -31.83 0.00 31.83 2,568.78 637.82 2,111 1,935.41 0.28 -0.06 0.02 50.00 -12.88 -0.72 0.00 -30.40 0.00 30.40 2,536.21 626.20 2,035 1,875.77 0.30 -0.06 0.02 53.00 -12.51 -0.71 0.00 -28.23 0.00 28.23 2,515.46 618.90 1,988 1,838.52 0.34 -0.06 0.02 55.00 -11.64 -0.69 0.00 -26.80 0.00 26.80 2,480.56 606.77 1,910 1,777.20 0.37 -0.07 0.02 60.00 -10.85 -0.66 0.00 -23.36 0.00 23.36 2,390.81 576.46 1,724 1,626.57 0.44 -0.07 0.02 65.00 -10.10 -0.64 0.00 -20.04 0.00 20.04 2,297.47 546.15 1,548 1,480.11 0.52 -0.08 0.02 70.00 -9.40 -0.61 0.00 -16.86 0.00 16.86 2,183.73 515.84 1,381 1,327.99 0.61 -0.09 0.02 75.00 -8.75 -0.58 0.00 -13.83 0.00 13.83 2,055.42 485.53 1,223 1,175.75 0.71 -0.09 0.02 80.00 -8.16 -0.55 0.00 -10.94 0.00 10.94 1,927.11 455.22 1,075 1,032.78 0.81 -0.10 0.02 85.00 -7.61 -0.52 0.00 -8.20 0.00 8.20 1,798.80 424.91 937 899.07 0.92 -0.11 0.01 90.00 -7.50 -0.51 0.00 -5.60 0.00 5.60 1,670.48 394.60 808 774.62 1.03 -0.11 0.01 91.00 -4.31 -0.32 0.00 -5.09 0.00 5.09 1,644.82 388.54 783 750.85 1.06 -0.11 0.01 95.00 -3.98 -0.30 0.00 -3.80 0.00 3.80 1,542.17 364.29 689 659.45 1.15 -0.12 0.01 98.42 -3.80 -0.29 0.00 -2.77 0.00 2.77 1,454.49 343.58 613 586.07 1.24 -0.12 0.01 100.00 -3.69 -0.28 0.00 -2.32 0.00 2.32 1,413.86 333.98 579 553.54 1.28 -0.12 0.01 101.00 -2.25 -0.18 0.00 -2.03 0.00 2.03 1,388.20 327.92 558 533.47 1.30 -0.12 0.01 101.08 -2.08 -0.17 0.00 -2.02 0.00 2.02 842.82 201.67 352 334.25 1.30 -0.12 0.01 105.00 -1.89 -0.16 0.00 -1.35 0.00 1.35 793.43 187.43 304 292.22 1.41 -0.12 0.01 110.00 -1.74 -0.14 0.00 -0.57 0.00 0.57 716.45 169.24 248 238.00 1.54 -0.13 0.01 114.00 0.00 -0.14 0.00 0.00 0.00 0.00 654.86 154.69 207 198.62 1.64 -0.13 0.00 ASSET:412253, Russakis Indrio Rd FL CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.ENG NO:13705373_C3_02 ANALYSIS SUMMARY Reactions . . Max Usage . Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.0W 31.07 0.00 33.27 0.00 0.00 2456.78 0.00 0.71 0.9D + 1.0W 31.06 0.00 24.94 0.00 0.00 2441.77 0.00 0.70 1.2D + 1.0Di + 1.0Wi 1.51 0.00 32.14 0.00 0.00 109.38 0.00 0.04 1.2D + 1.0Ev + 1.0Eh 0.83 0.00 32.10 0.00 0.00 71.20 0.00 0.03 0.9D - 1.0Ev + 1.0Eh 0.83 0.00 23.58 0.00 0.00 70.77 0.00 0.03 1.0D + 1.0W 4.06 0.00 27.77 0.00 0.00 319.94 0.00 0.10 2:37 PM 8/13/2021 412253 - Russakis Indrio Rd FL, FL (ANSI/TIA-222-H) Number of Sides 18 -Moment, Mu 2,456.8 k-ft Capacity Result Diameter 53.7 in Axial, Pu 33.3 k 13%Pass Thickness 5/16 in Shear, Vu 31.1 k 35%Pass Orientation Offset 0 °330 °-- Shape Round -Quantity - Diameter, ø 67 in Bar Size in Thickness 2 1/4 in Diameter, ø 0 in Grade Bracket Type - Yield Strength, Fy 60 ksi Circle 64.00 in Tensile Strength, Fu 75 ksi Orientation Offset ° Clip N/A in Applied Force, Pu 0.0 k Orientation Offset 0 °0.0 k Anchor Rod Detail d η=0.5 Clear Distance 2 1/4 in Applied Moment, Mu 435.0 k Quantity - 3343.4 k Diameter, ø in Bolt Circle in Grade Arrangement Radial -Yield Strength, Fy #N/A ksi Quantity 24 -Tensile Strength, Fu #N/A ksi Diameter, ø 2 1/4 in Bypass Base? Bolt Circle 61 in Orientation Offset ° Grade Applied Force, Pu 0.0 k Yield Strength, Fy 75 ksi 0.0 k Tensile Strength, Fu 100 ksi Spacing 8.0 in Orientation Offset 0 °Quantity - Applied Force, Pu 85.1 k Diameter, ø in 243.6 k Bolt Circle in Grade Yield Strength, Fy #N/A ksi Arrangement Radial -Tensile Strength, Fu #N/A ksi Quantity 24 -Bypass Base? Height 11.75 in Orientation Offset ° Width 6.5 in Applied Force, Pu 0.0 k Effective Width 6.500 in 0.0 k Thickness 3/4 in Effective Thickness 0.750 in Notch 0.5 in Flat Edge 0 in Grade A36 - Yield Strength, Fy 36 ksi Tensile Strength, Fu 58 ksi Horizontal Weld Horizontal Fillet Size 11 3/4 in Bevel Depth 0 in Capacity - Vertical Weld 13%Pass Vertical Fillet Size 11 3/4 in 35%Pass Weld Strength 60 ksi -- Electrode Coefficient 0.857 --- Orientation Offset 0 °-- 5210.8 k 1%Pass 3094.6 k 2%Pass 145.8 k 20%Pass 958.8 k 3%PassStiffener Comp. Base Plate Anchor Rods Bolt Group 1 Bolt Group 2 Dwyidag Stiffener Weld (V) Stiffener Weld (H) Stiffener Tension Base Plate & Anchor Rod Analysis Pole Dimensions Base Reactions Component Base Plate Bending Stress, φMn Base Plate Report Capacities Dwyidag Dywidag Reinforcement Dywidag Bar, φPn A572-60 Original Anchor Rods Additional Anchor Rods Comp. Capacity, φPn Ten. Capacity, φTn Horz. Weld, φRn Vertical Weld, φRn Anchor Rods, φPn Stiffeners A615-75 Fillet Fillet Individual Capacity Summary Component Additional Anchor Rods Additional Rod, φPn Additional Rod, φPn Neutral Axis Anchor Rods X:\N-R\Russakis Indrio Rd FL, FL (412253)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By: 5/14/2020 Reaction Distribution Geometric Properties Shape -Anchor Rod Quantity, N -Applied Axial Force, Pu k Diameter, D in Rod Diameter, d in Applied Horizontal Force, Vu k Thickness, t in Bolt Circle, BC in Yield Strength, Fy ksi Yield Strength, Fy ksi Tensile Strength, Fu ksi Tensile Strength, Fu ksi Vert.-to-Stiffener a=ex/l - Base Plate Chord in Applied Axial, Pu k Spacing Ratio, k - Detail Type -Applied Shear, Vu k Weld Coefficient, C - Detail Factor -Compressive Capacity, φPn k Compressive Capacity, φPn k Clear Distance -Tensile Capacity, φRnt OK Vert.-to-Plate a=ex/l - Interaction Capacity OK Spacing Ratio, k - Weld Coefficient, C - Chord Length AA in Shear Capacity, φVn k Additional AA in Bolt Quantity, N -Pu/fPPn + Vu/fVVn OK Section Modulus, Z in3 Bolt Diameter, d in Applied Moment, Mu k-ft Bolt Circle, BC in Bending Capacity, φMn k-ft Yield Strength, Fy ksi Horz.-to-Stiffener a=ex/l - Capacity, Mu/φMn OK Tensile Strength, Fu ksi Spacing Ratio, k - Applied Axial, Pu k Weld Coefficient, C - Chord Length AB in Applied Shear, Vu k Effective Fillet in Additional AB in Compressive Capacity, φPn k Compressive Capacity, φPn k Section Modulus, Z in3 Compressive Capacity, φPn Horz.-to-Pole a=ex/l - Applied Moment, Mu k-ft Interaction Capacity Spacing Ratio, k - Bending Capacity, φMn k-ft Weld Coefficient, C - Capacity, Mu/φMn OK Shear Capacity, φVn k Bolt Quantity, N -Pu/fPPn + Vu/fVVn OK Bend Line Length in Bolt Diameter, d in Additional Bend Line in Bolt Circle, BC in Section Modulus, Z in3 Yield Strength, Fy ksi Gross Cross Section in2 Applied Moment, Mu k-ft Tensile Strength, Fu ksi Net Cross Section in2 Bending Capacity, φMn k-ft Applied Axial, Pu k Tensile Capacity, φTn k Capacity, Mu/φMn OK Applied Shear, Vu k Capacity, Tu/φTn OK Compressive Capacity, φPn k Compressive Capacity, φPn Arc Length in Interaction Capacity Radius of Gyration in3 Section Modulus, Z in3 kl/r - Moment Arm in 4.71 (E/Fy)- Applied Moment, Mu k-ft Dywidag Quantity, N -Buckling Stress(Fe)- Bending Capacity, φMn k-ft Dywidag Diameter, d in Crit. Buckling Stress(Fcr)ksi Capacity, Mu/φMn Bolt Circle, BC in Compressive Capacity, φPn k Yield Strength, Fy ksi Capacity, Pu/φPn OK Tensile Strength, Fu ksi Applied Axial, Pu k Compressive Capacity, φPn k Capacity, Pu/φPn 26.197 0.115 0.064 3.670 5210.8 0.333 0.064 57.7 0.46 0 61 75 100 243.6 0.354 3.090 3.940 2.25 0.50 d Round 2.940 Plate Compression 4.050 0.115 96.784 155.648 236.7 958.8 0.030 145.8 0.198 0.217 32.56 133.68 269.9 2427.0 0.019 435.0 8405.0 0.052 4.500 0.0 0.000 0.000 0.000 0.0 0.0 0.0 0 0 Dywidag Reinforcement 64 75 100 0.0 0.0 0.0 31.1 0.70 0.00 0.00 0.00 1.00 3.9761 0.0000 1730.1 0.0 0.0 0.0 2456.8 0.0 0.5 0.350 Internal Base Plate 24 2.25 31.1 k 0.0 0.0 0.0 Vu Shear 18580.670.09462.897152.1474 in4#in4in2in2- Section - Factor k-ft Mu Moment 1.002456.8 3.2477 0.8393 4.5 33506.01 Moment of Inertia Threads per Inch Individual InertiaNet AreaGross Area 0.00 21.9 0.0000 0.0000 0 0.00 0.0000 0.0000 0.0000 0 0.00 0 0 Calculations for Monopole Base Plate & Anchor Rod Analysis Stiffener Forces Dywidag Forces Additional Bolt (Grp2) Forces Additional Bolt (Grp1) Forces Anchor Rod Forces Base Forces - Reaction Stiffener Dywidag Bolt2 Bolt1 Bolt Pole 68.6563 44240.80 0.0000 0.0000 0.0000 Plate Tension 32.327 58.066 331.3 3135.6 0.106 33.692 61.916 435.0 3343.4 0.130 15.229 13.552 0 0.0 0.0 0 0 0 11.750 0.301 4174.3 Base Plate Stiffeners Additional Bolt Group 2 Additional Bolt Group 1 Anchor RodsBase Plate 4.5000 4.0500 External Base Plate 67 2.25 0 0 0 85.1 0.011 0.167 3094.6 Vertical Weld Horizontal Weld 60 75 40.066 0.184