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21-102571-Structural Calculations-6-23-2021-V1
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Structural Analysis Report Structure :120 ft Monopole ATC Site Name :CEEJAY WA, WA ATC Asset Number :82935 Engineering Number :13662736_C3_02 Proposed Carrier :VERIZON WIRELESS Carrier Site Name :SEA CEEJAY Carrier Site Number :102772 Site Location :2101 S 324th Street FEDERAL WAY, WA 98003-6824 47.305200,-122.302300 County :King Date :April 20, 2021 Max Usage :49% Result :Pass Prepared By: Alan Freer TEP Reviewed By: COA: 3408 04/20/2021 Eng. Number 13662736_C3_02 April 20, 2021 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion ....................................................................................................................................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 3 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number 13662736_C3_02 April 20, 2021 Page 1 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Introduction The purpose of this report is to summarize results of a structural analysis performed on the 120 ft monopole to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower Drawings Valmont Order #11706-94, dated April 12, 1995 Foundation Drawing Leedco Job #2761, dated April 14, 1995 Geotechnical Report Agra Job #11-10196-00, dated March 29, 1995 Modifications ATC Job #73124330, dated September 1, 2006 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:98 mph (3-Second Gust) Basic Wind Speed w/ Ice:30 mph (3-Second Gust) w/ 1" radial ice concurrent Code:ANSI/TIA-222-H / 2018 IBC Exposure Category:B Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 1.31, S1 = 0.45 Site Class:D - Stiff Soil 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 13662736_C3_02 April 20, 2021 Page 2 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Existing and Reserved Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Ericsson RRUS 32 B2 3 Ericsson RRUS 32 B66A 6 Commscope CBC78-DF-2X116.0 3 Antel BXA-80090/8CF Sector Frame (6) 1 5/8" Coax 110.0 1 RFS SB2-107BC Flush (1) EW63 VERIZON WIRELESS 3 Nokia AEHC AirScale MAA 64T64R 192AE n41 240W100.0 3 Andrew TMZXXX-6516-A3M with actuator 3 Commscope TMAT1921B68-21-43 2 Commscope HELIAX FiberFeed 12 RRU Pendant Connect 3 Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA 99.0 3 Nokia AHFIG 70.55 lbs 98.0 3 Commscope FFVV-65C-R3-V1 Low Profile Platform (2) 1.46" (37.1mm) Hybrid (6) 7/8" Coax T-MOBILE 3 Nokia AirScale RRH 4T4R B5 160W AHCA 6 Powerwave Allgon TT19-08BP111-001 12 Kathrein Scala 860-10025 2 Raycap DC6-48-60-18-8F(32.8 lbs) 3 CellMax CMA-UBTULBULBHH/6517/17/21/21 3 Commscope NNH4-65D-R6 (88.2 lbs) 3 Commscope SBNHH-1D65C (66.1lb) 3 Kathrein Scala 800 10764 3 Nokia AirScale Dual RRH 4T4R B25/66 320W AHFIB 3 Alcatel-Lucent RRH4X25-WCS 1 Raycap DC6-48-60-18-8C 80.0 3 Nokia Airscale Dual RRH 4T4R B12/B14 320W AHLBA Platform with Handrails (3) 0.39" (10mm) Fiber Trunk (2) 0.76" (19.2mm) 8 AWG 6 (4) 0.78" (19.7mm) 8 AWG 6 (4) 2" conduit (1) 3/8" (0.38"- 9.5mm) RET Control Cable (18) 7/8" Coax AT&T MOBILITY 3 Samsung RRH-V3 (2.5GHz w/ Finger Guard) 6 Samsung 800 MHz RRU 3 RFS FIM800CAB-C1D 1 Trimble Acutime 2000 3 KMW ETCR-654L12H6 70.0 3 Samsung RRH-P4 (1.9 GHz) 66.0 2 Andrew Microwaves PX2F·52 T-Arm (3) 1 1/4" Hybriflex Cable (1) 3" conduit (1) 5/16" (0.31"- 7.9mm) Coax (2) 1/2" Coax CLEARWIRE CORPORATION Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 12 Ericsson Radio 2212 B13/B5 (w/o fan) 2 Raycap RxxDC-3315-PF-48 (32 lbs) 2 Amphenol Antel HEX338CW0000X (108.7lbs) 1 Amphenol Antel QUAD336W0000G 4 Amphenol Antel HEX458CW0000G 116.0 2 Amphenol Antel QUAD456W0000G -(2) 1.58" (40.1mm) Hybrid VERIZON WIRELESS Eng. Number 13662736_C3_02 April 20, 2021 Page 3 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 6 Ericsson Radio 22212 Band 13, 66A, 2, 5 variants 3 Ericsson AIR 6449 B77D 2 Raycap RCMDC-6627-PF-48116.0 6 JMA Wireless MX06FRO860-02 (79 lbs) Sector Frame (2) 1 5/8" Hybriflex VERIZON WIRELESS 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. Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 49%Pass Shaft 48%Pass Base Plate 17%Pass Flange 15%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Moment (Kips-Ft)2,120.0 2,862.0 1,355.7 47% Shear (Kips)27.8 37.5 16.7 44% * 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 and Sway* Antenna Elevation (ft)Antenna Carrier Deflection (ft) Sway (Rotation) (°) Ericsson Radio 22212 Band 13, 66A, 2, 5 variants Ericsson AIR 6449 B77D Raycap RCMDC-6627-PF-48116.0 JMA Wireless MX06FRO860-02 (79 lbs) 1.240 1.048 110.0 RFS SB2-107BC VERIZON WIRELESS 1.131 1.041 66.0 Andrew Microwaves PX2F·52 CLEARWIRE CORPORATION 0.424 0.739 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net 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 Pole : Location : Client : Height : Description : Shape : 82935 120 ft Valmont Monopole VERIZON WIRELESS CEEJAY WA, WA 12 Sides 120.00 Taper:0.200026(in/ft) (ft) 0.00 © 2007 - 2021 by ATC IP LLC. All rights reserved. Base Elev (ft): Code:ANSI/TIA-222-H Exposure : Risk Category : Topo Method : Topographic Category : II B Method 1 1 Sections Properties Section (ft) LengthShaft Diameter (in) Accross Flats (in)Top Thick Length (in) Overlap Steel Grade (ksi)Bottom Joint Type Shape 1 52.000 31.79 42.20 0.375 0.000 6512 Sides 2 48.167 23.76 33.39 0.281 62.000 65Slip Joint 12 Sides 3 25.000 19.93 24.68 0.188 0.000 65Butt Joint 12 Sides Discrete Appurtenance Attach (ft)DescriptionQtyElev Force Elev (ft) 116.000 Round Sector Frame3116.000 116.000 JMA Wireless MX06FRO860-02 6116.000 116.000 Antel BXA-80090/8CF3116.000 116.000 Raycap RCMDC-6627-PF-482116.000 116.000 Ericsson AIR 6449 B77D3116.000 116.000 Ericsson RRUS 32 B23116.000 116.000 Ericsson RRUS 32 B66A3116.000 116.000 Ericsson Radio 22212 Band 13, 6116.000 116.000 Commscope CBC78-DF-2X6116.000 110.000 RFS SB2-107BC1110.000 100.000 Andrew TMZXXX-6516-A3M 3100.000 100.000 Nokia AEHC AirScale MAA 3100.000 99.000 Round Low Profile Platform199.000 99.000 Nokia AHFIG 70.55 lbs399.000 99.000 Nokia AirScale Dual RRH 4T4R B399.000 99.000 Commscope HELIAX 299.000 99.000 Commscope TMAT1921B68-399.000 98.000 Commscope FFVV-65C-R3-V1398.000 80.000 Round Platform w/ Handrails180.000 80.000 CellMax CMA-380.000 80.000 Commscope NNH4-65D-R6 380.000 80.000 Commscope SBNHH-1D65C 382.000 80.000 Kathrein Scala 800 10764382.000 80.000 Nokia AirScale Dual RRH 4T4R B381.000 80.000 Alcatel-Lucent RRH4X25-WCS381.000 80.000 Nokia Airscale Dual RRH 4T4R B380.000 80.000 Raycap DC6-48-60-18-8C180.000 80.000 Raycap DC6-48-60-18-8F(32.8 lb282.000 80.000 Nokia AirScale RRH 4T4R B5 160380.000 80.000 Powerwave Allgon TT19-681.000 80.000 Kathrein Scala 860-100251280.000 70.000 Stand-Off370.000 70.000 KMW ETCR-654L12H6370.000 70.000 Samsung RRH-P4 (1.9 GHz)370.000 70.000 Samsung RRH-V3 (2.5GHz w/ 370.000 70.000 Samsung 800 MHz RRU670.000 70.000 RFS FIM800CAB-C1D370.000 70.000 Trimble Acutime 2000170.000 66.000 Andrew Microwaves PX2F·52266.000 Linear Appurtenance Elev (ft) From DescriptionTo Exposed To Wind 5.000 66.000 1/2" Coax No 5.000 70.000 1 1/4" Hybriflex Yes 5.000 70.000 3" conduit Yes 5.000 70.000 5/16" (0.31"-No 5.000 80.000 0.39" (10mm) No 5.000 80.000 0.76" (19.2mm) 8 No 5.000 80.000 3/8" (0.38"- No 5.000 80.000 7/8" Coax No 5.000 110.0 EW63 No 5.000 116.0 1 5/8" Coax No 0.000 116.0 1 5/8" Hybriflex No 0.000 98.000 7/8" Coax Yes 0.000 99.000 1.46" (37.1mm) Yes 0.000 80.000 0.78" (19.7mm) 8 No 0.000 80.000 2" conduit No Load Cases 1.2D + 1.0W 98 mph with No Ice 0.9D + 1.0W 98 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph with 1.00 in Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W Serviceability 60 mph Moment Shear Axial Load Case Reactions (kip)(kip)(kip-ft) 1.2D + 1.0W 1355.71 16.65 35.33 0.9D + 1.0W 1341.60 16.64 26.49 1.2D + 1.0Di + 1.0Wi 168.19 1.98 51.14 1.2D + 1.0Ev + 1.0Eh 514.70 5.64 40.16 0.9D - 1.0Ev + 1.0Eh 502.11 5.63 19.65 1.0D + 1.0W 451.68 5.58 29.46 Dish Deflections Attach Elev (ft)Load Case RotationDeflection (deg)(in) 1.0D + 1.0W 66.00 5.088 0.739 1.0D + 1.0W 110.00 13.569 1.041 Load Case : 1.2D + 1.0W Max Ratio 47.92% at 0.0 ft Interaction 1.020.920.820.720.620.520.420.320.220.120.02Elevation (ft)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 95.000 98.000 105.000 110.000 115.000 120.000 1.00 1.00 0.48 0.47 0.45 0.44 0.43 0.41 0.40 0.38 0.36 0.34 0.32 0.45 0.39 0.35 0.30 0.26 0.21 0.19 0.16 0.12 0.20 0.14 0.10 0.06 0.01 0.00 Site Number: 4/20/2021 12:23:39 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Analysis Parameters Location :Height (ft) : Base Diameter (in) : Top Diameter (in) :Shape : Code : 120 12 Sides 42.20 19.94 ANSI/TIA-222-H Taper (in/ft) :0.200 King County, WA Pole Manfacturer :Valmont Pole Type :Custom 0.00Rotation (deg) : Kd (non-service) :Ke :0.95 0.99 Ice & Wind Parameters Exposure Category:B Topographic Category:1 Crest Height: Design Wind Speed Without Ice: Design Wind Speed With Ice: Operational Wind Speed: Design Ice Thickness: 98 mph 30 mph 60 mph 1.00 in 0 ft Risk Category:II Topographic Factor Procedure:Method 1 HMSL:403.00 ft Seismic Parameters Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil (sec): Period Based on Rayleigh Method (sec):1.94 6 p:1 S S F F S S Max: C Min:1.200 0.191 0.191 0.0461.849 0.5561.050 T LL s : a: ds: 1: v : d1 : C s s : C s 0.4511.313 Load Cases 1.2D + 1.0W 98 mph with No Ice 0.9D + 1.0W 98 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph with 1.00 in Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W Serviceability 60 mph Page:1 Site Number: 4/20/2021 12:23:39 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties 2 )4 )2 )4 ) 52.000 650.3750 42.201-12 0.00 31.797,825 52.000.00 50.50 11276.7 37.94 4782.427.47 112.53 84.8020.04 0.200026 48.167 Slip650.2813 33.392-12 62.00 23.764,200 95.0046.83 29.99 4197.0 21.26 1496.129.14 118.74 84.4819.96 0.200026 25.000 Butt650.1875 24.683-12 0.00 19.931,136 120.0095.00 14.79 1133.3 11.92 593.732.60 131.67 106.3325.81 0.190000 Shaft Weight 13,162 (ft) OrientationEPAaWeight No Ice Ice (lb)(sf)Factor Discrete Appurtenance Properties Elev (ft)Description Weight (lb)(sf) EPAa Orientation FactorKa Vert Ecc Qty Attach Commscope CBC78-DF-2X116.00 13.20 0.388 0.500.0000.806 23.91 0.667 0.50 Ericsson Radio 22212 Band 13, 116.00 82.00 1.856 0.500.0000.806 129.36 2.442 0.50 Ericsson RRUS 32 B66A116.00 50.70 2.720 0.500.0000.803 98.40 3.477 0.50 Ericsson RRUS 32 B2116.00 53.00 2.743 0.500.0000.803 100.87 3.504 0.50 Ericsson AIR 6449 B77D116.00 81.60 4.028 0.700.0000.803 157.41 4.921 0.70 Raycap RCMDC-6627-PF-48116.00 32.00 4.056 0.500.0000.802 114.71 4.944 0.50 Antel BXA-80090/8CF116.00 23.00 8.290 0.730.0000.803 140.85 9.285 0.73 JMA Wireless MX06FRO860-02 116.00 79.00 14.006 0.710.0000.806 284.02 16.419 0.71 Round Sector Frame116.00 300.00 14.400 0.670.0000.753 539.39 25.172 0.67 RFS SB2-107BC110.00 26.50 5.395 1.000.0001.001 98.76 6.279 1.00 Nokia AEHC AirScale MAA 100.00 99.20 6.726 0.610.0000.803 197.52 7.826 0.61 Andrew TMZXXX-6516-A3M with 100.00 38.40 10.049 0.570.0000.803 141.86 11.903 0.57 Commscope TMAT1921B68-21-99.00 15.70 0.660 0.500.0000.803 28.49 1.010 0.50 Commscope HELIAX FiberFeed 99.00 20.00 0.944 0.500.0000.802 38.32 1.401 0.50 Nokia AirScale Dual RRH 4T4R 99.00 83.80 2.218 0.670.0000.803 124.60 2.869 0.67 Nokia AHFIG 70.55 lbs99.00 70.60 2.763 0.670.0000.803 112.63 3.515 0.67 Round Low Profile Platform99.00 1,500.00 21.700 1.000.0001.001 1,914.99 33.997 1.00 Commscope FFVV-65C-R3-V198.00 124.60 21.113 0.630.0000.803 388.82 23.492 0.63 Kathrein Scala 860-1002580.00 1.10 0.140 0.500.0000.7512 4.45 0.330 0.50 Powerwave Allgon TT19-80.00 16.00 0.553 0.501.0000.756 28.63 0.873 0.50 Nokia AirScale RRH 4T4R B5 80.00 35.30 1.286 0.500.0000.753 59.89 1.757 0.50 Raycap DC6-48-60-18-8F(32.8 80.00 32.80 1.470 1.002.0000.752 71.38 1.907 1.00 Raycap DC6-48-60-18-8C80.00 16.00 2.030 1.000.0000.751 52.41 2.505 1.00 Nokia Airscale Dual RRH 4T4R 80.00 77.20 2.228 0.670.0000.753 115.98 2.867 0.67 Alcatel-Lucent RRH4X25-WCS80.00 70.00 3.165 0.721.0000.753 127.15 3.977 0.72 Nokia AirScale Dual RRH 4T4R 80.00 88.20 3.683 0.681.0000.753 152.64 4.503 0.68 Kathrein Scala 800 1076480.00 40.80 5.866 0.672.0000.753 120.38 7.200 0.67 Commscope SBNHH-1D65C 80.00 66.10 11.380 0.702.0000.753 209.02 13.398 0.70 Commscope NNH4-65D-R6 (88.2 80.00 88.20 19.135 0.640.0000.753 313.10 21.678 0.64 CellMax CMA-80.00 104.00 22.722 0.600.0000.753 365.88 25.078 0.60 Round Platform w/ Handrails80.00 2,000.00 27.200 1.000.0001.001 2,810.31 42.486 1.00 Trimble Acutime 200070.00 1.30 0.254 1.000.0000.801 9.77 0.470 1.00 RFS FIM800CAB-C1D70.00 53.00 1.229 0.500.0000.803 80.32 1.695 0.50 Samsung 800 MHz RRU70.00 59.50 2.310 0.670.0000.806 107.57 2.926 0.67 Samsung RRH-V3 (2.5GHz w/ 70.00 59.50 2.403 0.670.0000.803 105.14 3.032 0.67 Samsung RRH-P4 (1.9 GHz)70.00 62.80 2.737 0.670.0000.803 112.43 3.429 0.67 Stand-Off70.00 560.00 8.500 0.670.0001.003 848.95 12.886 0.67 KMW ETCR-654L12H670.00 84.90 15.707 0.610.0000.803 263.49 17.733 0.61 Andrew Microwaves PX2F·5266.00 14.00 5.228 0.900.0001.002 48.07 6.180 0.90 39Num Loadings:Totals 127 23,641.1512,244.60 (ft)(ft) Linear Appurtenance Properties Description From Elev To Elev Wind To (lb/ft) Wt Qty CoaxCoax Dia (in)CarrierFlat(deg) From Face (in) Azimuth Dist ExposedDist Between Rows (in) Max Coax / Row Dist Between Cols (in) Load Case Azimuth (deg) : Page:2 Site Number: 4/20/2021 12:23:39 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS N1.30 N1.98 VERIZON WIRELESS00.0000.00 0.000.00 116.00 1 5/8" Hybriflex2 N0.82 N1.98 VERIZON WIRELESS00.0000.00 0.005.00 116.00 1 5/8" Coax6 N0.51 N2.01 VERIZON WIRELESS00.0000.00 0.005.00 110.00 EW631 Y1.70 N1.46 T-MOBILE3301.0021.00 1.000.00 99.00 1.46" (37.1mm) Hybrid2 Y0.33 N1.09 T-MOBILE3501.0031.00 1.000.00 98.00 7/8" Coax6 N0.59 N0.78 AT&T MOBILITY00.0000.00 0.000.00 80.00 0.78" (19.7mm) 8 AWG 4 N3.65 N2.38 AT&T MOBILITY00.0000.00 0.000.00 80.00 2" conduit4 N0.06 N0.39 AT&T MOBILITY00.0000.00 0.005.00 80.00 0.39" (10mm) Fiber 3 N0.53 N0.76 AT&T MOBILITY00.0000.00 0.005.00 80.00 0.76" (19.2mm) 8 AWG 2 N0.23 N0.38 AT&T MOBILITY00.0000.00 0.005.00 80.00 3/8" (0.38"- 9.5mm) 1 N0.33 N1.09 AT&T MOBILITY00.0000.00 0.005.00 80.00 7/8" Coax18 Y1.00 N1.54 CLEARWIRE 290 1.0021.00 1.005.00 70.00 1 1/4" Hybriflex Cable3 Y7.58 N3.50 CLEARWIRE 270 1.2511.00 1.005.00 70.00 3" conduit1 N0.05 N0.31 CLEARWIRE 0 0.0000.00 0.005.00 70.00 5/16" (0.31"-7.9mm) 1 N0.15 N0.63 CLEARWIRE 0 0.0000.00 0.005.00 66.00 1/2" Coax2 Page:3 Site Number: 4/20/2021 12:23:39 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS (lb) Weight Description (in) Thick Dia (in) Area (in Ix (in W/t Ratio Ratio Segment Properties (Max Len : 5.ft) Seg Top Elev (ft)(ksi) D/t F'y S Z Flat 2)4)(in 3 )(in3 ) 0.00 0.3750 42.200 112.5327.4711,276.750.504 0.074.8 516.2 0.0 5.00 0.3750 41.200 109.8726.7610,486.949.296 849.075.5 491.7 0.0 10.00 0.3750 40.200 107.2026.049,734.948.088 828.476.3 467.8 0.0 15.00 0.3750 39.200 104.5325.339,019.746.881 807.977.1 444.5 0.0 20.00 0.3750 38.199 101.8724.628,340.545.673 787.377.9 421.8 0.0 25.00 0.3750 37.199 99.2023.907,696.244.465 766.878.6 399.7 0.0 30.00 0.3750 36.199 96.5323.197,086.043.258 746.379.4 378.2 0.0 35.00 0.3750 35.199 93.8622.476,509.042.050 725.780.2 357.2 0.0 40.00 0.3750 34.199 91.2021.765,964.140.842 705.281.0 336.9 0.0 45.00 0.3750 33.199 88.5321.045,450.639.635 684.681.8 317.2 0.0 Bot - Section 246.83 0.3750 32.832 87.5520.785,269.939.192 245.981.9 310.1 0.0 50.00 0.3750 32.199 85.8620.334,967.338.427 738.281.9 298.0 0.0 Top - Section 152.00 0.2813 32.361 115.0628.153,816.229.052 458.874.0 227.8 0.0 55.00 0.2813 31.761 112.9327.583,606.028.509 293.874.6 219.3 0.0 60.00 0.2813 30.761 109.3726.633,273.127.603 477.375.7 205.6 0.0 65.00 0.2813 29.761 105.8225.672,961.426.697 461.976.7 192.2 0.0 66.00 0.2813 29.561 105.1025.482,901.526.516 90.576.9 189.6 0.0 70.00 0.2813 28.761 102.2624.722,670.125.792 356.077.8 179.4 0.0 75.00 0.2813 27.761 98.7023.772,398.624.886 431.178.8 166.9 0.0 80.00 0.2813 26.760 95.1522.822,146.123.980 415.779.8 154.9 0.0 85.00 0.2813 25.760 91.5921.861,912.023.074 400.380.9 143.4 0.0 90.00 0.2813 24.760 88.0420.911,695.522.169 384.981.9 132.3 0.0 Top - Section 295.00 0.2813 23.760 84.4819.961,496.121.263 369.581.9 121.6 0.0 Bot - Section 395.00 0.1875 24.688 131.6732.601,133.314.792 69.2 88.7 0.0 98.00 0.1875 24.118 128.6331.791,056.014.448 149.270.0 84.6 0.0 99.00 0.1875 23.927 127.6131.511,031.114.333 49.070.3 83.2 0.0 100.0 0.1875 23.737 126.6031.241,006.514.218 48.670.6 81.9 0.0 105.0 0.1875 22.788 121.5329.89889.513.645 237.072.1 75.4 0.0 110.0 0.1875 21.837 116.4728.53782.013.071 227.373.6 69.2 0.0 115.0 0.1875 20.888 111.4027.17683.512.498 217.575.1 63.2 0.0 116.0 0.1875 20.698 110.3926.90664.912.383 42.375.4 62.1 0.0 120.0 0.1875 19.938 106.3325.81593.711.924 165.476.6 57.5 0.0 13,161.6 Page:4 Site Number: 4/20/2021 12:23:39 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:1.2D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 23 Iterations98 mph with No Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 151.4 0.0 0.0 0.0 151.4 0.0 0.0 0.0 5.00 310.8 1,018.8 0.0 149.6 310.8 1,168.4 0.0 0.0 10.00 317.3 994.1 0.0 292.3 317.3 1,286.4 0.0 0.0 15.00 314.6 969.5 0.0 292.3 314.6 1,261.7 0.0 0.0 20.00 312.0 944.8 0.0 292.3 312.0 1,237.1 0.0 0.0 25.00 309.4 920.2 0.0 292.3 309.4 1,212.4 0.0 0.0 30.00 310.5 895.5 0.0 292.3 310.5 1,187.8 0.0 0.0 35.00 318.1 870.9 0.0 292.3 318.1 1,163.1 0.0 0.0 40.00 327.9 846.2 0.0 292.3 327.9 1,138.5 0.0 0.0 45.00 228.2 821.5 0.0 292.3 228.2 1,113.8 0.0 0.0 46.83 172.2Bot - Section 2 295.1 0.0 107.2 172.2 402.2 0.0 0.0 50.00 180.5 885.9 0.0 185.1 180.5 1,071.0 0.0 0.0 52.00 175.6Top - Section 1 550.6 0.0 116.9 175.6 667.5 0.0 0.0 55.00 283.1 352.6 0.0 175.4 283.1 527.9 0.0 0.0 60.00 358.9 572.8 0.0 292.3 358.9 865.1 0.0 0.0 65.00 217.4 554.3 0.0 292.3 217.4 846.6 0.0 0.0 66.00 183.7Appurtenance(s)108.6 209.1 0.0 0.0 33.6 0.0 58.5 392.8 200.7 0.0 0.0 70.00 279.3Appurtenance(s)427.2 1,298.3 0.0 0.0 3,382.7 0.0 232.4 1,577.6 4,042.2 0.0 0.0 75.00 262.1 517.3 0.0 226.7 262.1 744.0 0.0 0.0 80.00 257.4Appurtenance(s)498.8 3,136.8 0.0 1,652.8 4,680.2 0.0 226.7 3,394.2 5,405.8 0.0 0.0 85.00 252.1 480.3 0.0 80.5 252.1 560.8 0.0 0.0 90.00 246.3 461.9 0.0 80.5 246.3 542.3 0.0 0.0 95.00 196.0Top - Section 2 443.4 0.0 80.5 196.0 523.8 0.0 0.0 98.00 98.8Appurtenance(s)179.1 794.2 0.0 0.0 448.6 0.0 48.3 893.0 675.9 0.0 0.0 99.00 48.9Appurtenance(s)58.8 779.9 0.0 0.0 2,460.4 0.0 13.7 828.8 2,532.8 0.0 0.0 100.00 144.5Appurtenance(s)58.3 590.4 0.0 0.0 495.4 0.0 9.6 734.9 563.3 0.0 0.0 105.00 236.9 284.4 0.0 48.2 236.9 332.6 0.0 0.0 110.00 230.1Appurtenance(s)272.7 138.7 0.0 0.0 31.8 0.0 48.2 368.8 352.7 0.0 0.0 115.00 135.5 261.0 0.0 45.1 135.5 306.1 0.0 0.0 116.00 100.4Appurtenance(s)50.8 2,765.1 0.0 0.0 3,160.9 0.0 9.0 2,865.5 3,220.7 0.0 0.0 120.00 78.2 198.5 0.0 0.0 78.2 198.5 0.0 0.0 Totals:16,750.5 35,351.8 0.00 0.00 Page:5 Site Number: 4/20/2021 12:23:41 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:1.2D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 23 Iterations98 mph with No Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -35.33 -16.65 -1,355.710.00 0.00 1,355.71 3,397.66 886.34 2,894.133,497.15 0.00 0.00 0.479 5.00 -34.11 -16.44 -1,272.460.00 0.00 1,272.46 3,350.99 865.15 2,785.523,331.95 0.09 -0.17 0.467 10.00 -32.78 -16.21 -1,190.270.00 0.00 1,190.27 3,302.63 843.95 2,677.453,170.74 0.35 -0.33 0.455 15.00 -31.47 -15.98 -1,109.220.00 0.00 1,109.22 3,252.58 822.76 2,570.033,013.54 0.79 -0.50 0.442 20.00 -30.19 -15.74 -1,029.320.00 0.00 1,029.32 3,200.83 801.56 2,463.372,860.33 1.41 -0.67 0.428 25.00 -28.94 -15.50 -950.600.00 0.00 950.60 3,147.39 780.37 2,357.562,711.12 2.20 -0.84 0.413 30.00 -27.71 -15.26 -873.090.00 0.00 873.09 3,092.25 759.17 2,252.722,565.90 3.17 -1.01 0.397 35.00 -26.51 -14.99 -796.810.00 0.00 796.81 3,035.42 737.98 2,148.942,424.68 4.31 -1.17 0.380 40.00 -25.34 -14.71 -721.850.00 0.00 721.85 2,976.89 716.78 2,046.342,287.46 5.63 -1.34 0.362 45.00 -24.20 -14.50 -648.280.00 0.00 648.28 2,916.67 695.59 1,945.012,154.23 7.12 -1.50 0.342 46.83 -23.78 -14.36 -621.690.00 0.00 621.69 2,888.84 687.82 1,904.682,106.39 7.71 -1.56 0.335 50.00 -22.70 -14.18 -576.240.00 0.00 576.24 2,832.46 674.40 1,830.652,025.01 8.79 -1.67 0.323 52.00 -22.02 -14.01 -547.880.00 0.00 547.88 1,935.19 509.87 1,264.571,542.99 9.50 -1.73 0.445 55.00 -21.46 -13.77 -505.840.00 0.00 505.84 1,914.99 500.33 1,227.761,485.82 10.62 -1.83 0.424 60.00 -20.57 -13.44 -437.010.00 0.00 437.01 1,879.97 484.44 1,166.671,392.94 12.63 -2.01 0.386 65.00 -19.71 -13.23 -369.800.00 0.00 369.80 1,843.25 468.54 1,106.011,303.05 14.83 -2.19 0.346 66.00 -19.50 -12.86 -356.560.00 0.00 356.56 1,835.70 465.36 1,093.941,285.43 15.29 -2.22 0.337 70.00 -15.50 -11.16 -305.130.00 0.00 305.13 1,804.84 452.64 1,045.871,216.16 17.21 -2.35 0.301 75.00 -14.74 -10.90 -249.330.00 0.00 249.33 1,764.73 436.75 986.371,132.27 19.75 -2.50 0.262 80.00 -9.48 -7.29 -193.170.00 0.00 193.17 1,722.93 420.85 927.601,051.38 22.44 -2.63 0.214 85.00 -8.92 -7.03 -156.730.00 0.00 156.73 1,679.44 404.96 869.67973.49 25.26 -2.75 0.186 90.00 -8.38 -6.77 -121.590.00 0.00 121.59 1,634.05 389.06 812.60898.59 28.20 -2.85 0.155 95.00 -7.85 -6.56 -87.750.00 0.00 87.75 1,567.29 373.16 747.19826.69 31.23 -2.94 0.123 95.00 -7.85 -6.56 -87.750.00 0.00 87.75 920.69 259.60 459.99599.94 31.23 -2.94 0.200 98.00 -7.22 -5.63 -68.080.00 0.00 68.08 910.82 253.56 444.39572.35 33.09 -2.98 0.162 99.00 -4.74 -4.67 -62.440.00 0.00 62.44 907.41 251.54 439.18563.30 33.72 -3.00 0.148 100.00 -4.21 -3.91 -57.770.00 0.00 57.77 903.94 249.53 433.97554.32 34.35 -3.02 0.138 105.00 -3.88 -3.66 -38.200.00 0.00 38.20 885.66 239.47 407.91510.52 37.54 -3.08 0.098 110.00 -3.55 -3.28 -19.880.00 0.00 19.88 865.85 229.40 381.89468.51 40.80 -3.13 0.056 115.00 -3.25 -3.13 -3.480.00 0.00 3.48 844.51 219.33 355.99428.31 44.09 -3.15 0.014 116.00 -0.19 -0.09 -0.360.00 0.00 0.36 840.06 217.32 350.83420.48 44.75 -3.15 0.001 120.00 0.00 -0.08 0.000.00 0.00 0.00 821.64 209.27 330.31389.91 47.39 -3.15 0.000 Page:6 Site Number: 4/20/2021 12:23:41 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:0.9D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.00 23 Iterations98 mph with No Ice (Reduced DL) Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 151.4 0.0 0.0 0.0 151.4 0.0 0.0 0.0 5.00 310.8 764.1 0.0 112.2 310.8 876.3 0.0 0.0 10.00 317.3 745.6 0.0 219.2 317.3 964.8 0.0 0.0 15.00 314.6 727.1 0.0 219.2 314.6 946.3 0.0 0.0 20.00 312.0 708.6 0.0 219.2 312.0 927.8 0.0 0.0 25.00 309.4 690.1 0.0 219.2 309.4 909.3 0.0 0.0 30.00 310.5 671.6 0.0 219.2 310.5 890.8 0.0 0.0 35.00 318.1 653.1 0.0 219.2 318.1 872.3 0.0 0.0 40.00 327.9 634.6 0.0 219.2 327.9 853.8 0.0 0.0 45.00 228.2 616.2 0.0 219.2 228.2 835.3 0.0 0.0 46.83 172.2Bot - Section 2 221.3 0.0 80.4 172.2 301.7 0.0 0.0 50.00 180.5 664.4 0.0 138.8 180.5 803.2 0.0 0.0 52.00 175.6Top - Section 1 412.9 0.0 87.7 175.6 500.6 0.0 0.0 55.00 283.1 264.4 0.0 131.5 283.1 395.9 0.0 0.0 60.00 358.9 429.6 0.0 219.2 358.9 648.8 0.0 0.0 65.00 217.4 415.7 0.0 219.2 217.4 634.9 0.0 0.0 66.00 183.7Appurtenance(s)81.5 209.1 0.0 0.0 25.2 0.0 43.8 392.8 150.5 0.0 0.0 70.00 279.3Appurtenance(s)320.4 1,298.3 0.0 0.0 2,537.0 0.0 174.3 1,577.6 3,031.7 0.0 0.0 75.00 262.1 388.0 0.0 170.0 262.1 558.0 0.0 0.0 80.00 257.4Appurtenance(s)374.1 3,136.8 0.0 1,652.8 3,510.2 0.0 170.0 3,394.2 4,054.3 0.0 0.0 85.00 252.1 360.3 0.0 60.3 252.1 420.6 0.0 0.0 90.00 246.3 346.4 0.0 60.3 246.3 406.7 0.0 0.0 95.00 196.0Top - Section 2 332.5 0.0 60.3 196.0 392.9 0.0 0.0 98.00 98.8Appurtenance(s)134.3 794.2 0.0 0.0 336.4 0.0 36.2 893.0 506.9 0.0 0.0 99.00 48.9Appurtenance(s)44.1 779.9 0.0 0.0 1,845.3 0.0 10.3 828.8 1,899.6 0.0 0.0 100.00 144.5Appurtenance(s)43.7 590.4 0.0 0.0 371.5 0.0 7.2 734.9 422.5 0.0 0.0 105.00 236.9 213.3 0.0 36.1 236.9 249.5 0.0 0.0 110.00 230.1Appurtenance(s)204.5 138.7 0.0 0.0 23.8 0.0 36.1 368.8 264.5 0.0 0.0 115.00 135.5 195.8 0.0 33.8 135.5 229.6 0.0 0.0 116.00 100.4Appurtenance(s)38.1 2,765.1 0.0 0.0 2,370.7 0.0 6.8 2,865.5 2,415.6 0.0 0.0 120.00 78.2 148.9 0.0 0.0 78.2 148.9 0.0 0.0 Totals:16,750.5 26,513.8 0.00 0.00 Page:7 Site Number: 4/20/2021 12:23:44 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:0.9D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.00 23 Iterations98 mph with No Ice (Reduced DL) Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -26.49 -16.64 -1,341.600.00 0.00 1,341.60 3,397.66 886.34 2,894.133,497.15 0.00 0.00 0.472 5.00 -25.57 -16.40 -1,258.420.00 0.00 1,258.42 3,350.99 865.15 2,785.523,331.95 0.09 -0.16 0.460 10.00 -24.56 -16.15 -1,176.420.00 0.00 1,176.42 3,302.63 843.95 2,677.453,170.74 0.35 -0.33 0.447 15.00 -23.57 -15.90 -1,095.680.00 0.00 1,095.68 3,252.58 822.76 2,570.033,013.54 0.78 -0.50 0.434 20.00 -22.60 -15.64 -1,016.200.00 0.00 1,016.20 3,200.83 801.56 2,463.372,860.33 1.39 -0.66 0.420 25.00 -21.65 -15.38 -938.000.00 0.00 938.00 3,147.39 780.37 2,357.562,711.12 2.17 -0.83 0.405 30.00 -20.72 -15.12 -861.090.00 0.00 861.09 3,092.25 759.17 2,252.722,565.90 3.13 -0.99 0.389 35.00 -19.81 -14.84 -785.510.00 0.00 785.51 3,035.42 737.98 2,148.942,424.68 4.26 -1.16 0.372 40.00 -18.92 -14.55 -711.310.00 0.00 711.31 2,976.89 716.78 2,046.342,287.46 5.56 -1.32 0.354 45.00 -18.06 -14.33 -638.570.00 0.00 638.57 2,916.67 695.59 1,945.012,154.23 7.04 -1.48 0.335 46.83 -17.75 -14.18 -612.300.00 0.00 612.30 2,888.84 687.82 1,904.682,106.39 7.62 -1.54 0.328 50.00 -16.93 -14.00 -567.400.00 0.00 567.40 2,832.46 674.40 1,830.652,025.01 8.68 -1.65 0.316 52.00 -16.42 -13.83 -539.400.00 0.00 539.40 1,935.19 509.87 1,264.571,542.99 9.38 -1.71 0.436 55.00 -16.00 -13.58 -497.910.00 0.00 497.91 1,914.99 500.33 1,227.761,485.82 10.48 -1.80 0.415 60.00 -15.32 -13.24 -430.030.00 0.00 430.03 1,879.97 484.44 1,166.671,392.94 12.47 -1.98 0.377 65.00 -14.67 -13.03 -363.820.00 0.00 363.82 1,843.25 468.54 1,106.011,303.05 14.64 -2.16 0.338 66.00 -14.51 -12.65 -350.790.00 0.00 350.79 1,835.70 465.36 1,093.941,285.43 15.10 -2.19 0.329 70.00 -11.52 -10.98 -300.180.00 0.00 300.18 1,804.84 452.64 1,045.871,216.16 16.99 -2.32 0.294 75.00 -10.95 -10.72 -245.270.00 0.00 245.27 1,764.73 436.75 986.371,132.27 19.50 -2.46 0.255 80.00 -7.03 -7.17 -190.000.00 0.00 190.00 1,722.93 420.85 927.601,051.38 22.15 -2.59 0.209 85.00 -6.61 -6.91 -154.150.00 0.00 154.15 1,679.44 404.96 869.67973.49 24.93 -2.71 0.181 90.00 -6.21 -6.65 -119.600.00 0.00 119.60 1,634.05 389.06 812.60898.59 27.82 -2.81 0.151 95.00 -5.82 -6.45 -86.330.00 0.00 86.33 1,567.29 373.16 747.19826.69 30.81 -2.90 0.120 95.00 -5.82 -6.45 -86.330.00 0.00 86.33 920.69 259.60 459.99599.94 30.81 -2.90 0.195 98.00 -5.35 -5.53 -66.990.00 0.00 66.99 910.82 253.56 444.39572.35 32.64 -2.94 0.157 99.00 -3.50 -4.61 -61.460.00 0.00 61.46 907.41 251.54 439.18563.30 33.26 -2.96 0.144 100.00 -3.11 -3.85 -56.850.00 0.00 56.85 903.94 249.53 433.97554.32 33.88 -2.97 0.135 105.00 -2.87 -3.61 -37.580.00 0.00 37.58 885.66 239.47 407.91510.52 37.03 -3.04 0.096 110.00 -2.62 -3.23 -19.550.00 0.00 19.55 865.85 229.40 381.89468.51 40.24 -3.09 0.054 115.00 -2.40 -3.08 -3.420.00 0.00 3.42 844.51 219.33 355.99428.31 43.48 -3.11 0.013 116.00 -0.14 -0.09 -0.340.00 0.00 0.34 840.06 217.32 350.83420.48 44.13 -3.11 0.001 120.00 0.00 -0.08 0.000.00 0.00 0.00 821.64 209.27 330.31389.91 46.74 -3.11 0.000 Page:8 Site Number: 4/20/2021 12:23:44 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 21 Iterations Ice Importance Factor :1.00 Ice Dead Load Factor :1.00 30 mph with 1.00 in Radial Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 18.6 0.0 0.0 0.0 18.6 0.0 0.0 0.0 5.00 36.8 1,228.8 0.0 208.3 36.8 1,437.2 0.0 0.0 10.00 36.0 1,223.5 0.0 391.7 36.0 1,615.2 0.0 0.0 15.00 35.2 1,205.2 0.0 395.8 35.2 1,601.0 0.0 0.0 20.00 34.4 1,182.7 0.0 398.6 34.4 1,581.3 0.0 0.0 25.00 33.6 1,158.0 0.0 400.8 33.6 1,558.8 0.0 0.0 30.00 33.2 1,131.9 0.0 402.6 33.2 1,534.5 0.0 0.0 35.00 33.4 1,104.9 0.0 404.1 33.4 1,509.0 0.0 0.0 40.00 33.8 1,077.1 0.0 405.4 33.8 1,482.6 0.0 0.0 45.00 23.2 1,048.8 0.0 406.6 23.2 1,455.5 0.0 0.0 46.83 17.2Bot - Section 2 378.2 0.0 149.4 17.2 527.5 0.0 0.0 50.00 17.9 1,029.9 0.0 258.3 17.9 1,288.3 0.0 0.0 52.00 17.3Top - Section 1 641.0 0.0 163.4 17.3 804.3 0.0 0.0 55.00 27.6 486.3 0.0 245.3 27.6 731.7 0.0 0.0 60.00 34.4 790.6 0.0 409.6 34.4 1,200.2 0.0 0.0 65.00 20.6 767.1 0.0 410.4 20.6 1,177.5 0.0 0.0 66.00 17.0Appurtenance(s)151.1 23.2 0.0 0.0 85.8 0.2 82.2 40.4 319.1 0.0 0.0 70.00 30.4Appurtenance(s)593.3 156.9 0.0 0.0 4,969.2 0.9 327.6 188.1 5,890.1 0.0 0.0 75.00 33.4 719.3 0.0 301.0 33.4 1,020.3 0.0 0.0 80.00 32.9Appurtenance(s)695.2 368.8 0.0 188.0 7,548.3 0.0 301.3 401.7 8,544.8 0.0 0.0 85.00 32.3 670.9 0.0 155.5 32.3 826.3 0.0 0.0 90.00 31.7 646.4 10.2 155.8 41.9 802.2 0.0 0.0 95.00 25.2Top - Section 2 621.8 10.4 156.1 35.7 777.9 0.0 0.0 98.00 12.7Appurtenance(s)288.2 82.8 0.0 0.0 1,063.2 6.3 93.8 101.9 1,445.2 0.0 0.0 99.00 6.3Appurtenance(s)94.9 108.9 0.0 0.0 3,033.3 0.0 18.6 115.3 3,146.8 0.0 0.0 100.00 18.7Appurtenance(s)94.2 65.0 0.0 0.0 965.2 0.0 9.6 83.7 1,069.0 0.0 0.0 105.00 30.7 457.7 0.0 48.2 30.7 505.9 0.0 0.0 110.00 30.0Appurtenance(s)439.9 15.1 0.0 0.0 88.0 0.0 48.2 45.1 576.1 0.0 0.0 115.00 17.7 422.1 0.0 45.1 17.7 467.2 0.0 0.0 116.00 14.4Appurtenance(s)82.8 338.2 0.0 0.0 5,834.2 0.0 9.0 352.5 5,926.1 0.0 0.0 120.00 11.5 322.4 0.0 0.0 11.5 322.4 0.0 0.0 Totals:1,984.87 51,144.2 0.00 0.00 Page:9 Site Number: 4/20/2021 12:23:46 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 21 Iterations Ice Importance Factor :1.00 Ice Dead Load Factor :1.00 30 mph with 1.00 in Radial Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -51.14 -1.98 -168.190.00 0.00 168.19 3,397.66 886.34 2,894.133,497.15 0.00 0.00 0.073 5.00 -49.71 -1.96 -158.320.00 0.00 158.32 3,350.99 865.15 2,785.523,331.95 0.01 -0.02 0.072 10.00 -48.09 -1.94 -148.540.00 0.00 148.54 3,302.63 843.95 2,677.453,170.74 0.04 -0.04 0.070 15.00 -46.49 -1.92 -138.860.00 0.00 138.86 3,252.58 822.76 2,570.033,013.54 0.10 -0.06 0.068 20.00 -44.91 -1.90 -129.270.00 0.00 129.27 3,200.83 801.56 2,463.372,860.33 0.18 -0.08 0.067 25.00 -43.35 -1.88 -119.790.00 0.00 119.79 3,147.39 780.37 2,357.562,711.12 0.27 -0.10 0.065 30.00 -41.81 -1.86 -110.400.00 0.00 110.40 3,092.25 759.17 2,252.722,565.90 0.40 -0.13 0.063 35.00 -40.30 -1.83 -101.120.00 0.00 101.12 3,035.42 737.98 2,148.942,424.68 0.54 -0.15 0.060 40.00 -38.82 -1.81 -91.950.00 0.00 91.95 2,976.89 716.78 2,046.342,287.46 0.70 -0.17 0.058 45.00 -37.36 -1.79 -82.890.00 0.00 82.89 2,916.67 695.59 1,945.012,154.23 0.89 -0.19 0.055 46.83 -36.84 -1.78 -79.610.00 0.00 79.61 2,888.84 687.82 1,904.682,106.39 0.97 -0.20 0.055 50.00 -35.55 -1.76 -73.970.00 0.00 73.97 2,832.46 674.40 1,830.652,025.01 1.10 -0.21 0.053 52.00 -34.74 -1.75 -70.440.00 0.00 70.44 1,935.19 509.87 1,264.571,542.99 1.19 -0.22 0.074 55.00 -34.01 -1.73 -65.190.00 0.00 65.19 1,914.99 500.33 1,227.761,485.82 1.33 -0.23 0.071 60.00 -32.81 -1.70 -56.540.00 0.00 56.54 1,879.97 484.44 1,166.671,392.94 1.59 -0.25 0.066 65.00 -31.63 -1.69 -48.020.00 0.00 48.02 1,843.25 468.54 1,106.011,303.05 1.87 -0.28 0.061 66.00 -31.31 -1.65 -46.340.00 0.00 46.34 1,835.70 465.36 1,093.941,285.43 1.92 -0.28 0.059 70.00 -25.42 -1.44 -39.740.00 0.00 39.74 1,804.84 452.64 1,045.871,216.16 2.17 -0.30 0.052 75.00 -24.40 -1.41 -32.540.00 0.00 32.54 1,764.73 436.75 986.371,132.27 2.49 -0.32 0.047 80.00 -15.86 -0.96 -25.310.00 0.00 25.31 1,722.93 420.85 927.601,051.38 2.83 -0.34 0.036 85.00 -15.03 -0.93 -20.490.00 0.00 20.49 1,679.44 404.96 869.67973.49 3.19 -0.35 0.033 90.00 -14.23 -0.89 -15.850.00 0.00 15.85 1,634.05 389.06 812.60898.59 3.57 -0.36 0.028 95.00 -13.45 -0.85 -11.420.00 0.00 11.42 1,567.29 373.16 747.19826.69 3.96 -0.38 0.024 95.00 -13.45 -0.85 -11.420.00 0.00 11.42 920.69 259.60 459.99599.94 3.96 -0.38 0.039 98.00 -12.01 -0.74 -8.880.00 0.00 8.88 910.82 253.56 444.39572.35 4.19 -0.38 0.033 99.00 -8.86 -0.60 -8.140.00 0.00 8.14 907.41 251.54 439.18563.30 4.27 -0.38 0.028 100.00 -7.79 -0.51 -7.540.00 0.00 7.54 903.94 249.53 433.97554.32 4.35 -0.39 0.026 105.00 -7.29 -0.48 -4.990.00 0.00 4.99 885.66 239.47 407.91510.52 4.76 -0.39 0.020 110.00 -6.71 -0.43 -2.610.00 0.00 2.61 865.85 229.40 381.89468.51 5.18 -0.40 0.015 115.00 -6.25 -0.41 -0.460.00 0.00 0.46 844.51 219.33 355.99428.31 5.60 -0.40 0.009 116.00 -0.32 -0.01 -0.050.00 0.00 0.05 840.06 217.32 350.83420.48 5.68 -0.40 0.001 120.00 0.00 -0.01 0.000.00 0.00 0.00 821.64 209.27 330.31389.91 6.02 -0.40 0.000 Page:10 Site Number: 4/20/2021 12:23:47 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 22 IterationsServiceability 60 mph Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 50.8 0.0 0.0 0.0 50.8 0.0 0.0 0.0 5.00 104.2 849.0 0.0 124.7 104.2 973.7 0.0 0.0 10.00 106.4 828.4 0.0 243.6 106.4 1,072.0 0.0 0.0 15.00 105.5 807.9 0.0 243.6 105.5 1,051.4 0.0 0.0 20.00 104.6 787.3 0.0 243.6 104.6 1,030.9 0.0 0.0 25.00 103.8 766.8 0.0 243.6 103.8 1,010.4 0.0 0.0 30.00 104.1 746.3 0.0 243.6 104.1 989.8 0.0 0.0 35.00 106.7 725.7 0.0 243.6 106.7 969.3 0.0 0.0 40.00 110.0 705.2 0.0 243.6 110.0 948.7 0.0 0.0 45.00 76.5 684.6 0.0 243.6 76.5 928.2 0.0 0.0 46.83 57.7Bot - Section 2 245.9 0.0 89.3 57.7 335.2 0.0 0.0 50.00 60.5 738.2 0.0 154.2 60.5 892.5 0.0 0.0 52.00 58.9Top - Section 1 458.8 0.0 97.4 58.9 556.2 0.0 0.0 55.00 95.0 293.8 0.0 146.1 95.0 439.9 0.0 0.0 60.00 120.4 477.3 0.0 243.6 120.4 720.9 0.0 0.0 65.00 72.9 461.9 0.0 243.6 72.9 705.5 0.0 0.0 66.00 61.6Appurtenance(s)90.5 70.1 0.0 0.0 28.0 0.0 48.7 131.7 167.2 0.0 0.0 70.00 93.7Appurtenance(s)356.0 435.4 0.0 0.0 2,818.9 0.0 193.6 529.1 3,368.5 0.0 0.0 75.00 87.9 431.1 0.0 188.9 87.9 620.0 0.0 0.0 80.00 86.3Appurtenance(s)415.7 1,052.1 0.0 554.3 3,900.2 0.0 188.9 1,138.4 4,504.8 0.0 0.0 85.00 84.6 400.3 0.0 67.1 84.6 467.3 0.0 0.0 90.00 82.6 384.9 0.0 67.1 82.6 451.9 0.0 0.0 95.00 65.7Top - Section 2 369.5 0.0 67.1 65.7 436.5 0.0 0.0 98.00 33.1Appurtenance(s)149.2 266.4 0.0 0.0 373.8 0.0 40.2 299.5 563.3 0.0 0.0 99.00 16.4Appurtenance(s)49.0 261.6 0.0 0.0 2,050.3 0.0 11.4 278.0 2,110.7 0.0 0.0 100.00 48.5Appurtenance(s)48.6 198.0 0.0 0.0 412.8 0.0 8.0 246.5 469.4 0.0 0.0 105.00 79.5 237.0 0.0 40.2 79.5 277.2 0.0 0.0 110.00 77.2Appurtenance(s)227.3 46.5 0.0 0.0 26.5 0.0 40.2 123.7 293.9 0.0 0.0 115.00 45.4 217.5 0.0 37.6 45.4 255.1 0.0 0.0 116.00 33.7Appurtenance(s)42.3 927.4 0.0 0.0 2,634.1 0.0 7.5 961.1 2,684.0 0.0 0.0 120.00 26.2 165.4 0.0 0.0 26.2 165.4 0.0 0.0 Totals:5,617.91 29,459.8 0.00 0.00 Page:11 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 22 IterationsServiceability 60 mph Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -29.46 -5.58 -451.680.00 0.00 451.68 3,397.66 886.34 2,894.133,497.15 0.00 0.00 0.165 5.00 -28.48 -5.50 -423.770.00 0.00 423.77 3,350.99 865.15 2,785.523,331.95 0.03 -0.06 0.161 10.00 -27.40 -5.42 -396.250.00 0.00 396.25 3,302.63 843.95 2,677.453,170.74 0.12 -0.11 0.156 15.00 -26.34 -5.34 -369.140.00 0.00 369.14 3,252.58 822.76 2,570.033,013.54 0.26 -0.17 0.152 20.00 -25.31 -5.26 -342.430.00 0.00 342.43 3,200.83 801.56 2,463.372,860.33 0.47 -0.22 0.147 25.00 -24.29 -5.17 -316.150.00 0.00 316.15 3,147.39 780.37 2,357.562,711.12 0.73 -0.28 0.142 30.00 -23.30 -5.09 -290.290.00 0.00 290.29 3,092.25 759.17 2,252.722,565.90 1.05 -0.34 0.136 35.00 -22.33 -4.99 -264.860.00 0.00 264.86 3,035.42 737.98 2,148.942,424.68 1.44 -0.39 0.131 40.00 -21.37 -4.90 -239.880.00 0.00 239.88 2,976.89 716.78 2,046.342,287.46 1.87 -0.45 0.124 45.00 -20.44 -4.83 -215.390.00 0.00 215.39 2,916.67 695.59 1,945.012,154.23 2.37 -0.50 0.118 46.83 -20.11 -4.78 -206.540.00 0.00 206.54 2,888.84 687.82 1,904.682,106.39 2.57 -0.52 0.115 50.00 -19.21 -4.72 -191.420.00 0.00 191.42 2,832.46 674.40 1,830.652,025.01 2.92 -0.55 0.111 52.00 -18.65 -4.66 -181.980.00 0.00 181.98 1,935.19 509.87 1,264.571,542.99 3.16 -0.58 0.154 55.00 -18.21 -4.58 -168.000.00 0.00 168.00 1,914.99 500.33 1,227.761,485.82 3.53 -0.61 0.146 60.00 -17.49 -4.47 -145.120.00 0.00 145.12 1,879.97 484.44 1,166.671,392.94 4.20 -0.67 0.134 65.00 -16.78 -4.39 -122.790.00 0.00 122.79 1,843.25 468.54 1,106.011,303.05 4.93 -0.73 0.120 66.00 -16.61 -4.27 -118.400.00 0.00 118.40 1,835.70 465.36 1,093.941,285.43 5.09 -0.74 0.117 70.00 -13.25 -3.71 -101.320.00 0.00 101.32 1,804.84 452.64 1,045.871,216.16 5.73 -0.78 0.104 75.00 -12.63 -3.62 -82.790.00 0.00 82.79 1,764.73 436.75 986.371,132.27 6.57 -0.83 0.091 80.00 -8.14 -2.42 -64.140.00 0.00 64.14 1,722.93 420.85 927.601,051.38 7.47 -0.87 0.074 85.00 -7.67 -2.33 -52.040.00 0.00 52.04 1,679.44 404.96 869.67973.49 8.40 -0.91 0.064 90.00 -7.22 -2.25 -40.380.00 0.00 40.38 1,634.05 389.06 812.60898.59 9.38 -0.95 0.054 95.00 -6.78 -2.18 -29.140.00 0.00 29.14 1,567.29 373.16 747.19826.69 10.39 -0.98 0.043 95.00 -6.78 -2.18 -29.140.00 0.00 29.14 920.69 259.60 459.99599.94 10.39 -0.98 0.071 98.00 -6.22 -1.87 -22.610.00 0.00 22.61 910.82 253.56 444.39572.35 11.01 -0.99 0.058 99.00 -4.12 -1.55 -20.750.00 0.00 20.75 907.41 251.54 439.18563.30 11.21 -1.00 0.052 100.00 -3.65 -1.30 -19.190.00 0.00 19.19 903.94 249.53 433.97554.32 11.42 -1.00 0.048 105.00 -3.38 -1.22 -12.690.00 0.00 12.69 885.66 239.47 407.91510.52 12.49 -1.03 0.035 110.00 -3.09 -1.09 -6.600.00 0.00 6.60 865.85 229.40 381.89468.51 13.57 -1.04 0.021 115.00 -2.83 -1.04 -1.160.00 0.00 1.16 844.51 219.33 355.99428.31 14.66 -1.05 0.007 116.00 -0.16 -0.03 -0.120.00 0.00 0.12 840.06 217.32 350.83420.48 14.88 -1.05 0.001 120.00 0.00 -0.03 0.000.00 0.00 0.00 821.64 209.27 330.31389.91 15.76 -1.05 0.000 Page:12 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Equivalent Lateral Forces Method Analysis Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coeffiecient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 1.31 0.45 6 1.00 1.20 1.85 1.50 1.05 0.56 0.19 0.19 0.05 1.94 1.00 1.72 29.46 5.62 k k ): 1 L ): ): s E): ): a v ds): d1): s ): s s : : Segment (ft) Height Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Vertical Force Load Case 1.2D + 1.0Ev + 1.0Eh Seismic z vx 30 2330.014612165 77118.00 29 700.00417850 22115.50 28 3600.019869255 109112.50 27 3770.019842267 105107.50 26 3910.018804277 101102.50 25 800.00315657 2099.50 24 850.00416460 2098.50 23 2670.011495189 6296.50 22 6160.0241,061437 13392.50 21 6370.022998452 12587.50 20 6590.021933467 11782.50 19 8530.0241,084605 13677.50 18 8740.022991620 12472.50 17 7750.018786550 9868.00 16 1960.004187139 2365.50 15 9950.019873705 10962.50 14 1,0170.017773721 9757.50 13 6200.009417440 5253.50 12 7840.011485556 6151.00 11 1,2580.016712892 8948.42 10 4730.005244335 3145.92 9 1,3090.013591928 7442.50 8 1,3380.011487949 6137.50 7 1,3670.009389969 4932.50 6 1,3960.007298990 3727.50 Page:13 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS 5 1,4250.0052151,010 2722.50 4 1,4540.0031421,031 1817.50 3 1,4830.002811,051 1012.50 2 1,5120.001341,072 47.50 1 1,3730.0005974 12.50 Commscope CBC78-DF-2 1120.00628479 36116.00 Ericsson Radio 22212 6940.0391,766492 221116.00 Ericsson RRUS 32 B66 2140.012546152 68116.00 Ericsson RRUS 32 B2 2240.013571159 71116.00 Ericsson AIR 6449 B7 3450.020879245 110116.00 Raycap RCMDC-6627-PF 900.00523064 29116.00 Antel BXA-80090/8CF 970.00624869 31116.00 JMA Wireless MX06FRO 6680.0381,701474 213116.00 Round Sector Frame 1,2690.0723,231900 404116.00 RFS SB2-107BC 370.0028726 11110.00 Nokia AEHC AirScale 4200.018827298 104100.00 Andrew TMZXXX-6516-A 1620.007320115 40100.00 Commscope TMAT1921B6 660.00312947 1699.00 Commscope HELIAX Fib 560.00210940 1499.00 Nokia AirScale Dual 3540.015687251 8699.00 Nokia AHFIG 70.55 lb 2990.013579212 7299.00 Round Low Profile Pl 2,1150.0914,0981,500 51399.00 Commscope FFVV-65C-R 5270.0221,004374 12698.00 Kathrein Scala 860-1 190.0012513 380.00 Powerwave Allgon TT1 1350.00418296 2380.00 Nokia AirScale RRH 4 1490.004200106 2580.00 Raycap DC6-48-60-18-930.00312466 1680.00 Raycap DC6-48-60-18-230.0013016 480.00 Nokia Airscale Dual 3270.010438232 5580.00 Alcatel-Lucent RRH4X 2960.009398210 5080.00 Nokia AirScale Dual 3730.011501265 6380.00 Kathrein Scala 800 1 1730.005232122 2980.00 Commscope SBNHH-1D65 2800.008375198 4780.00 Commscope NNH4-65D-R 3730.011501265 6380.00 CellMax CMA-UBTULBUL 4400.013591312 7480.00 Round Platform w/ Ha 2,8200.0843,7862,000 47480.00 Trimble Acutime 2000 20.00021 070.00 RFS FIM800CAB-C1D 2240.005239159 3070.00 Samsung 800 MHz RRU 5030.012537357 6770.00 Samsung RRH-V3 (2.5G 2520.006268178 3470.00 Samsung RRH-P4 (1.9 2660.006283188 3570.00 Stand-Off 2,3690.0562,5271,680 31670.00 KMW ETCR-654L12H6 3590.009383255 4870.00 Andrew Microwaves PX 390.0013828 566.00 29,460 44,862 1.000 5,616 41,541 Segment (ft) Height Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Vertical Force Load Case 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) z vx 30 1140.014612165 77118.00 29 340.00417850 22115.50 28 1760.019869255 109112.50 27 1840.019842267 105107.50 26 1910.018804277 101102.50 25 390.00315657 2099.50 24 420.00416460 2098.50 23 1310.011495189 6296.50 22 3010.0241,061437 13392.50 21 3120.022998452 12587.50 20 3220.021933467 11782.50 Page:14 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS 19 4170.0241,084605 13677.50 18 4280.022991620 12472.50 17 3790.018786550 9868.00 16 960.004187139 2365.50 15 4870.019873705 10962.50 14 4970.017773721 9757.50 13 3040.009417440 5253.50 12 3840.011485556 6151.00 11 6160.016712892 8948.42 10 2310.005244335 3145.92 9 6400.013591928 7442.50 8 6550.011487949 6137.50 7 6690.009389969 4932.50 6 6830.007298990 3727.50 5 6970.0052151,010 2722.50 4 7110.0031421,031 1817.50 3 7250.002811,051 1012.50 2 7400.001341,072 47.50 1 6720.0005974 12.50 Commscope CBC78-DF-2 550.00628479 36116.00 Ericsson Radio 22212 3390.0391,766492 221116.00 Ericsson RRUS 32 B66 1050.012546152 68116.00 Ericsson RRUS 32 B2 1100.013571159 71116.00 Ericsson AIR 6449 B7 1690.020879245 110116.00 Raycap RCMDC-6627-PF 440.00523064 29116.00 Antel BXA-80090/8CF 480.00624869 31116.00 JMA Wireless MX06FRO 3270.0381,701474 213116.00 Round Sector Frame 6210.0723,231900 404116.00 RFS SB2-107BC 180.0028726 11110.00 Nokia AEHC AirScale 2050.018827298 104100.00 Andrew TMZXXX-6516-A 790.007320115 40100.00 Commscope TMAT1921B6 320.00312947 1699.00 Commscope HELIAX Fib 280.00210940 1499.00 Nokia AirScale Dual 1730.015687251 8699.00 Nokia AHFIG 70.55 lb 1460.013579212 7299.00 Round Low Profile Pl 1,0350.0914,0981,500 51399.00 Commscope FFVV-65C-R 2580.0221,004374 12698.00 Kathrein Scala 860-1 90.0012513 380.00 Powerwave Allgon TT1 660.00418296 2380.00 Nokia AirScale RRH 4 730.004200106 2580.00 Raycap DC6-48-60-18-450.00312466 1680.00 Raycap DC6-48-60-18-110.0013016 480.00 Nokia Airscale Dual 1600.010438232 5580.00 Alcatel-Lucent RRH4X 1450.009398210 5080.00 Nokia AirScale Dual 1830.011501265 6380.00 Kathrein Scala 800 1 840.005232122 2980.00 Commscope SBNHH-1D65 1370.008375198 4780.00 Commscope NNH4-65D-R 1830.011501265 6380.00 CellMax CMA-UBTULBUL 2150.013591312 7480.00 Round Platform w/ Ha 1,3800.0843,7862,000 47480.00 Trimble Acutime 2000 10.00021 070.00 RFS FIM800CAB-C1D 1100.005239159 3070.00 Samsung 800 MHz RRU 2460.012537357 6770.00 Samsung RRH-V3 (2.5G 1230.006268178 3470.00 Samsung RRH-P4 (1.9 1300.006283188 3570.00 Stand-Off 1,1590.0562,5271,680 31670.00 KMW ETCR-654L12H6 1760.009383255 4870.00 Andrew Microwaves PX 190.0013828 566.00 29,460 44,862 1.000 5,616 20,325 Page:15 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Page:16 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 1.2D + 1.0Ev + 1.0EhLoad Case Seismic 0.00 -40.16 -5.64 0.00 -514.70 0.00 514.70 3,397.66 886.34 3,497.15 2,894.13 0.00 0.00 0.190 5.00 -38.65 -5.68 0.00 -486.52 0.00 486.52 3,350.99 865.15 3,331.95 2,785.52 0.03 -0.06 0.186 10.00 -37.16 -5.70 0.00 -458.14 0.00 458.14 3,302.63 843.95 3,170.74 2,677.45 0.13 -0.13 0.182 15.00 -35.70 -5.72 0.00 -429.61 0.00 429.61 3,252.58 822.76 3,013.54 2,570.03 0.30 -0.19 0.178 20.00 -34.27 -5.73 0.00 -401.00 0.00 401.00 3,200.83 801.56 2,860.33 2,463.37 0.54 -0.26 0.174 25.00 -32.86 -5.72 0.00 -372.35 0.00 372.35 3,147.39 780.37 2,711.12 2,357.56 0.84 -0.32 0.168 30.00 -31.49 -5.70 0.00 -343.73 0.00 343.73 3,092.25 759.17 2,565.90 2,252.72 1.22 -0.39 0.163 35.00 -30.15 -5.67 0.00 -315.21 0.00 315.21 3,035.42 737.98 2,424.68 2,148.94 1.66 -0.46 0.157 40.00 -28.83 -5.61 0.00 -286.88 0.00 286.88 2,976.89 716.78 2,287.46 2,046.34 2.17 -0.52 0.150 45.00 -28.36 -5.60 0.00 -258.81 0.00 258.81 2,916.67 695.59 2,154.23 1,945.01 2.76 -0.59 0.143 46.83 -27.10 -5.51 0.00 -248.54 0.00 248.54 2,888.84 687.82 2,106.39 1,904.68 2.99 -0.61 0.140 50.00 -26.31 -5.46 0.00 -231.07 0.00 231.07 2,832.46 674.40 2,025.01 1,830.65 3.41 -0.65 0.136 52.00 -25.69 -5.42 0.00 -220.15 0.00 220.15 1,935.19 509.87 1,542.99 1,264.57 3.68 -0.68 0.187 55.00 -24.67 -5.33 0.00 -203.91 0.00 203.91 1,914.99 500.33 1,485.82 1,227.76 4.12 -0.72 0.179 60.00 -23.67 -5.24 0.00 -177.25 0.00 177.25 1,879.97 484.44 1,392.94 1,166.67 4.91 -0.79 0.165 65.00 -23.47 -5.23 0.00 -151.06 0.00 151.06 1,843.25 468.54 1,303.05 1,106.01 5.78 -0.86 0.149 66.00 -22.65 -5.13 0.00 -145.83 0.00 145.83 1,835.70 465.36 1,285.43 1,093.94 5.96 -0.88 0.146 70.00 -17.81 -4.41 0.00 -125.31 0.00 125.31 1,804.84 452.64 1,216.16 1,045.87 6.72 -0.93 0.130 75.00 -16.95 -4.28 0.00 -103.24 0.00 103.24 1,764.73 436.75 1,132.27 986.37 7.73 -0.99 0.114 80.00 -10.81 -3.14 0.00 -81.83 0.00 81.83 1,722.93 420.85 1,051.38 927.60 8.80 -1.05 0.095 85.00 -10.17 -3.01 0.00 -66.13 0.00 66.13 1,679.44 404.96 973.49 869.67 9.92 -1.09 0.082 90.00 -9.56 -2.87 0.00 -51.07 0.00 51.07 1,634.05 389.06 898.59 812.60 11.09 -1.14 0.069 95.00 -9.29 -2.81 0.00 -36.69 0.00 36.69 1,567.29 373.16 826.69 747.19 12.30 -1.17 0.055 95.00 -9.29 -2.81 0.00 -36.69 0.00 36.69 920.69 259.60 599.94 459.99 12.30 -1.17 0.090 98.00 -8.68 -2.65 0.00 -28.26 0.00 28.26 910.82 253.56 572.35 444.39 13.04 -1.19 0.073 99.00 -5.73 -1.87 0.00 -25.61 0.00 25.61 907.41 251.54 563.30 439.18 13.30 -1.20 0.065 100.00 -4.76 -1.61 0.00 -23.73 0.00 23.73 903.94 249.53 554.32 433.97 13.55 -1.21 0.060 105.00 -4.38 -1.50 0.00 -15.69 0.00 15.69 885.66 239.47 510.52 407.91 14.83 -1.24 0.043 110.00 -3.99 -1.37 0.00 -8.20 0.00 8.20 865.85 229.40 468.51 381.89 16.13 -1.25 0.026 115.00 -3.92 -1.35 0.00 -1.35 0.00 1.35 844.51 219.33 428.31 355.99 17.45 -1.26 0.008 116.00 0.00 0.00 0.00 0.00 0.00 0.00 840.06 217.32 420.48 350.83 17.72 -1.26 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 821.64 209.27 389.91 330.31 18.78 -1.26 0.000 Page:17 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.9D - 1.0Ev + 1.0EhLoad Case Seismic (Reduced DL) 0.00 -19.65 -5.63 0.00 -502.11 0.00 502.11 3,397.66 886.34 3,497.15 2,894.13 0.00 0.00 0.179 5.00 -18.90 -5.64 0.00 -473.98 0.00 473.98 3,350.99 865.15 3,331.95 2,785.52 0.03 -0.06 0.176 10.00 -18.17 -5.65 0.00 -445.77 0.00 445.77 3,302.63 843.95 3,170.74 2,677.45 0.13 -0.12 0.172 15.00 -17.46 -5.65 0.00 -417.51 0.00 417.51 3,252.58 822.76 3,013.54 2,570.03 0.29 -0.19 0.168 20.00 -16.75 -5.64 0.00 -389.26 0.00 389.26 3,200.83 801.56 2,860.33 2,463.37 0.52 -0.25 0.163 25.00 -16.06 -5.62 0.00 -361.07 0.00 361.07 3,147.39 780.37 2,711.12 2,357.56 0.82 -0.31 0.158 30.00 -15.39 -5.58 0.00 -332.99 0.00 332.99 3,092.25 759.17 2,565.90 2,252.72 1.19 -0.38 0.153 35.00 -14.73 -5.53 0.00 -305.08 0.00 305.08 3,035.42 737.98 2,424.68 2,148.94 1.62 -0.44 0.147 40.00 -14.08 -5.47 0.00 -277.43 0.00 277.43 2,976.89 716.78 2,287.46 2,046.34 2.11 -0.51 0.140 45.00 -13.85 -5.45 0.00 -250.09 0.00 250.09 2,916.67 695.59 2,154.23 1,945.01 2.68 -0.57 0.133 46.83 -13.23 -5.36 0.00 -240.10 0.00 240.10 2,888.84 687.82 2,106.39 1,904.68 2.90 -0.59 0.131 50.00 -12.84 -5.30 0.00 -223.14 0.00 223.14 2,832.46 674.40 2,025.01 1,830.65 3.31 -0.63 0.126 52.00 -12.54 -5.25 0.00 -212.54 0.00 212.54 1,935.19 509.87 1,542.99 1,264.57 3.58 -0.66 0.175 55.00 -12.04 -5.16 0.00 -196.79 0.00 196.79 1,914.99 500.33 1,485.82 1,227.76 4.00 -0.69 0.167 60.00 -11.55 -5.06 0.00 -170.99 0.00 170.99 1,879.97 484.44 1,392.94 1,166.67 4.77 -0.77 0.153 65.00 -11.45 -5.04 0.00 -145.69 0.00 145.69 1,843.25 468.54 1,303.05 1,106.01 5.61 -0.84 0.138 66.00 -11.05 -4.94 0.00 -140.65 0.00 140.65 1,835.70 465.36 1,285.43 1,093.94 5.79 -0.85 0.135 70.00 -8.68 -4.26 0.00 -120.89 0.00 120.89 1,804.84 452.64 1,216.16 1,045.87 6.52 -0.90 0.120 75.00 -8.26 -4.12 0.00 -99.61 0.00 99.61 1,764.73 436.75 1,132.27 986.37 7.50 -0.96 0.106 80.00 -5.26 -3.03 0.00 -79.00 0.00 79.00 1,722.93 420.85 1,051.38 927.60 8.53 -1.01 0.088 85.00 -4.95 -2.91 0.00 -63.83 0.00 63.83 1,679.44 404.96 973.49 869.67 9.62 -1.06 0.076 90.00 -4.65 -2.77 0.00 -49.29 0.00 49.29 1,634.05 389.06 898.59 812.60 10.75 -1.10 0.064 95.00 -4.52 -2.71 0.00 -35.43 0.00 35.43 1,567.29 373.16 826.69 747.19 11.92 -1.14 0.050 95.00 -4.52 -2.71 0.00 -35.43 0.00 35.43 920.69 259.60 599.94 459.99 11.92 -1.14 0.082 98.00 -4.22 -2.56 0.00 -27.30 0.00 27.30 910.82 253.56 572.35 444.39 12.64 -1.15 0.066 99.00 -2.78 -1.81 0.00 -24.74 0.00 24.74 907.41 251.54 563.30 439.18 12.89 -1.16 0.059 100.00 -2.31 -1.56 0.00 -22.93 0.00 22.93 903.94 249.53 554.32 433.97 13.13 -1.17 0.055 105.00 -2.13 -1.45 0.00 -15.16 0.00 15.16 885.66 239.47 510.52 407.91 14.37 -1.20 0.040 110.00 -1.94 -1.32 0.00 -7.92 0.00 7.92 865.85 229.40 468.51 381.89 15.63 -1.21 0.023 115.00 -1.90 -1.30 0.00 -1.30 0.00 1.30 844.51 219.33 428.31 355.99 16.91 -1.22 0.006 116.00 0.00 0.00 0.00 0.00 0.00 0.00 840.06 217.32 420.48 350.83 17.16 -1.22 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 821.64 209.27 389.91 330.31 18.19 -1.22 0.000 Page:18 Site Number: 4/20/2021 12:23:49 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2021 by ATC IP LLC. All rights reserved.ANSI/TIA-222-H Engineering Number:13662736_C3_02 Customer:VERIZON WIRELESS Analysis Summary Load Case (kips) FZ Shear Reactions Axial FY (kips)(ft-kips) MX Moment Elev (ft)Ratio Interaction Max Usage Shear FX (kips) Moment MZ (ft-kips) Moment MY (ft-kips) 1.2D + 1.0W 16.65 0.00 35.33 0.00 0.00 1355.71 0.00 0.48 0.9D + 1.0W 16.64 0.00 26.49 0.00 0.00 1341.60 0.00 0.47 1.2D + 1.0Di + 1.0Wi 1.98 0.00 51.14 0.00 0.00 168.19 52.00 0.07 1.2D + 1.0Ev + 1.0Eh 5.64 0.00 40.16 0.00 0.00 514.70 0.00 0.19 0.9D - 1.0Ev + 1.0Eh 5.63 0.00 19.65 0.00 0.00 502.11 0.00 0.18 1.0D + 1.0W 5.58 0.00 29.46 0.00 0.00 451.68 0.00 0.16 Page:19 Plate Type Flange @ 95 ft Code Rev. H Date Pole Diameter 24.6875 in A.S.I. 1.00 Engineer Pole Thickness 3/16 in Site # Plate Diameter 36 in Moment 87.8 k-ft Carrier Plate Thickness 1 1/2 in Axial 7.9 k Plate Fy 50 ksi Weld Length 1/4 in Required Flange Thickness: fs Resistance 210.99 k-in 0.53 in OK Applied 26.38 k-in #Show Thickness in Length in Height in Chamfer in Offset Angle ° Fy ksi #8 Bolt Circle 30 in ««(R)adial / (S)quare R Bolt Gap 6 in ·Diameter 1 1/2 in Hole Diameter 1 5/8 in Type A325 Fy 81 ksi Fu 105 ksi fs Resistance 110.66 k Applied 16.55 k #·DYW. Circle in Plate Stress Ratio: Offset Angle °13% Pass Type Diameter 2 1/2 in Bolt Stress Ratio: Fu 100 ksi 15% Pass fs Resistance k Applied k Extra Bolt Stress Ratio: Fail # Bolt Circle in Reinforcement Stress Ratio: (R)adial / (S)quare Fail oBolt Gap in Offset Angle ° Diameter in Type Fy ksi Fu ksi fs Resistance k Applied k Verizon 82935 Alan R. Freer 4/20/2021 Flange Plate Analysis Flange PlateExtra BoltsReinforcementStiffeners Bolts 12:26 PM 4/20/2021 82935 - CeeJay WA, WA (ANSI/TIA-222-H) Number of Sides 12 -Moment, Mu 1,355.7 k-ft Capacity Result Diameter 42.2 in Axial, Pu 35.3 k 17%Pass Thickness 3/8 in Shear, Vu 16.7 k 49%Pass Orientation Offset 15 °240 °-- Number of Sides 12 -Quantity - Diameter, ø 56.19 in Bar Size in Thickness 2 5/8 in Diameter, ø 0 in Grade Bracket Type - Yield Strength, Fy 60 ksi Circle 52.50 in Tensile Strength, Fu 80 ksi Orientation Offset ° Clip N/A in Applied Force, Pu 0.0 k Orientation Offset 15 °0.0 k Anchor Rod Detail d η=0.5 Clear Distance 3 in Applied Moment, Mu 319.1 k Quantity - 1863.4 k Diameter, ø in Bolt Circle in Grade Arrangement Radial -Yield Strength, Fy #N/A ksi Quantity 12 -Tensile Strength, Fu #N/A ksi Diameter, ø 2 1/4 in Bypass Base? Bolt Circle 50.19 in Orientation Offset ° Grade Applied Force, Pu 0.0 k Yield Strength, Fy 75 ksi 0.0 k Tensile Strength, Fu 100 ksi Spacing 13.1 in Orientation Offset 0 °Quantity - Applied Force, Pu 116.3 k Diameter, ø in 243.6 k Bolt Circle in Grade Yield Strength, Fy #N/A ksi Arrangement -Tensile Strength, Fu #N/A ksi Quantity -Bypass Base? Height in Orientation Offset ° Width in Applied Force, Pu 0.0 k Effective Width 0.000 in 0.0 k Thickness in Effective Thickness in Notch in Flat Edge in Grade - Yield Strength, Fy #N/A ksi Tensile Strength, Fu #N/A ksi Horizontal Weld Horizontal Fillet Size in Bevel Depth in Capacity - Vertical Weld 17%Pass Vertical Fillet Size in 49%Pass Weld Strength ksi -- Electrode Coefficient #N/A --- Orientation Offset °-- 0.0 k -- #N/A k -- 0.0 k -- 0.0 k --Stiffener 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 A633 Gr. E 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 Individual Capacity Summary Component Additional Anchor Rods Additional Rod, φPn Additional Rod, φPn Neutral Axis Anchor Rods X:\C-E\CeeJay WA, WA (82935)\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 Width, W 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 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 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 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 Tensile Strength, Fu ksi Applied Axial, Pu k Compressive Capacity, φPn k Capacity, Pu/φPn 20.031 #DIV/0! #DIV/0! #DIV/0! #N/A #DIV/0! #DIV/0! 0.0 0.00 0 50.19 75 100 243.6 0.486 #DIV/0! #DIV/0! 3 0.50 d 12 #DIV/0! Plate Compression 0.000 #DIV/0! 0.000 34.507 0.0 0.0 - 0.0 - #DIV/0! #DIV/0! 0.00 0.0 #N/A - 319.1 1863.4 0.171 0.000 0.0 0.000 0.000 0.000 0.0 0.0 0.0 0 0 Dywidag Reinforcement 52.5 75 100 0.0 0.0 0.0 16.7 0.00 0.00 0.00 0.00 1.00 3.9761 0.0000 0.0 0.0 0.0 0.0 1355.7 0.0 1.1 0.477 Internal Base Plate 12 2.25 16.7 k 0.0 0.0 0.0 Vu Shear 10654.180.19114.059448.7130 in4#in4in2in2- Section - Factor k-ft Mu Moment 1.001355.7 3.2477 0.8393 4.5 11147.74 Moment of Inertia Threads per Inch Individual InertiaNet AreaGross Area 0.00 0.0 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 0.0000 0.00 0.0000 0.0000 0.0000 Plate Tension 35.647 70.451 232.3 3804.3 0.061 37.140 73.023 319.1 3943.2 0.081 5.250 5.250 0 0.0 0.0 0 0 0 0.000 #DIV/0! #N/A Base Plate Stiffeners Additional Bolt Group 2 Additional Bolt Group 1 Anchor RodsBase Plate 0.0000 0.0000 External Base Plate 56.19 2.625 0 0 0 116.3 - #DIV/0! #N/A Vertical Weld Horizontal Weld 60 80 37.101 #DIV/0!