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BLD2021-0074+Structural_Analysis_or_Calculations+1.20.2021_3.02.47_PM+1998657Ak AMERICAN TQWER0 C 4 R P 4 R A T 1 4 N Structural Analysis Report Structure : 90 ft Monopole ATC Site Name : SEAQ LAKE BALLINGER WA, WA ATC Asset Number : 414383 Engineering Number : 13329850_C3_03 Proposed Carrier : T-MOBILE Carrier Site Name : Firdale / Campbell Nelson/VZW Carrier Site Number : SE01506A Site Location : 8201244th St SW Edmonds, WA 98020 47.778600,-122.343600 Expires: 12/02/2021 County : Snohomish Date K. December 2, 2020 : �Q� 0�WASHI101, NGfp�`� z Max Usage : 49% �� Result : Pass 44967 ttj Qy S O T RUC`N� Cs Prepared By: Reviewed By: SSIONALti� Lucas Tait Structural Engineer I Authorized by "EOR" 03 Dec 2020 03:38:00 cosi8n COA: 3408 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Eng. Number 13329850_C3_03 ADecember 2, 2020 AMERICAN TOWER C O R P O R A T 1 0 N Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflectionand Sway......................................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER C O R P O R A T 1 0 N Introduction Eng. Number 13329850_C3_03 December 2, 2020 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 90 ft monopole to reflect the change in loading by T-MOBILE. Supporting Documents Tower Drawings Summit, PJF Job #29299-593, dated October 8,1999 Foundation Drawing Summit, PJF Job #29299-593, dated October 8, 1999 Geotechnical Report ADaPTJob #WA99-2698, dated September 7, 1999 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: I I Topographic Factor Procedure: Method 1 Topographic Category: 1 Crest Height (H): 0 ft Spectral Response: Ss =1.28, 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. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER C O R P O R A T 1 0 N Existing and Reserved Equipment Eng. Number 13329850_C3_03 December 2, 2020 Page 2 Elev.1(ft) City Antenna Mount Type Lines Carrier 90.0 1 Generic 24" x 24" Junction Box Platform with Handrails (1) 15/8" Hybriflex (6) 7/8" Coax VERIZON WIRELESS 89.0 3 Generic RRU (Model TBD) 88.0 6 Amphenol Antel W65-13-x010 86.0 3 Antel HTXC4517R000G 1 VZW Unused Reserve (22458.60 sqin) 3 Generic 12" x 9" x 6" TMA 71.0 3 Andrew TMAT1921678-21A Platform with Handrails - T-MOBILE Equipment to be Removed Elev.1(ft) Qty Antenna Mount Type Lines Carrier 73.0 6 Andrew TMBXX-6516-R2M - (1) 1.58" (40.1mm) Hybrid (12) 7/8" Coax T-MOBILE 71.0 3 Andrew SBNH-1D65C.TM0 3 Nokia FRIG 3 Nokia FHFB 1 Nokia COVP 3 Nokia FRLB Proposed Equipment Elev.1(ft) Qty Antenna Mount Type Lines Carrier 2 Commscope HELIAX FiberFeed 12 RRU Pendant Connect 73.0 Platform with Handrails (2) 1.55" (39.5mm) Hybrid (6) 7/8" Coax T-MOBILE 3 Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA 3 Nokia AHFIG 70.55 Ibs 3 Andrew TMBXX-6516-A2M with actuator 3 Nokia AEHC 3 1 Commscope FFVV-65C-R3-V1 'Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed coax inside the pole shaft. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER C O R P O R A T 1 0 N Structure Usages Structural Component ControllingPass/Fail Usage Anchor Bolts 47% Pass Shaft 49% Pass Base Plate 40% Pass Foundations Reaction Component Analysis Reactions % of Usage Moment (Kips -Ft) 696.1 43% Axial (Kips) 18.8 3% Shear (Kips) 9.3 42% Eng. Number 13329850_C3_03 December 2, 2020 Page 3 The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Antenna Carrier Deflection Sway (Rotation) Commscope HELIAX FiberFeed 12 RRU Pendant Connect Nokia AirScale Dual RRH 4T4R B12/71 240W AHLOA Nokia AHFIG 70.55 Ibs 73.0 T-MOBILE 0.800 1.194 Andrew TMBXX-6516-A2M with actuator Nokia AEHC Commscope FFVV-65C-R3-V1 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER C 0 R P 0 R A T 1 0 N 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. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Job Information © 2007 - 2020 by ATC IP LLC. All rights reserved. 90'_nr s�o'r 88' -0 r- 86'-0r 73' -0' 71' -0' 4'9' -0' 36' 46' -0' 44-0, 1+4' Thick 465 KSI;' 90' 49' -0' 5 r 16' Thick (65 KSI) -01 Client: T-MOBILE Pole : 414383 Code: ANSI/TIA-222-H Location: SEAQ LAKE BALLINGER WA, WA Description : 90 ft Monopole Risk Category : II Shape : 18 Sides Exposure: B Height : 90.00 (ft) Topo Method : Method 1 Base Elev (ft): 0.00 Topographic Category : 1 Taper: 0.17000Qi n/ft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) Shape (ksi) 1 49.000 22.97 31.30 0.313 0.000 18 Sides 65 2 44.000 16.50 23.98 0.250 Slip Joint 36.000 18 Sides 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 90.000 90.000 1 Generic 24" x 24" Junction Box 89.000 86.000 3 Generic RRU (Model TBD) 88.000 88.000 6 Amphenol Antel W65-13-x010 86.000 86.000 1 VZW Unused Reserve 86.000 86.000 1 Round Square Platform w/ 86.000 86.000 3 Antel HTXC4517R000G 86.000 86.000 3 Generic 12" x 9" x 6" TMA 73.000 73.000 3 Commscope FFVV-65C-R3-V1 73.000 73.000 3 Nokia AEHC 73.000 73.000 3 Andrew TMBXX-6516-A2M 73.000 73.000 3 Nokia AHFIG 70.55 Ibs 73.000 73.000 3 Nokia AirScale Dual RRH 4T4R B 73.000 73.000 2 Commscope HELIAX 71.000 71.000 1 Flat Platform w/ Handrails 71.000 71.000 3 Andrew TMAT1 921 B78-21A Linear Appurtenance Elev (ft) Exposed From To Description To Wind 0.000 73.000 1.55" (39.5mm) No 0.000 73.000 7/8" Coax No 0.000 88.000 7/8" Coax No 0.000 90.000 1 5/8" Hybriflex No Load Cases 1.213 + 1.0W 98 mph with No Ice 0.913 + 1.OW 98 mph with No Ice (Reduced DL) 1.21) + 1.0Di + 1.0Wi 30 mph with 1.00 in Radial Ice 1.2D + 1.OEv + 1.OEh Seismic 0.91) - 1.OEv + 1.OEh Seismic (Reduced DL) 1.01) + 1.OW Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.21) + 1.OW 696.06 9.28 18.78 0.91) + 1.OW 686.03 9.27 14.08 1.2D + 1.01)i + 1.OWi 96.29 1.29 25.71 1.21) + 1.0Ev + 1.OEh 226.65 2.80 21.24 0.91) - 1.OEv + 1.OEh 219.15 2.79 10.52 1.OD + 1.OW 231.36 3.11 15.67 73' -0' 71' -0' 49' -0' 36' 46' -0' 44 -0' 1 f4'Thick (65 KSI) 90' 49' -0' 5{ 16' Thick (65 KSI) -0' Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 88.000 85.000 80.000 73.000 70.000 65.000 60.000 55.000 49.000 c ° 45.000 d LU 40.000 35.000 30.000 25.000 20.000 15.000 10.000 5.000 0.000 Load Case: 1.213 + 1.OW RA-- M-4:- A4 770/ -4 n n # U.U2 U.12 U.22 U.32 U.42 U.52 0.62 U.12 U.62 U.92 Interaction Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. All rights reserved. Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:42 AM Customer: T-MOBILE Location : Snohomish County, WA Code : ANSI/TIA-222-H Shape : 18 Sides Pole Type : Taper Pole Manfacturer : Summit Manuf Kd (non -service) : 0.95 Analysis Parameters Height (ft) : 90 Base Diameter (in) : 31.30 Top Diameter (in) : 16.50 Taper (in/ft) : 0.170 Rotation (deg) : 0.00 Ke : 0.99 Ice & Wind Parameters Exposure Category: B Design Wind Speed Without Ice: 98 mph Risk Category: II Design Wind Speed With Ice: 30 mph Topographic Factor Procedure: Method 1 Operational Wind Speed: 60 mph Topographic Category: 1 Design Ice Thickness: 1.00 in Crest Height: 0 ft HMSL: 407.00 ft Seismic Parameters Analysis Method: Equivalent Lateral Force Method Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 2.07 TL (sec): 6 p: 1 Cs: 0.178 S s: 1.277 Si: 0.447 C s Max: 0.178 Fa: 1.200 FV: 1.853 C s Min: 0.045 Sds: 1.022 Sd1 : 0.552 1.21) + 1.OW 0.91D + 1.OW 1.2D + 1.01)i + 1.OWi 1.21D + 1.OEv + 1.OEh 0.91D - 1.OEv + 1.OEh 1.01) + 1.OW I n-Mrt ('9CAC 98 mph with No Ice 98 mph with No Ice (Reduced DL) 30 mph with 1.00 in Radial Ice Seismic Seismic (Reduced DL) Serviceability 60 mph Page: 1 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:42 AM Customer: T-MOBILE Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t DA Taper Info (ft) (in) (ksi) Type Len (in) (lb) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 49.000 0.3125 65 0.00 4,436 31.30 0.00 30.73 3728.7 15.90 100.16 22.97 49.00 22.47 1457.6 11.20 73.50 0.170000 2-18 44.000 0.2500 65 Slip 36.00 2,375 23.98 46.00 18.83 1339.6 15.15 95.92 16.50 90.00 12.89 430.2 9.87 66.00 0.170000 Shaft Weight 6,811 Discrete Appurtenance Properties Attach Vert No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (Ib) (sf) Factor (Ib) (sf) Factor 90.00 Generic 24" x 24" Junction Box 1 0.75 0.000 20.00 4.800 1.00 92.84 5.702 1.00 89.00 Generic RRU (Model TBD) 3 0.75 -3.000 55.00 4.563 0.59 122.94 5.443 0.59 88.00 Amphenol Antel W65-13-x010 6 0.75 0.000 15.40 3.640 0.83 63.24 4.805 0.83 86.00 Generic 12" x 9" x 6" TMA 3 0.75 0.000 20.00 0.900 0.50 38.68 1.303 0.50 86.00 Antel HTXC4517R000G 3 0.75 0.000 29.00 8.134 0.77 142.02 9.576 0.77 86.00 Round Square Platform w/ 1 1.00 0.000 2,500.00 40.000 1.00 3,522.89 62.702 1.00 86.00 VZW Unused Reserve (22458.60 1 0.75 0.000 2,075.60 155.963 0.90 2,988.76 224.579 0.90 73.00 Commscope HELIAX FiberFeed 2 0.75 0.000 20.00 0.944 0.50 37.76 1.387 0.50 73.00 Nokia AirScale Dual RRH 4T4R 3 0.75 0.000 83.80 2.218 0.67 123.34 2.849 0.67 73.00 Nokia AHFIG 70.55 Ibs 3 0.75 0.000 70.60 2.763 0.67 111.33 3.492 0.67 73.00 Andrew TMBXX-6516-A2M with 3 0.75 0.000 34.60 6.160 0.68 117.42 7.790 0.68 73.00 Nokia AEHC 3 0.75 0.000 103.60 6.844 0.62 199.57 7.939 0.62 73.00 Commscope FFVV-65C-R3-V1 3 0.75 0.000 124.60 21.113 0.63 381.20 23.423 0.63 71.00 Andrew TMAT19211378-21A 3 0.75 0.000 17.60 0.660 0.50 29.81 0.998 0.50 71.00 Flat Platform w/ Handrails 1 1.00 0.000 2,000.00 42.400 1.00 2,880.35 55.391 1.00 Totals Num Loadings:15 39 8,344.40 13,738.70 Linear Appurtenance Properties Load Case Azimuth (deg) : Elev Elev Coax Coax Max Dist Dist Dist Exposed From To Dia Wt Coax / Between Between Azimuth From To (ft) (ft) Qty Description (in) (lb/ft) Flat Row Rows (in) Cols (in) (deg) Face (in) Wind Carrier 0.00 90.00 1 1 5/8" Hybriflex 1.98 1.30 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 0.00 88.00 6 7/8" Coax 1.09 0.33 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 0.00 73.00 2 1.55" (39.5mm) Hybrid 1.55 0.55 N 0 0.00 0.00 0 0.00 N T-MOBILE 0.00 73.00 6 7/8" Coax 1.09 0.33 N 0 0.00 0.00 0 0.00 N T-MOBILE Page: 2 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:42 AM Customer: T-MOBILE Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (in2) (in') Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.3125 31.300 30.735 3,728.7 15.90 100.16 82.6 234.6 0.0 0.0 5.00 0.3125 30.450 29.892 3,430.2 15.42 97.44 82.6 221.9 0.0 515.7 10.00 0.3125 29.600 29.048 3,148.0 14.94 94.72 82.6 209.5 0.0 501.4 15.00 0.3125 28.750 28.205 2,881.8 14.46 92.00 82.6 197.4 0.0 487.1 20.00 0.3125 27.900 27.362 2,631.1 13.98 89.28 82.6 185.7 0.0 472.7 25.00 0.3125 27.050 26.519 2,395.3 13.50 86.56 82.6 174.4 0.0 458.4 30.00 0.3125 26.200 25.676 2,174.0 13.02 83.84 82.6 163.4 0.0 444.0 35.00 0.3125 25.350 24.833 1,966.8 12.54 81.12 82.6 152.8 0.0 429.7 40.00 0.3125 24.500 23.990 1,773.2 12.06 78.40 82.6 142.6 0.0 415.3 45.00 0.3125 23.650 23.147 1,592.8 11.58 75.68 82.6 132.7 0.0 401.0 46.00 Bot - Section 2 0.3125 23.480 22.978 1,558.2 11.49 75.14 82.6 130.7 0.0 78.5 49.00 Top - Section 1 0.2500 23.470 18.424 1,255.1 14.79 93.88 82.6 105.3 0.0 422.1 50.00 0.2500 23.300 18.290 1,227.7 14.67 93.20 82.6 103.8 0.0 62.5 55.00 0.2500 22.450 17.615 1,096.8 14.07 89.80 82.6 96.2 0.0 305.4 60.00 0.2500 21.600 16.941 975.6 13.47 86.40 82.6 89.0 0.0 294.0 65.00 0.2500 20.750 16.266 863.7 12.87 83.00 82.6 82.0 0.0 282.5 70.00 0.2500 19.900 15.592 760.6 12.27 79.60 82.6 75.3 0.0 271.0 71.00 0.2500 19.730 15.457 741.1 12.15 78.92 82.6 74.0 0.0 52.8 73.00 0.2500 19.390 15.187 702.9 11.91 77.56 82.6 71.4 0.0 104.3 75.00 0.2500 19.050 14.917 666.1 11.67 76.20 82.6 68.9 0.0 102.4 80.00 0.2500 18.200 14.243 579.8 11.07 72.80 82.6 62.7 0.0 248.1 85.00 0.2500 17.350 13.568 501.3 10.47 69.40 82.6 56.9 0.0 236.6 86.00 0.2500 17.180 13.433 486.5 10.35 68.72 82.6 55.8 0.0 45.9 88.00 0.2500 16.840 13.164 457.7 10.11 67.36 82.6 53.5 0.0 90.5 89.00 0.2500 16.670 13.029 443.8 9.99 66.68 82.6 52.4 0.0 44.6 90.00 0.2500 16.500 12.894 430.2 9.87 66.00 82.6 51.4 0.0 44.1 6,810.6 Page: 3 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:42 AM Customer: T-MOBILE Load Case: 1.21) + 1.OW 98 mph with No Ice 24 Iterations Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 84.5 0.0 5.00 166.7 618.9 10.00 162.0 601.7 15.00 157.4 584.5 20.00 152.7 567.3 25.00 148.1 550.0 30.00 145.1 532.8 35.00 145.0 515.6 40.00 145.6 498.4 45.00 87.4 481.2 46.00 Bot - Section 2 59.0 94.2 49.00 Top - Section 1 59.2 506.6 50.00 88.3 75.0 55.00 146.2 366.5 60.00 144.2 352.8 65.00 141.7 339.0 70.00 84.0 325.2 71.00 Appurtenance(s) 41.4 63.4 978.8 0.0 0.0 2,463.4 73.00 Appurtenance(s) 54.8 125.1 1,306.1 0.0 0.0 1,549.9 75.00 94.2 122.9 80.00 131.9 297.7 85.00 77.8 283.9 86.00 Appurtenance(s) 38.0 55.1 3,843.3 0.0 0.0 5,667.1 88.00 Appurtenance(s) 37.8 108.6 327.9 0.0 0.0 110.9 89.00 Appurtenance(s) 24.9 53.5 145.2 0.0 -435.5 198.0 90.00 Appurtenance(s) 12.4 52.9 87.4 0.0 0.0 24.0 0.0 0.0 84.5 0.0 0.0 0.0 0.0 38.2 166.7 657.1 0.0 0.0 0.0 38.2 162.0 639.8 0.0 0.0 0.0 38.2 157.4 622.6 0.0 0.0 0.0 38.2 152.7 605.4 0.0 0.0 0.0 38.2 148.1 588.2 0.0 0.0 0.0 38.2 145.1 571.0 0.0 0.0 0.0 38.2 145.0 553.8 0.0 0.0 0.0 38.2 145.6 536.6 0.0 0.0 0.0 38.2 87.4 519.4 0.0 0.0 0.0 7.6 59.0 101.8 0.0 0.0 0.0 22.9 59.2 529.5 0.0 0.0 0.0 7.6 88.3 82.6 0.0 0.0 0.0 38.2 146.2 404.7 0.0 0.0 0.0 38.2 144.2 390.9 0.0 0.0 0.0 38.2 141.7 377.1 0.0 0.0 0.0 38.2 84.0 363.4 0.0 0.0 0.0 7.6 1,020.1 2,534.4 0.0 0.0 0.0 15.3 1,360.9 1,690.3 0.0 0.0 0.0 7.9 94.2 130.8 0.0 0.0 0.0 19.7 131.9 317.4 0.0 0.0 0.0 19.7 77.8 303.6 0.0 0.0 0.0 3.9 3,881.3 5,726.2 0.0 0.0 0.0 7.9 365.7 227.4 0.0 0.0 0.0 1.6 170.1 253.0 0.0 0.0 0.0 1.6 99.8 78.5 0.0 0.0 Totals: 9,318.84 18,805.3 0.00 0.00 Page: 4 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:43 AM Customer: T-MOBILE Load Case: 1.21) + 1.OW 98 mph with No Ice 24 Iterations Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -18.78 -9.28 0.00 -696.06 0.00 696.06 2,283.43 539.39 1,509.791,452.68 0.00 0.00 0.488 5.00 -18.09 -9.19 0.00 -649.68 0.00 649.68 2,220.79 524.60 1,428.11 1,373.69 0.14 -0.26 0.481 10.00 -17.41 -9.10 0.00 -603.72 0.00 603.72 2,158.16 509.80 1,348.701,296.91 0.55 -0.52 0.474 15.00 -16.74 -9.02 0.00 -558.21 0.00 558.21 2,095.52 495.01 1,271.571,222.34 1.23 -0.78 0.465 20.00 -16.10 -8.93 0.00 -513.13 0.00 513.13 2,032.89 480.21 1,196.701,149.97 2.18 -1.04 0.454 25.00 -15.47 -8.84 0.00 -468.48 0.00 468.48 1,970.25 465.41 1,124.11 1,079.81 3.42 -1.31 0.442 30.00 -14.87 -8.75 0.00 -424.28 0.00 424.28 1,907.62 450.62 1,053.781,011.87 4.93 -1.57 0.427 35.00 -14.28 -8.65 0.00 -380.54 0.00 380.54 1,844.98 435.82 985.73 946.13 6.72 -1.84 0.410 40.00 -13.71 -8.55 0.00 -337.27 0.00 337.27 1,782.35 421.03 919.95 882.59 8.79 -2.10 0.390 45.00 -13.17 -8.48 0.00 -294.52 0.00 294.52 1,719.71 406.23 856.44 821.27 11.12 -2.35 0.367 46.00 -13.06 -8.44 0.00 -286.04 0.00 286.04 1,707.18 403.27 844.01 809.27 11.62 -2.40 0.362 49.00 -12.52 -8.38 0.00 -260.73 0.00 260.73 1,368.84 323.35 678.22 652.11 13.17 -2.55 0.410 50.00 -12.41 -8.32 0.00 -252.35 0.00 252.35 1,358.82 320.98 668.32 642.54 13.71 -2.60 0.403 55.00 -11.98 -8.21 0.00 -210.74 0.00 210.74 1,308.71 309.14 619.95 595.78 16.58 -2.87 0.364 60.00 -11.56 -8.09 0.00 -169.70 0.00 169.70 1,258.60 297.31 573.39 550.79 19.72 -3.12 0.318 65.00 -11.17 -7.97 0.00 -129.24 0.00 129.24 1,208.49 285.47 528.65 507.56 23.11 -3.33 0.265 70.00 -10.80 -7.88 0.00 -89.40 0.00 89.40 1,158.39 273.63 485.73 466.10 26.70 -3.51 0.202 71.00 -8.32 -6.71 0.00 -81.51 0.00 81.51 1,148.36 271.27 477.36 458.02 27.44 -3.55 0.186 73.00 -6.72 -5.26 0.00 -68.09 0.00 68.09 1,128.32 266.53 460.85 442.07 28.94 -3.60 0.160 75.00 -6.59 -5.16 0.00 -57.57 0.00 57.57 1,108.28 261.80 444.62 426.41 30.46 -3.66 0.141 80.00 -6.27 -5.02 0.00 -31.76 0.00 31.76 1,058.17 249.96 405.33 388.48 34.34 -3.75 0.088 85.00 -5.97 -4.92 0.00 -6.66 0.00 6.66 1,008.06 238.12 367.86 352.32 38.29 -3.80 0.025 86.00 -0.52 -0.67 0.00 -1.74 0.00 1.74 998.04 235.76 360.59 345.30 39.09 -3.80 0.006 88.00 -0.31 -0.29 0.00 -0.40 0.00 0.40 978.00 231.02 346.25 331.47 40.68 -3.80 0.002 89.00 -0.07 -0.10 0.00 -0.10 0.00 0.10 967.97 228.66 339.19 324.66 41.48 -3.80 0.000 90.00 0.00 -0.10 0.00 0.00 0.00 0.00 957.95 226.29 332.21 317.92 42.27 -3.80 0.000 Page: 5 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:43 AM Customer: T-MOBILE Load Case: 0.91) + 1.OW 98 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 84.5 0.0 5.00 166.7 464.2 10.00 162.0 451.3 15.00 157.4 438.4 20.00 152.7 425.4 25.00 148.1 412.5 30.00 145.1 399.6 35.00 145.0 386.7 40.00 145.6 373.8 45.00 87.4 360.9 46.00 Bot - Section 2 59.0 70.6 49.00 Top - Section 1 59.2 379.9 50.00 88.3 56.2 55.00 146.2 274.9 60.00 144.2 264.6 65.00 141.7 254.2 70.00 84.0 243.9 71.00 Appurtenance(s) 41.4 47.5 978.8 0.0 0.0 1,847.5 73.00 Appurtenance(s) 54.8 93.8 1,306.1 0.0 0.0 1,162.4 75.00 94.2 92.2 80.00 131.9 223.3 85.00 77.8 212.9 86.00 Appurtenance(s) 38.0 41.3 3,843.3 0.0 0.0 4,250.3 88.00 Appurtenance(s) 37.8 81.5 327.9 0.0 0.0 83.2 89.00 Appurtenance(s) 24.9 40.1 145.2 0.0 -435.5 148.5 90.00 Appurtenance(s) 12.4 39.7 87.4 0.0 0.0 18.0 0.0 0.0 84.5 0.0 0.0 0.0 0.0 28.6 166.7 492.8 0.0 0.0 0.0 28.6 162.0 479.9 0.0 0.0 0.0 28.6 157.4 467.0 0.0 0.0 0.0 28.6 152.7 454.1 0.0 0.0 0.0 28.6 148.1 441.2 0.0 0.0 0.0 28.6 145.1 428.2 0.0 0.0 0.0 28.6 145.0 415.3 0.0 0.0 0.0 28.6 145.6 402.4 0.0 0.0 0.0 28.6 87.4 389.5 0.0 0.0 0.0 5.7 59.0 76.4 0.0 0.0 0.0 17.2 59.2 397.1 0.0 0.0 0.0 5.7 88.3 61.9 0.0 0.0 0.0 28.6 146.2 303.5 0.0 0.0 0.0 28.6 144.2 293.2 0.0 0.0 0.0 28.6 141.7 282.9 0.0 0.0 0.0 28.6 84.0 272.5 0.0 0.0 0.0 5.7 1,020.1 1,900.8 0.0 0.0 0.0 11.4 1,360.9 1,267.7 0.0 0.0 0.0 5.9 94.2 98.1 0.0 0.0 0.0 14.8 131.9 238.0 0.0 0.0 0.0 14.8 77.8 227.7 0.0 0.0 0.0 3.0 3,881.3 4,294.6 0.0 0.0 0.0 5.9 365.7 170.5 0.0 0.0 0.0 1.2 170.1 189.8 0.0 0.0 0.0 1.2 99.8 58.9 0.0 0.0 Totals: 9,318.84 14,103.9 0.00 0.00 Page: 6 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:43 AM Customer: T-MOBILE Load Case: 0.91) + 1.OW 98 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -14.08 -9.27 0.00 -686.03 0.00 686.03 2,283.43 539.39 1,509.791,452.68 0.00 0.00 0.479 5.00 -13.55 -9.16 0.00 -639.70 0.00 639.70 2,220.79 524.60 1,428.11 1,373.69 0.14 -0.25 0.472 10.00 -13.03 -9.05 0.00 -593.91 0.00 593.91 2,158.16 509.80 1,348.701,296.91 0.54 -0.51 0.464 15.00 -12.53 -8.95 0.00 -548.66 0.00 548.66 2,095.52 495.01 1,271.571,222.34 1.21 -0.77 0.455 20.00 -12.03 -8.84 0.00 -503.94 0.00 503.94 2,032.89 480.21 1,196.701,149.97 2.15 -1.03 0.444 25.00 -11.56 -8.74 0.00 -459.74 0.00 459.74 1,970.25 465.41 1,124.11 1,079.81 3.36 -1.29 0.432 30.00 -11.09 -8.63 0.00 -416.06 0.00 416.06 1,907.62 450.62 1,053.781,011.87 4.85 -1.55 0.417 35.00 -10.64 -8.52 0.00 -372.91 0.00 372.91 1,844.98 435.82 985.73 946.13 6.61 -1.81 0.400 40.00 -10.21 -8.41 0.00 -330.30 0.00 330.30 1,782.35 421.03 919.95 882.59 8.64 -2.06 0.380 45.00 -9.80 -8.33 0.00 -288.27 0.00 288.27 1,719.71 406.23 856.44 821.27 10.93 -2.31 0.357 46.00 -9.71 -8.28 0.00 -279.94 0.00 279.94 1,707.18 403.27 844.01 809.27 11.42 -2.36 0.352 49.00 -9.31 -8.22 0.00 -255.08 0.00 255.08 1,368.84 323.35 678.22 652.11 12.95 -2.50 0.399 50.00 -9.23 -8.16 0.00 -246.86 0.00 246.86 1,358.82 320.98 668.32 642.54 13.48 -2.55 0.392 55.00 -8.89 -8.04 0.00 -206.06 0.00 206.06 1,308.71 309.14 619.95 595.78 16.29 -2.82 0.353 60.00 -8.58 -7.91 0.00 -165.87 0.00 165.87 1,258.60 297.31 573.39 550.79 19.37 -3.06 0.309 65.00 -8.28 -7.78 0.00 -126.31 0.00 126.31 1,208.49 285.47 528.65 507.56 22.69 -3.27 0.256 70.00 -8.00 -7.70 0.00 -87.39 0.00 87.39 1,158.39 273.63 485.73 466.10 26.22 -3.45 0.195 71.00 -6.15 -6.57 0.00 -79.69 0.00 79.69 1,148.36 271.27 477.36 458.02 26.94 -3.48 0.180 73.00 -4.97 -5.14 0.00 -66.55 0.00 66.55 1,128.32 266.53 460.85 442.07 28.41 -3.53 0.155 75.00 -4.87 -5.05 0.00 -56.27 0.00 56.27 1,108.28 261.80 444.62 426.41 29.90 -3.58 0.137 80.00 -4.63 -4.90 0.00 -31.04 0.00 31.04 1,058.17 249.96 405.33 388.48 33.70 -3.68 0.085 85.00 -4.41 -4.81 0.00 -6.52 0.00 6.52 1,008.06 238.12 367.86 352.32 37.58 -3.72 0.023 86.00 -0.38 -0.66 0.00 -1.71 0.00 1.71 998.04 235.76 360.59 345.30 38.36 -3.73 0.005 88.00 -0.23 -0.29 0.00 -0.39 0.00 0.39 978.00 231.02 346.25 331.47 39.92 -3.73 0.001 89.00 -0.05 -0.10 0.00 -0.10 0.00 0.10 967.97 228.66 339.19 324.66 40.70 -3.73 0.000 90.00 0.00 -0.10 0.00 0.00 0.00 0.00 957.95 226.29 332.21 317.92 41.48 -3.73 0.000 Page: 7 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:44 AM Customer: T-MOBILE Load Case: 1.21) + 1.O1)i + 1.OWi 30 mph with 1.00 in Radial Ice 22 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 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 13.7 0.0 5.00 27.0 770.0 10.00 26.4 766.2 15.00 25.8 753.0 20.00 25.1 736.8 25.00 24.4 718.9 30.00 24.0 700.0 35.00 24.1 680.4 40.00 24.3 660.2 45.00 14.6 639.7 46.00 Bot - Section 2 9.9 125.9 49.00 Top - Section 1 9.9 602.1 50.00 14.8 106.7 55.00 24.6 520.7 60.00 24.4 502.7 65.00 24.0 484.6 70.00 14.3 466.3 71.00 Appurtenance(s) 7.1 91.5 120.1 0.0 0.0 3,167.9 73.00 Appurtenance(s) 9.4 180.6 143.1 0.0 0.0 2,766.5 75.00 16.2 177.6 80.00 22.7 429.2 85.00 13.4 410.5 86.00 Appurtenance(s) 6.6 80.3 521.8 0.0 0.0 7,468.4 88.00 Appurtenance(s) 6.6 158.1 40.6 0.0 0.0 332.8 89.00 Appurtenance(s) 4.3 78.0 16.2 0.0 -48.7 355.6 90.00 Appurtenance(s) 2.2 77.3 9.7 0.0 0.0 80.4 0.0 0.0 13.7 0.0 0.0 0.0 0.0 38.2 27.0 808.2 0.0 0.0 0.0 38.2 26.4 804.4 0.0 0.0 0.0 38.2 25.8 791.2 0.0 0.0 0.0 38.2 25.1 774.9 0.0 0.0 0.0 38.2 24.4 757.1 0.0 0.0 0.0 38.2 24.0 738.2 0.0 0.0 0.0 38.2 24.1 718.5 0.0 0.0 0.0 38.2 24.3 698.4 0.0 0.0 0.0 38.2 14.6 677.8 0.0 0.0 0.0 7.6 9.9 133.5 0.0 0.0 0.0 22.9 9.9 625.0 0.0 0.0 0.0 7.6 14.8 114.3 0.0 0.0 0.0 38.2 24.6 558.8 0.0 0.0 0.0 38.2 24.4 540.9 0.0 0.0 0.0 38.2 24.0 522.8 0.0 0.0 0.0 38.2 14.3 504.5 0.0 0.0 0.0 7.6 127.2 3,267.0 0.0 0.0 0.0 15.3 152.5 2,962.3 0.0 0.0 0.0 7.9 16.2 185.5 0.0 0.0 0.0 19.7 22.7 448.9 0.0 0.0 0.0 19.7 13.4 430.2 0.0 0.0 0.0 3.9 528.4 7,552.6 0.0 0.0 0.0 7.9 47.1 498.8 0.0 0.0 0.0 1.6 20.6 435.2 0.0 0.0 0.0 1.6 11.9 159.2 0.0 0.0 Totals: 1,291.31 25,708.1 0.00 0.00 Page: 8 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:44 AM Customer: T-MOBILE Load Case: 1.21) + 1.O1)i + 1.OWi 30 mph with 1.00 in Radial Ice 22 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 Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -25.71 -1.29 0.00 -96.29 0.00 96.29 2,283.43 539.39 1,509.791,452.68 0.00 0.00 0.078 5.00 -24.90 -1.27 0.00 -89.86 0.00 89.86 2,220.79 524.60 1,428.11 1,373.69 0.02 -0.04 0.077 10.00 -24.09 -1.26 0.00 -83.50 0.00 83.50 2,158.16 509.80 1,348.701,296.91 0.08 -0.07 0.076 15.00 -23.30 -1.25 0.00 -77.19 0.00 77.19 2,095.52 495.01 1,271.571,222.34 0.17 -0.11 0.074 20.00 -22.53 -1.24 0.00 -70.94 0.00 70.94 2,032.89 480.21 1,196.701,149.97 0.30 -0.14 0.073 25.00 -21.77 -1.22 0.00 -64.76 0.00 64.76 1,970.25 465.41 1,124.11 1,079.81 0.47 -0.18 0.071 30.00 -21.03 -1.21 0.00 -58.64 0.00 58.64 1,907.62 450.62 1,053.781,011.87 0.68 -0.22 0.069 35.00 -20.31 -1.20 0.00 -52.58 0.00 52.58 1,844.98 435.82 985.73 946.13 0.93 -0.25 0.067 40.00 -19.61 -1.18 0.00 -46.60 0.00 46.60 1,782.35 421.03 919.95 882.59 1.21 -0.29 0.064 45.00 -18.93 -1.17 0.00 -40.69 0.00 40.69 1,719.71 406.23 856.44 821.27 1.54 -0.32 0.061 46.00 -18.80 -1.16 0.00 -39.52 0.00 39.52 1,707.18 403.27 844.01 809.27 1.61 -0.33 0.060 49.00 -18.17 -1.15 0.00 -36.03 0.00 36.03 1,368.84 323.35 678.22 652.11 1.82 -0.35 0.069 50.00 -18.06 -1.15 0.00 -34.87 0.00 34.87 1,358.82 320.98 668.32 642.54 1.90 -0.36 0.068 55.00 -17.50 -1.13 0.00 -29.14 0.00 29.14 1,308.71 309.14 619.95 595.78 2.29 -0.40 0.062 60.00 -16.96 -1.11 0.00 -23.49 0.00 23.49 1,258.60 297.31 573.39 550.79 2.73 -0.43 0.056 65.00 -16.44 -1.09 0.00 -17.94 0.00 17.94 1,208.49 285.47 528.65 507.56 3.20 -0.46 0.049 70.00 -15.93 -1.08 0.00 -12.49 0.00 12.49 1,158.39 273.63 485.73 466.10 3.69 -0.49 0.041 71.00 -12.67 -0.92 0.00 -11.42 0.00 11.42 1,148.36 271.27 477.36 458.02 3.79 -0.49 0.036 73.00 -9.70 -0.75 0.00 -9.57 0.00 9.57 1,128.32 266.53 460.85 442.07 4.00 -0.50 0.030 75.00 -9.52 -0.73 0.00 -8.08 0.00 8.08 1,108.28 261.80 444.62 426.41 4.21 -0.51 0.028 80.00 -9.07 -0.70 0.00 -4.44 0.00 4.44 1,058.17 249.96 405.33 388.48 4.75 -0.52 0.020 85.00 -8.64 -0.69 0.00 -0.92 0.00 0.92 1,008.06 238.12 367.86 352.32 5.30 -0.53 0.011 86.00 -1.09 -0.09 0.00 -0.23 0.00 0.23 998.04 235.76 360.59 345.30 5.41 -0.53 0.002 88.00 -0.59 -0.04 0.00 -0.05 0.00 0.05 978.00 231.02 346.25 331.47 5.63 -0.53 0.001 89.00 -0.16 -0.01 0.00 -0.01 0.00 0.01 967.97 228.66 339.19 324.66 5.74 -0.53 0.000 90.00 0.00 -0.01 0.00 0.00 0.00 0.00 957.95 226.29 332.21 317.92 5.85 -0.53 0.000 Page: 9 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:44 AM Customer: T-MOBILE Load Case: 1.OD + 1.OW Serviceability 60 mph 23 Iterations Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 28.3 0.0 5.00 55.9 515.7 10.00 54.3 501.4 15.00 52.8 487.1 20.00 51.2 472.7 25.00 49.7 458.4 30.00 48.7 444.0 35.00 48.6 429.7 40.00 48.8 415.3 45.00 29.3 401.0 46.00 Bot - Section 2 19.8 78.5 49.00 Top - Section 1 19.9 422.1 50.00 29.6 62.5 55.00 49.0 305.4 60.00 48.4 294.0 65.00 47.5 282.5 70.00 28.2 271.0 71.00 Appurtenance(s) 13.9 52.8 328.3 0.0 0.0 2,052.8 73.00 Appurtenance(s) 18.4 104.3 438.1 0.0 0.0 1,291.6 75.00 31.6 102.4 80.00 44.2 248.1 85.00 26.1 236.6 86.00 Appurtenance(s) 12.8 45.9 1,289.0 0.0 0.0 4,722.6 88.00 Appurtenance(s) 12.7 90.5 110.0 0.0 0.0 92.4 89.00 Appurtenance(s) 8.4 44.6 48.7 0.0 -146.1 165.0 90.00 Appurtenance(s) 4.2 44.1 29.3 0.0 0.0 20.0 0.0 0.0 28.3 0.0 0.0 0.0 0.0 31.8 55.9 547.5 0.0 0.0 0.0 31.8 54.3 533.2 0.0 0.0 0.0 31.8 52.8 518.9 0.0 0.0 0.0 31.8 51.2 504.5 0.0 0.0 0.0 31.8 49.7 490.2 0.0 0.0 0.0 31.8 48.7 475.8 0.0 0.0 0.0 31.8 48.6 461.5 0.0 0.0 0.0 31.8 48.8 447.1 0.0 0.0 0.0 31.8 29.3 432.8 0.0 0.0 0.0 6.4 19.8 84.8 0.0 0.0 0.0 19.1 19.9 441.2 0.0 0.0 0.0 6.4 29.6 68.8 0.0 0.0 0.0 31.8 49.0 337.2 0.0 0.0 0.0 31.8 48.4 325.8 0.0 0.0 0.0 31.8 47.5 314.3 0.0 0.0 0.0 31.8 28.2 302.8 0.0 0.0 0.0 6.4 342.1 2,112.0 0.0 0.0 0.0 12.7 456.4 1,408.6 0.0 0.0 0.0 6.6 31.6 109.0 0.0 0.0 0.0 16.4 44.2 264.5 0.0 0.0 0.0 16.4 26.1 253.0 0.0 0.0 0.0 3.3 1,301.7 4,771.8 0.0 0.0 0.0 6.6 122.7 189.5 0.0 0.0 0.0 1.3 57.0 210.9 0.0 0.0 0.0 1.3 33.5 65.4 0.0 0.0 Totals: 3,125.41 15,671.0 0.00 0.00 Page: 10 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:45 AM Customer: T-MOBILE Load Case: 1.OD + 1.OW Serviceability 60 mph 23 Iterations Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -15.67 -3.11 0.00 -231.36 0.00 231.36 2,283.43 539.39 1,509.791,452.68 0.00 0.00 0.166 5.00 -15.12 -3.08 0.00 -215.81 0.00 215.81 2,220.79 524.60 1,428.11 1,373.69 0.05 -0.09 0.164 10.00 -14.58 -3.04 0.00 -200.44 0.00 200.44 2,158.16 509.80 1,348.701,296.91 0.18 -0.17 0.161 15.00 -14.06 -3.01 0.00 -185.23 0.00 185.23 2,095.52 495.01 1,271.571,222.34 0.41 -0.26 0.158 20.00 -13.55 -2.98 0.00 -170.19 0.00 170.19 2,032.89 480.21 1,196.701,149.97 0.73 -0.35 0.155 25.00 -13.05 -2.94 0.00 -155.31 0.00 155.31 1,970.25 465.41 1,124.11 1,079.81 1.14 -0.43 0.150 30.00 -12.57 -2.91 0.00 -140.60 0.00 140.60 1,907.62 450.62 1,053.781,011.87 1.64 -0.52 0.146 35.00 -12.11 -2.87 0.00 -126.06 0.00 126.06 1,844.98 435.82 985.73 946.13 2.23 -0.61 0.140 40.00 -11.66 -2.84 0.00 -111.69 0.00 111.69 1,782.35 421.03 919.95 882.59 2.92 -0.70 0.133 45.00 -11.22 -2.81 0.00 -97.50 0.00 97.50 1,719.71 406.23 856.44 821.27 3.69 -0.78 0.125 46.00 -11.14 -2.80 0.00 -94.69 0.00 94.69 1,707.18 403.27 844.01 809.27 3.86 -0.80 0.124 49.00 -10.69 -2.78 0.00 -86.30 0.00 86.30 1,368.84 323.35 678.22 652.11 4.37 -0.85 0.140 50.00 -10.62 -2.76 0.00 -83.52 0.00 83.52 1,358.82 320.98 668.32 642.54 4.55 -0.86 0.138 55.00 -10.28 -2.72 0.00 -69.73 0.00 69.73 1,308.71 309.14 619.95 595.78 5.50 -0.95 0.125 60.00 -9.95 -2.68 0.00 -56.14 0.00 56.14 1,258.60 297.31 573.39 550.79 6.54 -1.03 0.110 65.00 -9.64 -2.64 0.00 -42.76 0.00 42.76 1,208.49 285.47 528.65 507.56 7.67 -1.11 0.092 70.00 -9.33 -2.61 0.00 -29.58 0.00 29.58 1,158.39 273.63 485.73 466.10 8.86 -1.16 0.072 71.00 -7.23 -2.22 0.00 -26.98 0.00 26.98 1,148.36 271.27 477.36 458.02 9.10 -1.18 0.065 73.00 -5.83 -1.74 0.00 -22.53 0.00 22.53 1,128.32 266.53 460.85 442.07 9.60 -1.19 0.056 75.00 -5.72 -1.71 0.00 -19.05 0.00 19.05 1,108.28 261.80 444.62 426.41 10.10 -1.21 0.050 80.00 -5.46 -1.66 0.00 -10.51 0.00 10.51 1,058.17 249.96 405.33 388.48 11.39 -1.24 0.032 85.00 -5.20 -1.63 0.00 -2.21 0.00 2.21 1,008.06 238.12 367.86 352.32 12.70 -1.26 0.011 86.00 -0.46 -0.22 0.00 -0.58 0.00 0.58 998.04 235.76 360.59 345.30 12.97 -1.26 0.002 88.00 -0.27 -0.10 0.00 -0.13 0.00 0.13 978.00 231.02 346.25 331.47 13.49 -1.26 0.001 89.00 -0.06 -0.03 0.00 -0.03 0.00 0.03 967.97 228.66 339.19 324.66 13.76 -1.26 0.000 90.00 0.00 -0.03 0.00 0.00 0.00 0.00 957.95 226.29 332.21 317.92 14.02 -1.26 0.000 Page: 11 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:45 AM Customer: T-MOBILE Equivalent Lateral Forces Method Analysis Spectral Response Acceleration for Short Period (S s): 1.28 Spectral Response Acceleration at 1.0 Second Period (S 1 ): 0.45 Long -Period Transition Period (T 0: 6 Importance Factor (I E): 1.00 Site Coefficient F a: 1.20 Site Coeffiecient F �: 1.85 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 1.02 Design Spectral Response Acceleration at 1.0 Second Period (S d1): 0.55 Seismic Response Coefficient (C s): 0.18 Upper Limit C s 0.18 Lower Limit C s 0.04 Period based on Rayleigh Method (sec): 2.07 Redundancy Factor (p): 1.00 Seismic Force Distribution Exponent (k): 1.79 Total Unfactored Dead Load: 15.67 k Seismic Base Shear (E): 2.78 k Load Case 1.2D + 1.OEv + 1.OEh Seismic Segment Height Above Base (ft) Weight (lb) W Z (lb-ft) C VX Horizontal Force (lb) Vertical Force (lb) 25 89.50 45 140 0.005 14 64 24 88.50 46 138 0.005 14 64 23 87.00 97 284 0.010 28 136 22 85.50 49 139 0.005 14 69 21 82.50 253 672 0.024 67 355 20 77.50 264 628 0.023 63 371 19 74.00 109 239 0.009 24 153 18 72.00 117 244 0.009 24 164 17 70.50 59 119 0.004 12 83 16 67.50 303 562 0.020 56 425 15 62.50 314 509 0.018 51 441 14 57.50 326 454 0.016 46 457 13 52.50 337 400 0.014 40 474 12 49.50 69 73 0.003 7 97 11 47.50 441 437 0.016 44 620 10 45.50 85 78 0.003 8 119 9 42.50 433 352 0.013 35 608 8 37.50 447 290 0.010 29 628 7 32.50 461 232 0.008 23 648 6 27.50 476 178 0.006 18 668 5 22.50 490 128 0.005 13 688 4 17.50 505 84 0.003 8 708 3 12.50 519 47 0.002 5 729 2 7.50 533 20 0.001 2 749 1 2.50 548 3 0.000 0 769 Page: 12 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:45 AM Customer: T-MOBILE Generic 24" x 24" Ju 90.00 20 62 0.002 6 28 Generic RRU (Model T 89.00 165 502 0.018 50 232 Amphenol Antel W65-1 88.00 92 276 0.010 28 130 Generic 12" x 9" x 6 86.00 60 172 0.006 17 84 Antel HTXC4517R000G 86.00 87 249 0.009 25 122 Round Square Platfor 86.00 2,500 7,155 0.258 718 3,511 VZW Unused Reserve ( 86.00 2,076 5,941 0.214 596 2,915 Commscope HELIAX Fib 73.00 40 85 0.003 9 56 Nokia AirScale Dual 73.00 251 537 0.019 54 353 Nokia AHFIG 70.55 lb 73.00 212 452 0.016 45 297 Andrew TMBXX-6516-A2 73.00 104 222 0.008 22 146 Nokia AEHC 73.00 311 664 0.024 67 436 Commscope FFVV-65C-R 73.00 374 798 0.029 80 525 Andrew TMAT1921 B78-2 71.00 53 107 0.004 11 74 Flat Platform w/ Han 71.00 2,000 4,064 0.147 408 2,809 15,671 27,735 1.000 2,782 22,007 Load Case 0.9D - 1.OEv + 1.OEh Seismic (Reduced DL) Height Above Horizontal Vertical Base Weight W z Force Force Segment (ft) (lb) (lb-ft) C vX (lb) (lb) 25 89.50 45 140 0.005 14 32 24 88.50 46 138 0.005 14 32 23 87.00 97 284 0.010 28 68 22 85.50 49 139 0.005 14 34 21 82.50 253 672 0.024 67 176 20 77.50 264 628 0.023 63 184 19 74.00 109 239 0.009 24 76 18 72.00 117 244 0.009 24 81 17 70.50 59 119 0.004 12 41 16 67.50 303 562 0.020 56 211 15 62.50 314 509 0.018 51 219 14 57.50 326 454 0.016 46 227 13 52.50 337 400 0.014 40 235 12 49.50 69 73 0.003 7 48 11 47.50 441 437 0.016 44 307 10 45.50 85 78 0.003 8 59 9 42.50 433 352 0.013 35 301 8 37.50 447 290 0.010 29 311 7 32.50 461 232 0.008 23 321 6 27.50 476 178 0.006 18 331 5 22.50 490 128 0.005 13 341 4 17.50 505 84 0.003 8 351 3 12.50 519 47 0.002 5 361 2 7.50 533 20 0.001 2 371 1 2.50 548 3 0.000 0 381 Generic 24" x 24" Ju 90.00 20 62 0.002 6 14 Generic RRU (Model T 89.00 165 502 0.018 50 115 Amphenol Antel W65-1 88.00 92 276 0.010 28 64 Generic 12" x 9" x 6 86.00 60 172 0.006 17 42 Antel HTXC4517R000G 86.00 87 249 0.009 25 61 Round Square Platfor 86.00 2,500 7,155 0.258 718 1,739 VZW Unused Reserve ( 86.00 2,076 5,941 0.214 596 1,444 Commscope HELIAX Fib 73.00 40 85 0.003 9 28 Nokia AirScale Dual 73.00 251 537 0.019 54 175 Nokia AHFIG 70.55 lb 73.00 212 452 0.016 45 147 Andrew TMBXX-6516-A2 73.00 104 222 0.008 22 72 Nokia AEHC 73.00 311 664 0.024 67 216 Commscope FFVV-65C-R 73.00 374 798 0.029 80 260 Andrew TMAT1921 B78-2 71.00 53 107 0.004 11 37 Flat Platform w/ Han 71.00 2,000 4,064 0.147 408 1,391 Page: 13 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. All rights reserved. Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 Customer: T-MOBILE 12/2/2020 11:37:45 AM 15,671 27,735 1.000 2,782 10,902 Page: 14 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. All rights reserved. Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:45 AM Customer: T-MOBILE Load Case 1.21) + 1.OEv + 1.OEh Seismic Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -21.24 -2.80 0.00 -226.65 0.00 226.65 2,283.43 539.39 1,509.791,452.68 0.00 0.00 0.165 5.00 -20.48 -2.82 0.00 -212.66 0.00 212.66 2,220.79 524.60 1,428.11 1,373.69 0.04 -0.08 0.164 10.00 -19.75 -2.85 0.00 -198.54 0.00 198.54 2,158.16 509.80 1,348.701,296.91 0.18 -0.17 0.162 15.00 -19.04 -2.87 0.00 -184.30 0.00 184.30 2,095.52 495.01 1,271.571,222.34 0.40 -0.26 0.160 20.00 -18.34 -2.88 0.00 -169.97 0.00 169.97 2,032.89 480.21 1,196.701,149.97 0.72 -0.34 0.157 25.00 -17.67 -2.88 0.00 -155.58 0.00 155.58 1,970.25 465.41 1,124.11 1,079.81 1.12 -0.43 0.153 30.00 -17.02 -2.88 0.00 -141.17 0.00 141.17 1,907.62 450.62 1,053.781,011.87 1.62 -0.52 0.148 35.00 -16.39 -2.87 0.00 -126.77 0.00 126.77 1,844.98 435.82 985.73 946.13 2.21 -0.61 0.143 40.00 -15.78 -2.85 0.00 -112.42 0.00 112.42 1,782.35 421.03 919.95 882.59 2.89 -0.69 0.136 45.00 -15.66 -2.86 0.00 -98.16 0.00 98.16 1,719.71 406.23 856.44 821.27 3.67 -0.78 0.129 46.00 -15.03 -2.81 0.00 -95.31 0.00 95.31 1,707.18 403.27 844.01 809.27 3.83 -0.80 0.127 49.00 -14.94 -2.81 0.00 -86.87 0.00 86.87 1,368.84 323.35 678.22 652.11 4.35 -0.84 0.144 50.00 -14.46 -2.78 0.00 -84.06 0.00 84.06 1,358.82 320.98 668.32 642.54 4.52 -0.86 0.142 55.00 -14.00 -2.75 0.00 -70.17 0.00 70.17 1,308.71 309.14 619.95 595.78 5.48 -0.95 0.129 60.00 -13.56 -2.71 0.00 -56.44 0.00 56.44 1,258.60 297.31 573.39 550.79 6.52 -1.03 0.113 65.00 -13.13 -2.66 0.00 -42.91 0.00 42.91 1,208.49 285.47 528.65 507.56 7.64 -1.11 0.095 70.00 -13.04 -2.65 0.00 -29.62 0.00 29.62 1,158.39 273.63 485.73 466.10 8.83 -1.17 0.075 71.00 -10.01 -2.15 0.00 -26.97 0.00 26.97 1,148.36 271.27 477.36 458.02 9.08 -1.18 0.068 73.00 -8.05 -1.81 0.00 -22.67 0.00 22.67 1,128.32 266.53 460.85 442.07 9.57 -1.19 0.058 75.00 -7.67 -1.74 0.00 -19.05 0.00 19.05 1,108.28 261.80 444.62 426.41 10.08 -1.21 0.052 80.00 -7.32 -1.67 0.00 -10.34 0.00 10.34 1,058.17 249.96 405.33 388.48 11.36 -1.24 0.034 85.00 -7.25 -1.66 0.00 -1.99 0.00 1.99 1,008.06 238.12 367.86 352.32 12.68 -1.26 0.013 86.00 -0.52 -0.12 0.00 -0.33 0.00 0.33 998.04 235.76 360.59 345.30 12.94 -1.26 0.001 88.00 -0.32 -0.08 0.00 -0.08 0.00 0.08 978.00 231.02 346.25 331.47 13.47 -1.26 0.001 89.00 -0.03 -0.01 0.00 -0.01 0.00 0.01 967.97 228.66 339.19 324.66 13.73 -1.26 0.000 90.00 0.00 -0.01 0.00 0.00 0.00 0.00 957.95 226.29 332.21 317.92 13.99 -1.26 0.000 Page: 15 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. 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Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:45 AM Customer: T-MOBILE Load Case 0.91) - 1.OEv + 1.OEh Seismic (Reduced DL) Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -10.52 -2.79 0.00 -219.15 0.00 219.15 2,283.43 539.39 1,509.791,452.68 0.00 0.00 0.155 5.00 -10.14 -2.80 0.00 -205.21 0.00 205.21 2,220.79 524.60 1,428.11 1,373.69 0.04 -0.08 0.154 10.00 -9.78 -2.81 0.00 -191.21 0.00 191.21 2,158.16 509.80 1,348.701,296.91 0.17 -0.16 0.152 15.00 -9.42 -2.81 0.00 -177.16 0.00 177.16 2,095.52 495.01 1,271.571,222.34 0.39 -0.25 0.149 20.00 -9.08 -2.81 0.00 -163.10 0.00 163.10 2,032.89 480.21 1,196.701,149.97 0.69 -0.33 0.146 25.00 -8.74 -2.81 0.00 -149.04 0.00 149.04 1,970.25 465.41 1,124.11 1,079.81 1.08 -0.41 0.142 30.00 -8.42 -2.79 0.00 -135.01 0.00 135.01 1,907.62 450.62 1,053.781,011.87 1.56 -0.50 0.138 35.00 -8.10 -2.77 0.00 -121.06 0.00 121.06 1,844.98 435.82 985.73 946.13 2.13 -0.58 0.132 40.00 -7.80 -2.74 0.00 -107.20 0.00 107.20 1,782.35 421.03 919.95 882.59 2.78 -0.67 0.126 45.00 -7.74 -2.74 0.00 -93.48 0.00 93.48 1,719.71 406.23 856.44 821.27 3.52 -0.75 0.118 46.00 -7.43 -2.70 0.00 -90.74 0.00 90.74 1,707.18 403.27 844.01 809.27 3.68 -0.76 0.117 49.00 -7.38 -2.69 0.00 -82.64 0.00 82.64 1,368.84 323.35 678.22 652.11 4.18 -0.81 0.132 50.00 -7.15 -2.66 0.00 -79.95 0.00 79.95 1,358.82 320.98 668.32 642.54 4.35 -0.83 0.130 55.00 -6.92 -2.62 0.00 -66.66 0.00 66.66 1,308.71 309.14 619.95 595.78 5.26 -0.91 0.117 60.00 -6.69 -2.57 0.00 -53.57 0.00 53.57 1,258.60 297.31 573.39 550.79 6.26 -0.99 0.103 65.00 -6.48 -2.52 0.00 -40.71 0.00 40.71 1,208.49 285.47 528.65 507.56 7.33 -1.06 0.086 70.00 -6.44 -2.51 0.00 -28.12 0.00 28.12 1,158.39 273.63 485.73 466.10 8.47 -1.11 0.066 71.00 -4.94 -2.04 0.00 -25.61 0.00 25.61 1,148.36 271.27 477.36 458.02 8.70 -1.12 0.060 73.00 -3.97 -1.72 0.00 -21.53 0.00 21.53 1,128.32 266.53 460.85 442.07 9.18 -1.14 0.052 75.00 -3.79 -1.66 0.00 -18.09 0.00 18.09 1,108.28 261.80 444.62 426.41 9.66 -1.16 0.046 80.00 -3.61 -1.59 0.00 -9.81 0.00 9.81 1,058.17 249.96 405.33 388.48 10.89 -1.19 0.029 85.00 -3.58 -1.57 0.00 -1.89 0.00 1.89 1,008.06 238.12 367.86 352.32 12.14 -1.20 0.009 86.00 -0.25 -0.12 0.00 -0.31 0.00 0.31 998.04 235.76 360.59 345.30 12.40 -1.20 0.001 88.00 -0.16 -0.07 0.00 -0.08 0.00 0.08 978.00 231.02 346.25 331.47 12.90 -1.20 0.000 89.00 -0.01 -0.01 0.00 -0.01 0.00 0.01 967.97 228.66 339.19 324.66 13.15 -1.20 0.000 90.00 0.00 -0.01 0.00 0.00 0.00 0.00 957.95 226.29 332.21 317.92 13.40 -1.20 0.000 Page: 16 Site Number: 414383 Code: ANSI/TIA-222-H © 2007 - 2020 by ATC IP LLC. All rights reserved. Site Name: SEAQ LAKE BALLINGER WA, WAEngineering Number: 13329850_C3_03 12/2/2020 11:37:45 AM Customer: T-MOBILE Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.21D + 1.OW 9.28 0.00 18.78 0.00 0.00 696.06 0.00 0.49 0.91D + 1.OW 9.27 0.00 14.08 0.00 0.00 686.03 0.00 0.48 1.21) + 1.01)i + 1.OWi 1.29 0.00 25.71 0.00 0.00 96.29 0.00 0.08 1.21) + 1.OEv + 1.OEh 2.80 0.00 21.24 0.00 0.00 226.65 0.00 0.17 0.91) - 1.OEv + 1.OEh 2.79 0.00 10.52 0.00 0.00 219.15 0.00 0.16 1.01) + 1.OW 3.11 0.00 15.67 0.00 0.00 231.36 0.00 0.17 Page: 17 414383 - SEAQ LAKE BALLINGER WA, WA (ANSI/TIA-222-H) A 11:41 AM 12/2/2020 AMEn1%#t1 F?WER' Number of Sides 18 - Moment, Mu 696.1 k-ft Diameter 31.3 in Axial, Pu 18.8 k Thickness 5/16 in Shear, Vu 9.3 k Orientation Offset 0 oNeutral Axis 38 ° Base Shape Plate Square - Width 36 in Thickness 21/2 in Grade A572-50 Yield Strength, Fy 50 ksi Tensile Strength, Fu 65 ksi Clip 6 in Orientation Offset 0 ° Anchor Rod Detail d n=0.5 Clear Distance 3 in Applied Moment, Mu 544.7 k Bending Stress, (�Mn 1370.2 k Arrangement Cluster - Quantity 8 - Diameter, 0 2 1/4 in Bolt Circle 37 in Grade A615-75 Yield Strength, Fy 75 ksi Tensile Strength, Fu 100 ksi Spacing 6.0 in Orientation Offset 0 ° Applied Force, Pu 115.0 k Anchor Rods, (�Pn 243.6 k Component Capacity Result Base Plate 40% Pass Anchor Rods 47% Pass Dwyidag - - X:\S-V\SEAQ LAKE BALLINGER WA, WA (414383)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.2 Checked By: 5/14/2020 Calculations for Monopole Base Plate & Anchor Rod Analysis Reaction Distribution Geometric Properties - k k-ft - - in' in' in' # in4 Base Forces 9.3 696.1 1.00 Pole 30.2677 1.6815 0.0550 3633.97 Anchor Rod Forces 9.3 696.1 1.00 Bolt 3.9761 3.2477 0.8393 4.5 4452.80 Additional Bolt (Grp1) Forces Bolt1 Additional Bolt (Grp2) Forces Bolt2 Dywidag Forces Dywidag Stiffener Forces Stiffener Shape Square - AnchorR.. Anchor Rod Quantity, N 8 - Width, W 36 in Rod Diameter, d 2.25 in Thickness, t 2.5 in Bolt Circle, BC 37 in Yield Strength, Fy 50 ksi Yield Strength, Fy 75 ksi Tensile Strength, Fu 65 ksi Tensile Strength, Fu 100 ksi Base Plate Chord 17.785 in Applied Axial, Pu 115.0 k Detail Type d - Applied Shear, Vu 0.1 k Detail Factor 0.50 - Compressive Capacity, (�Pn 243.6 k Clear Distance 3 - Tensile Capacity, (�Rnt 0.472 OK External Base Plate Interaction Capacity 0.473 OK Chord Length AA 19.487 in Additional AA 0.000 in Section Modulus, Z 30.448 in Applied Moment, Mu 544.7 k-ft Bending Capacity, 4Mn 1370.2 k-ft Capacity, Mu/(�Mn 0.398 OK Chord Length AB 19.002 in Additional AB 0.000 in Section Modulus, Z 29.690 in Applied Moment, Mu 490.1 k-ft Bending Capacity, (�Mn 1336.1 k-ft Capacity, Mu/(�Mn 0.367 OK Bend Line Length 0.000 in Additional Bend Line 0.000 in Section Modulus, Z 0.000 in Applied Moment, Mu 0.0 k-ft Bending Capacity, (�Mn 0.0 k-ft Capacity, Mu/(�Mn Internal Base Plate Arc Length 0.000 in Section Modulus, Z 0.000 in Moment Arm 0.000 in Applied Moment, Mu 0.0 k-ft Bending Capacity, 4Mn 0.0 k-ft Capacity, Mu/(�Mn Asset 414383 Pier Diameter D 5.00 ft Moment, M 696.1 k-ft Pier Embedment L-h 16.5 ft Shear, VU 9.3 k Pier Height above Ground H 0.50 ft Axial, P 18.8 k Water Table Depth [BGL] GW 99 ft Uplift, T 0.0 k Pullout Angle O 30 ° Unit Weight of Concrete 150 pcf Uplift Skin Friction Factor 0.750 0.0 1.0 105 0 0 0 0 1.0 4.0 107 0 27 79 0 4.0 9.0 134 0 40 832 0 9.0 14.0 131 0 38 1,414 0 14.0 19.0 132 0 40 1,896 61,003 Volume of Concrete 333.8 ft3 Weight of Concrete [Buoyancy Considered] 50.1 k Average Soil Unit Weight 126.1 pcf Skin Friction Resistance 254.6 k Compressive Bearing Resistance 1,197.8 k Pullout Weight [Minus Concrete Weight] 353.5 k Compressive Force, PU 28.1 k Nominal Compressive Capacity, CPn 1,089.3 k P, / CPn 2.6% Total Lateral Resistance 856.4 k Inflection Point [BGL] 11.6 ft Moment at Inflection Point, MD 808.2 k-ft Nominal Moment Capacity, CMn 1,907.6 k-ft MD / CM, 42.4% v A Page 1 of 2 Asset 414383 Concrete Compressive Strength, f, Rebar Size # Rebar Area (Single) Rebar Quantity Rebar Yield Strength, Fy Vertical Rebar Clear Cover Tie Rebar Size # Tie Rebar Area (Single) Tie Rebar Spacing Tie Rebar Yield Strength, Fy Rebar Cage Diameter Strength Bending/Tension Reduction Factor, �B Strength Shear Reduction Factor, �v Strength Compression Reduction Factor, (�c Steel Elastic Modulus Design Moment, M Moment Capacity, �Wn Mu / �BMn ............................................................................................................................................................................................... Design Shear, VU Shear Capacity, Wn Vu/ 4VVn ............................................................................................................................................................................................... Design Compression, P Compression Capacity, �PPn Pu / 4)PPn ............................................................................................................................................................................................... Bending Reinforcement Ratio s 3,000 psi 11 1.56 in2 12 60 ksi 4 in 5 0.31 in2 18.0 in 40 ksi 49.34 in 0.90 0.75 0.65 29,000 ksi 701.9 k-ft 2,037.2 k-ft 34.5% ..................................................................... 116.4 k 282.7 k 41.2% ...................................................................... 28.1 k 4,308.4 k 0.7% ...................................................................... 0.007 A Page 2 of 2