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HomeMy WebLinkAbout12342 Lower Azusa Rd - 2024 - Cell SiteT-1 VICINITY MAP DIRECTIONS SITE INFORMATION PROJECT DIRECTORY 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED DISH WIRELESS, L.L.C. SITE ID: LALAX04553B DISH WIRELESS, L.L.C. SITE ADDRESS: SCOPE OF WORK · · · · · · · · · · · · · · · · · · · · 12340 LOWER AZUSA RD ARCADIA, CA 91006-5872 GENERAL NOTES SITE PHOTO UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF CALIFORNIA (800) 642-2444 WWW.CALIFORNIA811.ORG CALIFORNIA - ARCADIA CODE COMPLIANCE SHEET INDEX SPECIAL INSPECTIONS REQUIREMENT A-0 1 LOW E R A Z U S A R D KIMBERLY CIR STANDELL AVE BAN N I S T E R A V E DU R F E E A V E CHE R R Y L E E D R HAL L W O O D DR SA N G A B R I E L R I V E R T R A I L A-1 1 LOW E R A Z U S A R D C-1 2 31 C-2.1 1 2 C-2.2 1 2 C-2.3 1 2 C-2.4 2 1 C-3 654 32 1 ” ” 1 4 7 2 5 8 3 6 9 C-4 1 4 7 2 5 8 3 6 9 C-5 C-6 1 4 7 2 5 8 3 6 9 11 2 “” “” E-1 LOW E R A Z U S A R D E-2 1 4 7 2 5 8 3 6 9 E-3 2 1 3 LOAD SERVED VOLT AMPS (WATTS) L1 L2 TRIP CKT #PHASE LOAD SERVED VOLT AMPS (WATTS) L1 L2 TRIPCKT # G-1 1 2 3 ” G-2 1 5 3 6 2 4 G-3 1 4 7 2 5 8 3 6 9 RF-1 1 2 3 4 GN-1 GN-2 GN-3 · · · · · · · GN-4 R-1 1 R-2 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Post Modification Structural Analysis Report Structure :45 ft Monopole with Proposed 20 ft Extension ATC Asset Name :Gravel Pits CA ATC Asset Number :411662 Engineering Number :14132175_C4_08 Proposed Carrier :DISH WIRELESS L.L.C. Carrier Site Name :LALAX04553B Carrier Site Number :LALAX04553B Site Location :12340 Lower Azusa Road Arcadia, CA 91006-5872 34.0894° N, 117.9981° W County :Los Angeles Date :August 22, 2023 Max Usage :98% Analysis Result :Pass Created By: Steven Nedrud Structural Engineer II Eng. Number 14132175_C4_08 August 22, 2023 Page 2 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a post-modification structural analysis performed on the 45 ft Monopole with proposed 20 ft extension to reflect the change in loading by DISH WIRELESS L.L.C.. Supporting Documents Tower:Tower Structures Job #99-001, dated January 11, 2009 Foundation:Tower Structures Job #99-001, dated January 22, 2009 Geotechnical:Geotechnical Solutions Inc. Project #P-1363-01, dated May 18, 1998 Modifications:ATC Project #14132175_C6_06, dated May 22, 2023 (Pending) 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:95 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code(s):ANSI/TIA-222-H / 2021 IBC / 2022 California Building Code / 2023 County of Los Angeles Building Code Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 1.74, S1 = 0.64 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower Engineering via email at Engineering@americantower.com. Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. Eng. Number 14132175_C4_08 August 22, 2023 Page 3 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 39.9%1.2D + 1.0Ev + 1.0Eh Pass Lower Flange Plate @ 45.0 ft 10.9%Bolts Pass Upper Flange Plate @ 45.0 ft 20.1%Plate Pass Upper Flange Plate @ 30.0 ft 23.3%Bolts Pass Base Plate @ 0.0 ft 21.6%Rods Pass Pier 97.9%Moment [Soil]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 611.0 23.0 12.8 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 14132175_C4_08 August 22, 2023 Page 4 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com DISH WIRELESS L.L.C. Final Loading Elev (ft)Qty Equipment Lines 1 Platform with Handrails 1 Raycap RDIDC-9181-PF-48 3 Commscope FFVV-65B-R2 3 Samsung SFG-ARR3J601DI 64.0 3 Samsung SFG-ARR3KM01DI (1) 1.41" (35.8mm) Hybrid Install proposed lines inside the pole shaft. Other Existing/Reserved Loading Elev (ft)Qty Equipment Lines Carrier 3 T-Arm -- 3 Antel BXA-70063/4CF 3 Ericsson AIR 6449 B77D/ C-Band 3 Ericsson KRE 105 281/1 3 Ericsson Radio 4408 3 Ericsson Radio 4449 B12,B71 (75 lbs) 3 Ericsson Radio 8843 3 Raycap RVZDC-6627-DF-48 43.0 6 Commscope NHH-65C-R2B (6) 1 5/8" Coax (3) 1 5/8" Hybriflex (1) 1.25" (31.8mm) Hybrid VERIZON WIRELESS 1 VZW Unused Reserve (13666.32 sqin)42.0 6 Diplexer / Coupler -VERIZON WIRELESS 25.0 1 4' HP Dish (1) EW90 VERIZON WIRELESS (If table breaks across pages, please see previous page for data in merged cells) Eng. Number 14132175_C4_08 August 22, 2023 Page 5 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 ANALYSIS PARAMETERS Nominal Wind:95 mph Ice Wind:30 mph w/ 0" ice Service Wind:60 mph Risk Category:II Exposure:C Ss: 1.742 S1: 0.641 Topo Category: 1 Topo Factor: Method 1 Topo Feature: Structure Height:65 ft Base Elevation:0.00 ft Structure Type: Stepped Base Diameter:36 in Base Rotation:0°Taper:0.0000 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.0W 371.83 19.90 8.44 0.9D + 1.0W 371.20 14.92 8.44 1.2D + 1.0Di + 1.0Wi 44.43 18.73 1.07 1.2D + 1.0Ev + 1.0Eh 610.97 23.02 12.77 0.9D - 1.0Ev + 1.0Eh 608.06 9.67 12.76 1.0D + 1.0W 132.56 16.58 3.01 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 30.000 36.00 36.00 0.500 0.000 Round 35 2 15.000 30.00 30.00 0.375 Butt Joint 0.000 Round 35 3 20.000 24.00 24.00 0.375 Butt Joint 0.000 Round 35 DISCRETE APPURTENANCE Elev (ft)Description 64.0 (1) Raycap RDIDC-9181-PF-48 64.0 (3) Samsung SFG-ARR3KM01DI 64.0 (3) Samsung SFG-ARR3J601DI 64.0 (3) Commscope FFVV-65B-R2 64.0 (1) Generic Flat Platform with Han 43.0 (3) Ericsson KRE 105 281/1 43.0 (3) Ericsson Radio 4408 43.0 (3) Ericsson Radio 4449 B12,B71 (7 43.0 (3) Ericsson Radio 8843 43.0 (3) Ericsson AIR 6449 B77D/ C-Band 43.0 (3) Raycap RVZDC-6627-DF-48 43.0 (3) Antel BXA-70063/4CF 43.0 (3) Generic Round T-Arm 43.0 (6) Commscope NHH-65C-R2B 42.0 (6) Generic Diplexer / Coupler 42.0 (1) VZW Unused Reserve (13666.32 s 36.0 (1) Empty Flush Mounts 25.0 (1) Generic 4' HP Dish LINEAR APPURTENANCE Elev To (ft)Description 64.0 (1) 1.41" (35.8mm) Hybrid 43.0 (1) 1.25" (31.8mm) Hybrid 43.0 (3) 1 5/8" Hybriflex 43.0 (6) 1 5/8" Coax 25.0 (1) EW90 DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 25.00 0.230 0.078 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 ANALYSIS PARAMETERS Location:Los Angeles County,CA Height:65 ft Type and Shape:Stepped, Round Base Diameter:36.00 in Manufacturer:Tower Structures Top Diameter:30.00 in Kd (non-service):0.95 Taper: 0.0000 in/ft Ke: 0.99 Rotation: 0.000o ICE & WIND PARAMETERS Risk Category:II Design Wind Speed:95 mph Exposure Category:C Design Wind Speed w/ Ice:30 mph Topo Factor Procedure: Method 1 Design Ice Thickness:0.00 in Topographic Category: 1 Service Wind Speed:60 mph Crest Height: 0 ft HMSL: 332.00 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.63 TL (sec):8 P:1 Cs:0.772 Ss:1.742 S1:0.641 Cs Max:0.772 Fa:1.200 Fv:1.700 Cs Min:0.342 Sds:1.394 Sd1:0.726 LOAD CASES 1.2D + 1.0W 95 mph Wind with No Ice 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-R 30.00 0.5000 35 0.00 5,693 36.00 0.000 55.76 8,791.2 0.00 72.00 36.00 30.00 55.76 8,791.2 0.00 72.00 0.0000 2-R 15.00 0.3750 35 Butt 0.00 1,781 30.00 30.000 34.90 3,831.8 0.00 80.00 30.00 45.00 34.90 3,831.8 0.00 80.00 0.0000 3-R 20.00 0.3750 35 Butt 0.00 1,894 24.00 45.000 27.83 1,943.3 0.00 64.00 24.00 65.00 27.83 1,943.3 0.00 64.00 0.0000 Total Shaft Weight 9,368 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 64.00 Samsung SFG-ARR3J601DI 3 0.75 0.000 94.60 2.063 0.67 94.60 2.063 0.67 64.00 Samsung SFG-ARR3KM01DI 3 0.75 0.000 61.30 1.875 0.50 61.30 1.875 0.50 64.00 Raycap RDIDC-9181-PF-48 1 0.75 0.000 21.90 1.867 1.00 21.90 1.867 1.00 64.00 Commscope FFVV-65B-R2 3 0.75 0.000 70.80 12.271 0.64 70.80 12.271 0.64 64.00 Generic Flat Platform with Han 1 1.00 0.000 2500.00 42.400 1.00 2500.00 42.400 1.00 43.00 Antel BXA-70063/4CF 3 0.80 0.000 9.90 4.708 0.65 9.90 4.708 0.65 43.00 Generic Round T-Arm 3 0.75 0.000 312.50 9.700 0.67 312.50 9.700 0.67 43.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 51.60 11.389 0.70 43.00 Raycap RVZDC-6627-DF-48 3 0.80 0.000 32.00 4.056 1.00 32.00 4.056 1.00 43.00 Ericsson AIR 6449 B77D/ C-Band 3 0.80 0.000 81.60 4.028 0.70 81.60 4.028 0.70 43.00 Ericsson Radio 8843 3 0.80 0.000 85.00 3.500 0.70 85.00 3.500 0.70 43.00 Ericsson Radio 4449 B12,B71 (7 3 0.80 0.000 75.00 1.650 0.50 75.00 1.650 0.50 43.00 Ericsson Radio 4408 3 0.80 0.000 10.10 0.553 0.50 10.10 0.553 0.50 43.00 Ericsson KRE 105 281/1 3 0.80 0.000 1.80 0.520 0.50 1.80 0.520 0.50 42.00 VZW Unused Reserve (13666.32 s 1 0.80 0.000 934.20 94.905 0.90 934.20 94.905 0.90 42.00 Generic Diplexer / Coupler 6 0.80 0.000 5.00 0.600 0.50 5.00 0.600 0.50 36.00 Empty Flush Mounts 1 1.00 0.000 200.00 3.500 1.00 200.00 3.500 1.00 25.00 Generic 4' HP Dish 1 1.00 0.000 170.00 15.855 1.00 170.00 15.855 1.00 Totals Row Count: 18 50 6,669.50 6,669.50 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 0.00 64.00 1 1.41" (35.8mm) Hybrid 1.41 1.66 N 0 0 0 90 0 N DISH WIRELESS L.L.C. 0.00 43.00 6 1 5/8" Coax 1.98 0.82 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 43.00 3 1 5/8" Hybriflex 1.98 1.3 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 43.00 1 1.25" (31.8mm) Hybrid 1.25 1.21 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 25.00 1 EW90 1.32 0.32 N 0 0 0 0 0 N VERIZON WIRELESS SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 0.0 5.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 10.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 15.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 20.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 25.00 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 30.00 Top - Section 1 0.5000 36.000 55.763 8,791.20 0.00 72.00 35 488.4 630.2 948.8 30.00 Bot - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 35.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 36.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 118.8 40.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 475.0 42.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 43.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 118.8 45.00 Top - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 45.00 Bot - Section 3 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 50.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 473.5 55.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 473.5 60.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 473.5 64.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 378.8 65.00 0.3750 24.000 27.833 1,943.30 0.00 64.00 35 161.9 209.3 94.7 Total:9,368.2 CALCULATED FORCES Load Case: 1.2D + 1.0W 95 mph Wind with No Ice 13 Iterations Gust Response Factor:1.10 Dead load Factor:1.20 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -19.90 -8.44 0.00 -371.8 0.00 371.83 1,756.54 526.96 1,644.71 1,587.45 0 0 0.246 5.00 -18.68 -8.28 0.00 -329.6 0.00 329.62 1,756.54 526.96 1,644.71 1,587.45 0.03 -0.06 0.219 10.00 -17.46 -8.11 0.00 -288.2 0.00 288.23 1,756.54 526.96 1,644.71 1,587.45 0.12 -0.11 0.192 15.00 -16.24 -7.93 0.00 -247.7 0.00 247.69 1,756.54 526.96 1,644.71 1,587.45 0.25 -0.15 0.166 20.00 -15.03 -7.74 0.00 -208.0 0.00 208.04 1,756.54 526.96 1,644.71 1,587.45 0.43 -0.19 0.140 25.00 -13.61 -7.18 0.00 -169.3 0.00 169.33 1,756.54 526.96 1,644.71 1,587.45 0.64 -0.22 0.115 30.00 -12.40 -6.99 0.00 -133.4 0.00 133.41 1,756.54 526.96 1,644.71 1,587.45 0.89 -0.24 0.091 30.00 -12.40 -6.99 0.00 -133.4 0.00 133.41 1,099.39 329.82 859.03 814.32 0.89 -0.24 0.176 35.00 -11.62 -6.88 0.00 -98.5 0.00 98.46 1,099.39 329.82 859.03 814.32 1.15 -0.26 0.132 36.00 -11.22 -6.71 0.00 -91.6 0.00 91.57 1,099.39 329.82 859.03 814.32 1.21 -0.27 0.123 40.00 -10.59 -6.59 0.00 -64.8 0.00 64.75 1,099.39 329.82 859.03 814.32 1.44 -0.29 0.090 42.00 -9.13 -4.78 0.00 -51.6 0.00 51.56 1,099.39 329.82 859.03 814.32 1.56 -0.3 0.072 43.00 -6.43 -2.54 0.00 -46.8 0.00 46.78 1,099.39 329.82 859.03 814.32 1.63 -0.3 0.063 45.00 -6.14 -2.42 0.00 -41.7 0.00 41.71 1,099.39 329.82 859.03 814.32 1.76 -0.31 0.057 45.00 -6.14 -2.42 0.00 -41.7 0.00 41.71 876.73 263.02 546.31 539.02 1.76 -0.31 0.084 50.00 -5.56 -2.26 0.00 -29.6 0.00 29.62 876.73 263.02 546.31 539.02 2.09 -0.32 0.061 55.00 -4.98 -2.10 0.00 -18.3 0.00 18.31 876.73 263.02 546.31 539.02 2.44 -0.34 0.040 60.00 -4.41 -1.95 0.00 -7.8 0.00 7.81 876.73 263.02 546.31 539.02 2.8 -0.35 0.020 64.00 -0.11 -0.01 0.00 -0.0 0.00 0.01 876.73 263.02 546.31 539.02 3.09 -0.35 0.000 65.00 0.00 -0.01 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 3.17 -0.35 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Load Case: 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL)13 Iterations Gust Response Factor:1.10 Dead load Factor:0.90 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -14.92 -8.44 0.00 -371.2 0.00 371.20 1,756.54 526.96 1,644.71 1,587.45 0 0 0.243 5.00 -14.00 -8.27 0.00 -329.0 0.00 328.99 1,756.54 526.96 1,644.71 1,587.45 0.03 -0.06 0.215 10.00 -13.09 -8.10 0.00 -287.6 0.00 287.64 1,756.54 526.96 1,644.71 1,587.45 0.12 -0.11 0.189 15.00 -12.18 -7.92 0.00 -247.2 0.00 247.15 1,756.54 526.96 1,644.71 1,587.45 0.25 -0.15 0.163 20.00 -11.27 -7.73 0.00 -207.6 0.00 207.56 1,756.54 526.96 1,644.71 1,587.45 0.43 -0.19 0.137 25.00 -10.20 -7.17 0.00 -168.9 0.00 168.91 1,756.54 526.96 1,644.71 1,587.45 0.64 -0.22 0.112 30.00 -9.30 -6.98 0.00 -133.1 0.00 133.06 1,756.54 526.96 1,644.71 1,587.45 0.88 -0.24 0.089 30.00 -9.30 -6.98 0.00 -133.1 0.00 133.06 1,099.39 329.82 859.03 814.32 0.88 -0.24 0.172 35.00 -8.71 -6.87 0.00 -98.2 0.00 98.18 1,099.39 329.82 859.03 814.32 1.15 -0.26 0.129 36.00 -8.41 -6.69 0.00 -91.3 0.00 91.31 1,099.39 329.82 859.03 814.32 1.2 -0.27 0.120 40.00 -7.94 -6.58 0.00 -64.5 0.00 64.54 1,099.39 329.82 859.03 814.32 1.44 -0.29 0.087 42.00 -6.84 -4.76 0.00 -51.4 0.00 51.38 1,099.39 329.82 859.03 814.32 1.56 -0.3 0.070 43.00 -4.82 -2.53 0.00 -46.6 0.00 46.62 1,099.39 329.82 859.03 814.32 1.62 -0.3 0.062 45.00 -4.60 -2.41 0.00 -41.6 0.00 41.56 1,099.39 329.82 859.03 814.32 1.75 -0.31 0.055 45.00 -4.60 -2.41 0.00 -41.6 0.00 41.56 876.73 263.02 546.31 539.02 1.75 -0.31 0.082 50.00 -4.17 -2.25 0.00 -29.5 0.00 29.51 876.73 263.02 546.31 539.02 2.08 -0.32 0.060 55.00 -3.74 -2.09 0.00 -18.2 0.00 18.24 876.73 263.02 546.31 539.02 2.43 -0.34 0.038 60.00 -3.30 -1.94 0.00 -7.8 0.00 7.79 876.73 263.02 546.31 539.02 2.79 -0.35 0.018 64.00 -0.09 -0.01 0.00 -0.0 0.00 0.01 876.73 263.02 546.31 539.02 3.09 -0.35 0.000 65.00 0.00 -0.01 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 3.16 -0.35 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 12 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 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -18.73 -1.07 0.00 -44.4 0.00 44.43 1,756.54 526.96 1,644.71 1,587.45 0 0 0.039 5.00 -17.52 -1.03 0.00 -39.1 0.00 39.10 1,756.54 526.96 1,644.71 1,587.45 0 -0.01 0.035 10.00 -16.31 -1.00 0.00 -34.0 0.00 33.95 1,756.54 526.96 1,644.71 1,587.45 0.01 -0.01 0.031 15.00 -15.10 -0.96 0.00 -29.0 0.00 28.97 1,756.54 526.96 1,644.71 1,587.45 0.03 -0.02 0.027 20.00 -13.89 -0.92 0.00 -24.2 0.00 24.17 1,756.54 526.96 1,644.71 1,587.45 0.05 -0.02 0.023 25.00 -12.52 -0.85 0.00 -19.6 0.00 19.56 1,756.54 526.96 1,644.71 1,587.45 0.08 -0.03 0.019 30.00 -11.31 -0.81 0.00 -15.3 0.00 15.33 1,756.54 526.96 1,644.71 1,587.45 0.1 -0.03 0.016 30.00 -11.31 -0.81 0.00 -15.3 0.00 15.33 1,099.39 329.82 859.03 814.32 0.1 -0.03 0.029 35.00 -10.53 -0.79 0.00 -11.3 0.00 11.30 1,099.39 329.82 859.03 814.32 0.14 -0.03 0.023 36.00 -10.18 -0.76 0.00 -10.5 0.00 10.51 1,099.39 329.82 859.03 814.32 0.14 -0.03 0.022 40.00 -9.55 -0.74 0.00 -7.5 0.00 7.47 1,099.39 329.82 859.03 814.32 0.17 -0.03 0.018 42.00 -8.19 -0.55 0.00 -6.0 0.00 6.00 1,099.39 329.82 859.03 814.32 0.18 -0.04 0.015 43.00 -6.01 -0.32 0.00 -5.4 0.00 5.45 1,099.39 329.82 859.03 814.32 0.19 -0.04 0.012 45.00 -5.72 -0.30 0.00 -4.8 0.00 4.81 1,099.39 329.82 859.03 814.32 0.21 -0.04 0.011 45.00 -5.72 -0.30 0.00 -4.8 0.00 4.81 876.73 263.02 546.31 539.02 0.21 -0.04 0.015 50.00 -5.15 -0.27 0.00 -3.3 0.00 3.32 876.73 263.02 546.31 539.02 0.25 -0.04 0.012 55.00 -4.57 -0.23 0.00 -2.0 0.00 1.99 876.73 263.02 546.31 539.02 0.29 -0.04 0.009 60.00 -3.99 -0.20 0.00 -0.8 0.00 0.82 876.73 263.02 546.31 539.02 0.33 -0.04 0.006 64.00 -0.11 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 0.36 -0.04 0.000 65.00 0.00 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 0.37 -0.04 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 13 Iterations Gust Response Factor:1.10 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -16.58 -3.01 0.00 -132.6 0.00 132.56 1,756.54 526.96 1,644.71 1,587.45 0 0 0.093 5.00 -15.57 -2.95 0.00 -117.5 0.00 117.49 1,756.54 526.96 1,644.71 1,587.45 0.01 -0.02 0.083 10.00 -14.56 -2.89 0.00 -102.7 0.00 102.73 1,756.54 526.96 1,644.71 1,587.45 0.04 -0.04 0.073 15.00 -13.55 -2.83 0.00 -88.3 0.00 88.27 1,756.54 526.96 1,644.71 1,587.45 0.09 -0.05 0.063 20.00 -12.54 -2.76 0.00 -74.1 0.00 74.14 1,756.54 526.96 1,644.71 1,587.45 0.15 -0.07 0.054 25.00 -11.37 -2.56 0.00 -60.3 0.00 60.34 1,756.54 526.96 1,644.71 1,587.45 0.23 -0.08 0.045 30.00 -10.36 -2.49 0.00 -47.5 0.00 47.53 1,756.54 526.96 1,644.71 1,587.45 0.32 -0.09 0.036 30.00 -10.36 -2.49 0.00 -47.5 0.00 47.53 1,099.39 329.82 859.03 814.32 0.32 -0.09 0.068 35.00 -9.71 -2.45 0.00 -35.1 0.00 35.07 1,099.39 329.82 859.03 814.32 0.41 -0.09 0.052 36.00 -9.38 -2.39 0.00 -32.6 0.00 32.62 1,099.39 329.82 859.03 814.32 0.43 -0.1 0.049 40.00 -8.85 -2.35 0.00 -23.1 0.00 23.06 1,099.39 329.82 859.03 814.32 0.51 -0.1 0.036 42.00 -7.63 -1.70 0.00 -18.4 0.00 18.36 1,099.39 329.82 859.03 814.32 0.56 -0.11 0.030 43.00 -5.37 -0.90 0.00 -16.7 0.00 16.66 1,099.39 329.82 859.03 814.32 0.58 -0.11 0.025 45.00 -5.13 -0.86 0.00 -14.8 0.00 14.85 1,099.39 329.82 859.03 814.32 0.63 -0.11 0.023 45.00 -5.13 -0.86 0.00 -14.8 0.00 14.85 876.73 263.02 546.31 539.02 0.63 -0.11 0.033 50.00 -4.64 -0.81 0.00 -10.5 0.00 10.54 876.73 263.02 546.31 539.02 0.74 -0.12 0.025 55.00 -4.16 -0.75 0.00 -6.5 0.00 6.52 876.73 263.02 546.31 539.02 0.87 -0.12 0.017 60.00 -3.68 -0.69 0.00 -2.8 0.00 2.78 876.73 263.02 546.31 539.02 1 -0.12 0.009 64.00 -0.09 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 1.1 -0.13 0.000 65.00 0.00 0.00 0.00 0.0 0.00 0.00 876.73 263.02 546.31 539.02 1.13 -0.13 0.000 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS):1.742 Spectral Response Acceleration at 1.0 Second Period (S1):0.641 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.000 Site Coefficient Fa:1.200 Site Coefficient Fv:1.700 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):1.394 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.726 Seismic Response Coefficient (Cs):0.772 Upper Limit CS:0.772 Lower Limit CS:0.342 Period based on Rayleigh Method (sec):0.630 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.060 Total Unfactored Dead Load:16.580 k Seismic Base Shear (E):12.800 k 1.2D + 1.0Ev + 1.0Eh Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -23.02 -12.77 0.00 -610.97 0.00 610.97 1,756.54 526.96 1,645 1,587.45 0.00 0.00 0.40 5.00 -21.51 -12.67 0.00 -547.11 0.00 547.11 1,756.54 526.96 1,645 1,587.45 0.05 -0.09 0.36 10.00 -20.00 -12.45 0.00 -483.78 0.00 483.78 1,756.54 526.96 1,645 1,587.45 0.19 -0.18 0.32 15.00 -18.50 -12.12 0.00 -421.54 0.00 421.54 1,756.54 526.96 1,645 1,587.45 0.42 -0.25 0.28 20.00 -16.99 -11.68 0.00 -360.94 0.00 360.94 1,756.54 526.96 1,645 1,587.45 0.72 -0.31 0.24 25.00 -15.25 -11.04 0.00 -302.54 0.00 302.54 1,756.54 526.96 1,645 1,587.45 1.08 -0.37 0.20 30.00 -14.28 -10.61 0.00 -247.34 0.00 247.34 1,099.39 329.82 859 814.32 1.49 -0.41 0.32 30.00 -14.28 -10.61 0.00 -247.34 0.00 247.34 1,756.54 526.96 1,645 1,587.45 1.49 -0.41 0.16 35.00 -14.08 -10.52 0.00 -194.27 0.00 194.27 1,099.39 329.82 859 814.32 1.94 -0.45 0.25 36.00 -13.01 -9.97 0.00 -183.75 0.00 183.75 1,099.39 329.82 859 814.32 2.03 -0.46 0.24 40.00 -12.62 -9.75 0.00 -143.87 0.00 143.87 1,099.39 329.82 859 814.32 2.44 -0.51 0.19 42.00 -11.01 -8.79 0.00 -124.37 0.00 124.37 1,099.39 329.82 859 814.32 2.66 -0.53 0.16 43.00 -7.52 -6.64 0.00 -115.58 0.00 115.58 1,099.39 329.82 859 814.32 2.77 -0.54 0.15 45.00 -6.81 -6.16 0.00 -102.30 0.00 102.30 876.73 263.02 546 539.02 3.00 -0.56 0.20 45.00 -6.81 -6.16 0.00 -102.30 0.00 102.30 1,099.39 329.82 859 814.32 3.00 -0.56 0.13 50.00 -6.10 -5.63 0.00 -71.48 0.00 71.48 876.73 263.02 546 539.02 3.60 -0.59 0.14 55.00 -5.39 -5.04 0.00 -43.33 0.00 43.33 876.73 263.02 546 539.02 4.24 -0.63 0.09 60.00 -4.82 -4.53 0.00 -18.12 0.00 18.12 876.73 263.02 546 539.02 4.91 -0.65 0.04 64.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.46 -0.66 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.60 -0.66 0.00 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -9.67 -12.76 0.00 -608.06 0.00 608.06 1,756.54 526.96 1,645 1,587.45 0.00 0.00 0.39 5.00 -9.02 -12.64 0.00 -544.25 0.00 544.25 1,756.54 526.96 1,645 1,587.45 0.05 -0.09 0.35 10.00 -8.38 -12.40 0.00 -481.08 0.00 481.08 1,756.54 526.96 1,645 1,587.45 0.19 -0.18 0.31 15.00 -7.74 -12.07 0.00 -419.06 0.00 419.06 1,756.54 526.96 1,645 1,587.45 0.42 -0.25 0.27 20.00 -7.10 -11.62 0.00 -358.72 0.00 358.72 1,756.54 526.96 1,645 1,587.45 0.71 -0.31 0.23 25.00 -6.36 -10.98 0.00 -300.62 0.00 300.62 1,756.54 526.96 1,645 1,587.45 1.07 -0.37 0.19 30.00 -5.95 -10.55 0.00 -245.72 0.00 245.72 1,099.39 329.82 859 814.32 1.48 -0.41 0.31 30.00 -5.95 -10.55 0.00 -245.72 0.00 245.72 1,756.54 526.96 1,645 1,587.45 1.48 -0.41 0.16 35.00 -5.87 -10.46 0.00 -192.97 0.00 192.97 1,099.39 329.82 859 814.32 1.93 -0.44 0.24 36.00 -5.42 -9.90 0.00 -182.51 0.00 182.51 1,099.39 329.82 859 814.32 2.02 -0.46 0.23 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 40.00 -5.25 -9.68 0.00 -142.90 0.00 142.90 1,099.39 329.82 859 814.32 2.43 -0.51 0.18 42.00 -4.58 -8.73 0.00 -123.53 0.00 123.53 1,099.39 329.82 859 814.32 2.64 -0.53 0.16 43.00 -3.12 -6.60 0.00 -114.80 0.00 114.80 1,099.39 329.82 859 814.32 2.76 -0.54 0.14 45.00 -2.83 -6.12 0.00 -101.60 0.00 101.60 876.73 263.02 546 539.02 2.98 -0.55 0.19 45.00 -2.83 -6.12 0.00 -101.60 0.00 101.60 1,099.39 329.82 859 814.32 2.98 -0.55 0.13 50.00 -2.53 -5.59 0.00 -70.98 0.00 70.98 876.73 263.02 546 539.02 3.58 -0.58 0.14 55.00 -2.23 -5.01 0.00 -43.02 0.00 43.02 876.73 263.02 546 539.02 4.22 -0.63 0.08 60.00 -2.00 -4.50 0.00 -17.99 0.00 17.99 876.73 263.02 546 539.02 4.89 -0.65 0.04 64.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.43 -0.65 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 876.73 263.02 546 539.02 5.57 -0.65 0.00 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175_C4_08 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.0W 8.44 0.00 19.90 0.00 0.00 371.83 0.00 0.25 0.9D + 1.0W 8.44 0.00 14.92 0.00 0.00 371.20 0.00 0.24 1.2D + 1.0Di + 1.0Wi 1.07 0.00 18.73 0.00 0.00 44.43 0.00 0.04 1.2D + 1.0Ev + 1.0Eh 12.77 0.00 23.02 0.00 0.00 610.97 0.00 0.4 0.9D - 1.0Ev + 1.0Eh 12.76 0.00 9.67 0.00 0.00 608.06 0.00 0.39 1.0D + 1.0W 3.01 0.00 16.58 0.00 0.00 132.56 0.00 0.09 ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 610.97 23.02 12.77 PLATE PARAMETERS (ID# 24736) Width:50 in Shape:8 Thickness:2.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Rod Detail Type:c Clear Distance -in Base Weld Size:0.125 in Orientation Offset:22.5 ° Analysis Type:Plastic Neutral Axis:60 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25385]Radial 12 2.25 44 A615-75 75 100 -15 COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 36"ø x 0.5" (Round)55.7626 --8789.03 - Bolt Group Original (12) 2.25"ø 3.9761 3.2477 0.8393 8349.61 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 36"ø x 0.5" (Round)611.0 23.02 12.77 1.000 Bolt Group Original (12) 2.25"ø 611.0 -12.77 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:36.12 in Flat Width:0.315 in Neutral Axis:60 ° Point-to-Point Diameter:36.12 in Flat Radians:0.017 rad Bend Line Limits: 2.059 to 3.177 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 30.672 0.00 47.926 226.2 1552.8 14.6% Corners 30.672 0.00 47.926 226.2 1552.8 14.6% Circumferential 36.318 0.00 56.746 309.2 1838.6 16.8% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k)Interaction Result Original 12 2.25 49.7 1.6 243.6 21.6% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 UPPER FLANGE PLATE ANALYSIS @ 30 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 247.34 14.28 10.61 PLATE PARAMETERS (ID# 24737) Width:36 in Shape:Round Thickness:1.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.313 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:35 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25386]Radial 36 0.875 32.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2054.14 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)247.3 14.28 10.61 1.000 Bolt Group Original (36) 0.875"ø 247.3 -10.61 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 30 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.31 in Flat Width:0.265 in Neutral Axis:35 ° Point-to-Point Diameter:30.31 in Flat Radians:0.017 rad Bend Line Limits: 1.829 to 2.534 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 15.163 0.00 8.529 11.5 276.4 4.1% Corners 15.163 0.00 8.529 11.5 276.4 4.1% Circumferential 16.201 0.00 9.113 24.0 295.3 8.1% PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k)Interaction Result Original 36 0.875 9.0 0.5 41.6 23.3% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 LOWER FLANGE PLATE ANALYSIS @ 45 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 102.3 6.81 6.16 PLATE PARAMETERS (ID# 24738) Width:36 in Shape:Round Thickness:1.5 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Elastic Neutral Axis:335 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25387]Radial 36 0.875 32.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2054.14 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)102.3 6.81 6.16 1.000 Bolt Group Original (36) 0.875"ø 102.3 -6.16 1.000 LOWER FLANGE PLATE BEND LINE ANALYSIS @ 45 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:335 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 0.782 to 1.487 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 15.533 0.00 8.738 6.4 283.1 2.3% Corners 15.533 0.00 8.738 6.4 283.1 2.3% Circumferential 16.135 0.00 9.076 11.7 294.1 4.0% ELASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k) Compressive Result Interaction Result Original 36 0.875 4.5 0.0 41.6 0.109 10.9% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 UPPER FLANGE PLATE ANALYSIS @ 45 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 102.3 6.81 6.16 PLATE PARAMETERS (ID# 24739) Width:36 in Shape:Round Thickness:1.5 in Grade:A572-50 Yield Strength:50 ksi Tensile Strength:65 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Elastic Neutral Axis:145 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy(ksi) Fu(ksi) Spacing (in) Offset (°) Original [ID#25388]Radial 36 0.875 32.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 24"ø x 0.375" (Round)27.8322 --1943.10 - Bolt Group Original (36) 0.875"ø 0.6013 0.4617 0.0170 2054.14 9.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 24"ø x 0.375" (Round)102.3 6.81 6.16 1.000 Bolt Group Original (36) 0.875"ø 102.3 -6.16 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 45 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:24.12 in Flat Width:0.211 in Neutral Axis:145 ° Point-to-Point Diameter:24.12 in Flat Radians:0.017 rad Bend Line Limits: 3.686 to 4.517 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 23.807 0.00 13.392 83.9 602.6 13.9% Corners 23.807 0.00 13.392 83.9 602.6 13.9% Circumferential 24.020 0.00 13.511 122.5 608.0 20.1% ELASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive CapacityФPn (k) Compressive Result Interaction Result Original 36 0.875 4.5 0.0 41.6 0.109 10.9% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 PIER FOUNDATION ANALYSIS GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 610.97 23.02 12.77 FOUNDATION PARAMETERS Pier Diameter:D 5.00 ft Pier Embedment Depth:L-h 11.0 ft Pier Height above Grade:h 0.50 ft Concrete Compressive Strength:3,000 psi Vertical Rebar:(14) #9 bars [60 ksi] Tie Rebar: s #3 bars @ 6.0" c/c [60 ksi] Rebar Clear Cover:3.00 in SOIL PARAMETERS Water Table Depth [BGL]:GW 14 ft Layer Depth (ft)Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Net Bearing Top Bottom pcf psf °psf psf 0 2 115 0 0 0 0 2 12 115 150 38 900 5,350 SOIL STRENGTH ANALYSIS Volume of Concrete (ft3) Buoyant Weight of Concrete (k) Skin Friction Resistance (k) Inflection Point [BGL] (ft) 225.80 33.87 127.23 7.62 SOIL MOMENT ANALYSIS Total Lateral Resistance (k) Moment at Inflection Point, Mu (k-ft) Additional Resistance (k-ft) Nominal Moment Capacity, ФMn (k-ft) Soil Moment Usage, Mu / ФMn 459.40 714.61 0.00 729.90 97.9% SOIL COMPRESSION ANALYSIS Compressive Bearing Resistance (k) Compressive Force, Pu(k) Additional Resistance (k) Nominal Compressive Capacity, ФPn (k) Soil Compressive Usage, Pu / ФPn 105.05 32.09 0.00 174.21 18.4% ASSET:411662, Gravel Pits CA CODE:ANSI/TIA-222-H CUSTOMER:DISH WIRELESS L.L.C.PROJECT:14132175 REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 52.122 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu (k-ft) Nominal Moment Capacity, ФbMn (k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ФbMn 621.10 1,611.85 0.00 38.5% PIER REINFORCING COMPRESSION ANALYSIS Buoyant Weight of Concrete (k) Design Compression, Pu (k) Nominal Compressive Capacity, ФpPn (k) Pier Rebar Compressive Usage, Pu / ФpPn 33.87 32.09 4,167.41 0.8% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu(k) Nominal Shear Capacity, ФvVn (k) Pier Rebar Shear Usage, Vu / ФvVn 129.47 312.44 41.4%