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800530 SA 010623
162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 2 tnxTower Report - version 8.1.1.0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity - LC7 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 3 tnxTower Report - version 8.1.1.0 1) INTRODUCTION This tower is a 162 ft Monopole tower designed by Engineered Endeavors, Inc. The tower has been modified to accommodate additional loading. 2) ANALYSIS CRITERIA TIA-222 Revision:TIA-222-H Risk Category:II Wind Speed: 117 mph Exposure Category:C Topographic Factor:1 Ice Thickness:2 in Wind Speed with Ice:50 mph Service Wind Speed:60 mph Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 110.0 113.0 1 commscope MD-S3 1 EW90 110.0 1 rfs celwave SC3-W100A 1 tower mounts Pipe Mount [PM 601-1] 90.0 100.0 2 dbspectra DS7C12P36U-D w/ Mount Pipe 3 1 7/8 1/2 1 tx rx systems 432F-83W-01-C- 110/110R/48/48R 95.0 1 rfi antennas CC807-08 w/ Mount Pipe 90.0 1 tower mounts Side Arm Mount [SO 307-3] Table 2 - Other Considered Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 154.0 155.0 1 raycap RVZDC-6627-PF-48 14 1 1-5/8 1/2 3 samsung telecommunications RF4439D-25A 3 samsung telecommunications RF4440D-13A 154.0 1 gps GPS_A w/ Mount Pipe 6 rfs celwave FDGW5504/1C-3 1 tower mounts Platform Mount [LP 712-1] 153.0 6 commscope NHH-65C-R2B w/ Mount Pipe 152.0 3 samsung telecommunications MT6407-77A w/ Mount Pipe 3 samsung telecommunications TME-RT4401-48A w/ Mount Pipe 141.0 143.0 3 ericsson RRUS 11 - - 1 raycap DC6-48-60-18-8F 141.0 1 tower mounts Pipe Mount [PM 601-3] 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 4 tnxTower Report - version 8.1.1.0 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 139.0 142.0 1 andrew SBNHH-1D65A w/ Mount Pipe 12 2 1 1-5/8 3/4 3/8 2 cci antennas HPA-65R-BUU-H8 w/ Mount Pipe 3 ericsson RRUS 32 B2 3 kathrein 782 10253 6 kathrein 782-10250 6 kathrein 800 10122 w/ Mount Pipe 6 powerwave technologies LGP21401 1 raycap DC6-48-60-18-8F 139.0 1 tower mounts Platform Mount [LP 714-1] 131.0 132.0 3 andrew LNX-6515DS-A1M w/ Mount Pipe 7 1-5/8 3 ericsson ERICSSON AIR 21 B2A B4P w/ Mount Pipe 3 ericsson ERICSSON AIR 21 B4A B2P w/ Mount Pipe 3 ericsson RRUS 11 B12 131.0 1 tower mounts T-Arm Mount [TA 702-3] 121.0 121.0 3 fujitsu TA08025-B604 1 1-1/2 3 fujitsu TA08025-B605 3 jma wireless MX08FRO665-20 w/ Mount Pipe 1 raycap RDIDC-9181-PF-48 1 tower mounts Commscope MC-PK8-DSH 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 834886 CCISITES 4-POST-MODIFICATION INSPECTION 5453329 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 834883 CCISITES 4-TOWER MANUFACTURER DRAWINGS 834878 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 5303676 CCISITES 3.1) Analysis Method tnxTower (version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the reinforcing elements. These calculations are presented in Appendix C. 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 5 tnxTower Report - version 8.1.1.0 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element % Capacity Pass / Fail L1 162 - 157 Pole TP14.3x13x0.1875 Pole 0.3%Pass L2 157 - 152 Pole TP15.601x14.3x0.1875 Pole 6.3%Pass L3 152 - 147 Pole TP16.901x15.601x0.1875 Pole 17.5%Pass L4 147 - 142 Pole TP18.201x16.901x0.1875 Pole 26.1%Pass L5 142 - 137 Pole TP19.501x18.201x0.1875 Pole 39.6%Pass L6 137 - 132 Pole TP20.802x19.501x0.1875 Pole 51.7%Pass L7 132 - 126.9 Pole + Reinf.TP22.128x20.802x0.4125 Reinf. 1 Tension Rupture 49.2%Pass L8 126.9 - 126.67 Pole + Reinf.TP22.188x22.128x0.4125 Reinf. 1 Tension Rupture 49.6%Pass L9 126.67 - 121.67 Pole + Reinf.TP23.488x22.188x0.4 Reinf. 1 Tension Rupture 58.1%Pass L10 121.67 - 116.88 Pole + Reinf.TP25.71x23.488x0.3875 Reinf. 1 Tension Rupture 67.5%Pass L11 116.88 - 112.13 Pole TP25.577x24.36x0.3125 Pole 53.8%Pass L12 112.13 - 107.13 Pole TP26.857x25.577x0.3125 Pole 58.3%Pass L13 107.13 - 102.13 Pole TP28.138x26.857x0.3125 Pole 61.9%Pass L14 102.13 - 97.13 Pole TP29.419x28.138x0.3125 Pole 64.9%Pass L15 97.13 - 92.13 Pole TP30.7x29.419x0.3125 Pole 67.6%Pass L16 92.13 - 89.29 Pole TP32.6x30.7x0.3125 Pole 69.8%Pass L17 89.29 - 84.29 Pole TP32.085x30.801x0.375 Pole 61.8%Pass L18 84.29 - 79.29 Pole TP33.37x32.085x0.375 Pole 63.1%Pass L19 79.29 - 74.29 Pole TP34.655x33.37x0.375 Pole 64.0%Pass L20 74.29 - 69.29 Pole TP35.939x34.655x0.375 Pole 64.8%Pass L21 69.29 - 64.29 Pole TP37.224x35.939x0.375 Pole 65.9%Pass L22 64.29 - 59.29 Pole TP38.508x37.224x0.375 Pole 66.9%Pass L23 59.29 - 54.29 Pole TP39.793x38.508x0.375 Pole 67.8%Pass L24 54.29 - 49.29 Pole TP41.077x39.793x0.375 Pole 68.6%Pass L25 49.29 - 47.96 Pole TP42.94x41.077x0.375 Pole 68.8%Pass L26 47.96 - 41.04 Pole TP42.448x40.67x0.375 Pole 71.9%Pass L27 41.04 - 36.04 Pole TP43.734x42.448x0.375 Pole 72.5%Pass L28 36.04 - 31.04 Pole TP45.019x43.734x0.375 Pole 73.0%Pass L29 31.04 - 26.04 Pole TP46.305x45.019x0.375 Pole 73.5%Pass L30 26.04 - 21.04 Pole TP47.59x46.305x0.375 Pole 73.9%Pass L31 21.04 - 16.04 Pole TP48.876x47.59x0.375 Pole 74.3%Pass L32 16.04 - 11.04 Pole TP50.161x48.876x0.375 Pole 74.7%Pass L33 11.04 - 6.04 Pole TP51.447x50.161x0.375 Pole 75.1%Pass L34 6.04 - 1.04 Pole TP52.732x51.447x0.375 Pole 75.4%Pass 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 6 tnxTower Report - version 8.1.1.0 Section No. Elevation (ft) Component Type Size Critical Element % Capacity Pass / Fail L35 1.04 - 0 Pole TP53x52.732x0.375 Pole 75.5%Pass Summary Pole 75.5%Pass Reinforcement 67.5% Pass Overall 75.5%Pass Table 5 - Tower Component Stresses vs. Capacity - LC7 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 64.7 Pass 1 Base Plate 0 79.4 Pass 1 Base Foundation (Structure)0 72.7 Pass 1 Base Foundation (Soil Interaction)0 71.7 Pass Structure Rating (max from all components) = 79.4% Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. The results of the tilt and twist values for a 60 mph 3-second gust service wind speed per the TIA- 222-H Standard are given below: Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 110.00 SC3-W100A 39 16.651 1.595 0.004 3288 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 7 tnxTower Report - version 8.1.1.0 APPENDIX A TNXTOWER OUTPUT The Foundation for a Wireless World Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 Phone: (724) 416-2000 FAX: Job: BU 800530 Project: Client: Crown Castle Drawn by: Matthew Schmitt App'd: Code: TIA-222-H Date: 12/06/22 Scale: NTS Path: C:\Work Area\800530\WO 2186165 - SA\Prod\800530.eri Dwg No. E-1 162.0 ft 157.0 ft 152.0 ft 147.0 ft 142.0 ft 137.0 ft 132.0 ft 126.9 ft 121.7 ft 113.1 ft 107.1 ft 102.1 ft 97.1 ft 92.1 ft 84.7 ft 79.3 ft 74.3 ft 69.3 ft 64.3 ft 59.3 ft 54.3 ft 49.3 ft 42.0 ft 36.0 ft 31.0 ft 26.0 ft 21.0 ft 16.0 ft 11.0 ft 6.0 ft 1.0 ft REACTIONS - 117 mph WIND TORQUE 3 kip-ft 30 K SHEAR 3481 kip-ft MOMENT 46 K AXIAL 50 mph WIND - 2.000 in ICE TORQUE 2 kip-ft 10 K SHEAR 1447 kip-ft MOMENT 113 K AXIAL ARE FACTORED ALL REACTIONS Section1234567891011121314151617181920212223242526272829303132333435 Length (ft)5.005.005.005.005.005.005.100.235.008.554.755.005.005.005.007.425.005.005.005.005.005.005.005.007.256.925.005.005.005.005.005.005.005.001.04 Number of Sides1818181818181818181818181818181818181818181818181818181818181818181818 Thickness (in)0.1880.1880.1880.1880.1880.1880.4120.4120.4000.3880.3130.3130.3130.3130.3130.3130.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.3750.375 Socket Length (ft)3.754.585.92 Top Dia (in)13.00014.30015.60116.90118.20119.50120.80222.12822.18823.48824.36025.57726.85728.13829.41930.70030.80132.08533.37034.65535.93937.22438.50839.79341.07740.67042.44843.73445.01946.30547.59048.87650.16151.44752.732 Bot Dia (in)14.30015.60116.90118.20119.50120.80222.12822.18823.48825.71025.57726.85728.13829.41930.70032.60032.08533.37034.65535.93937.22438.50839.79341.07742.94042.44843.73445.01946.30547.59048.87650.16151.44752.73253.000 GradeA572-65 Weight (K)0.10.10.20.20.20.20.40.00.50.80.40.40.50.50.50.80.60.70.70.70.70.80.80.81.21.20.90.90.90.91.01.01.01.00.221.8MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Hampshire County, Massachusetts. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 117 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 2.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING: 75.5% 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 8 tnxTower Report - version 8.1.1.0 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Hampshire County, Massachusetts. Tower base elevation above sea level: 118.00 ft. Basic wind speed of 117 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 2.000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Diagonals √Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable √Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √Bypass Mast Stability Checks √Consider Feed Line Torque Always Use Max Kz √Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile √Project Wind Area of Appurt.Use TIA-222-H Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles Secondary Horizontal Braces Leg √Sort Capacity Reports By Component √ Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 9 tnxTower Report - version 8.1.1.0 Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 162.00-157.00 5.00 0.000 18 13.000 14.300 0.188 0.750 A572-65 (65 ksi) L2 157.00-152.00 5.00 0.000 18 14.300 15.601 0.188 0.750 A572-65 (65 ksi) L3 152.00-147.00 5.00 0.000 18 15.601 16.901 0.188 0.750 A572-65 (65 ksi) L4 147.00-142.00 5.00 0.000 18 16.901 18.201 0.188 0.750 A572-65 (65 ksi) L5 142.00-137.00 5.00 0.000 18 18.201 19.501 0.188 0.750 A572-65 (65 ksi) L6 137.00-132.00 5.00 0.000 18 19.501 20.802 0.188 0.750 A572-65 (65 ksi) L7 132.00-126.90 5.10 0.000 18 20.802 22.128 0.412 1.650 A572-65 (65 ksi) L8 126.90-126.67 0.23 0.000 18 22.128 22.188 0.412 1.650 A572-65 (65 ksi) L9 126.67-121.67 5.00 0.000 18 22.188 23.488 0.400 1.600 A572-65 (65 ksi) L10 121.67-113.13 8.55 3.750 18 23.488 25.710 0.388 1.550 A572-65 (65 ksi) L11 113.13-112.13 4.75 0.000 18 24.360 25.577 0.313 1.250 A572-65 (65 ksi) L12 112.13-107.13 5.00 0.000 18 25.577 26.857 0.313 1.250 A572-65 (65 ksi) L13 107.13-102.13 5.00 0.000 18 26.857 28.138 0.313 1.250 A572-65 (65 ksi) L14 102.13-97.13 5.00 0.000 18 28.138 29.419 0.313 1.250 A572-65 (65 ksi) L15 97.13-92.13 5.00 0.000 18 29.419 30.700 0.313 1.250 A572-65 (65 ksi) L16 92.13-84.71 7.42 4.583 18 30.700 32.600 0.313 1.250 A572-65 (65 ksi) L17 84.71-84.29 5.00 0.000 18 30.801 32.085 0.375 1.500 A572-65 (65 ksi) L18 84.29-79.29 5.00 0.000 18 32.085 33.370 0.375 1.500 A572-65 (65 ksi) L19 79.29-74.29 5.00 0.000 18 33.370 34.655 0.375 1.500 A572-65 (65 ksi) L20 74.29-69.29 5.00 0.000 18 34.655 35.939 0.375 1.500 A572-65 (65 ksi) L21 69.29-64.29 5.00 0.000 18 35.939 37.224 0.375 1.500 A572-65 (65 ksi) L22 64.29-59.29 5.00 0.000 18 37.224 38.508 0.375 1.500 A572-65 (65 ksi) L23 59.29-54.29 5.00 0.000 18 38.508 39.793 0.375 1.500 A572-65 (65 ksi) L24 54.29-49.29 5.00 0.000 18 39.793 41.077 0.375 1.500 A572-65 (65 ksi) L25 49.29-42.04 7.25 5.917 18 41.077 42.940 0.375 1.500 A572-65 (65 ksi) L26 42.04-41.04 6.92 0.000 18 40.670 42.448 0.375 1.500 A572-65 (65 ksi) L27 41.04-36.04 5.00 0.000 18 42.448 43.734 0.375 1.500 A572-65 (65 ksi) L28 36.04-31.04 5.00 0.000 18 43.734 45.019 0.375 1.500 A572-65 (65 ksi) L29 31.04-26.04 5.00 0.000 18 45.019 46.305 0.375 1.500 A572-65 (65 ksi) L30 26.04-21.04 5.00 0.000 18 46.305 47.590 0.375 1.500 A572-65 (65 ksi) L31 21.04-16.04 5.00 0.000 18 47.590 48.876 0.375 1.500 A572-65 (65 ksi) L32 16.04-11.04 5.00 0.000 18 48.876 50.161 0.375 1.500 A572-65 (65 ksi) L33 11.04-6.04 5.00 0.000 18 50.161 51.447 0.375 1.500 A572-65 (65 ksi) L34 6.04-1.04 5.00 0.000 18 51.447 52.732 0.375 1.500 A572-65 (65 ksi) L35 1.04-0.00 1.04 18 52.732 53.000 0.375 1.500 A572-65 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 10 tnxTower Report - version 8.1.1.0 Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L1 13.172 7.625 158.142 4.548 6.604 23.946 316.492 3.813 1.958 10.443 14.492 8.399 211.340 5.010 7.265 29.092 422.958 4.200 2.187 11.663 L2 14.492 8.399 211.340 5.010 7.265 29.092 422.958 4.200 2.187 11.663 15.812 9.173 275.301 5.472 7.925 34.738 550.965 4.587 2.416 12.884 L3 15.812 9.173 275.301 5.472 7.925 34.738 550.965 4.587 2.416 12.884 17.133 9.946 351.018 5.933 8.586 40.885 702.498 4.974 2.645 14.104 L4 17.133 9.946 351.018 5.933 8.586 40.885 702.498 4.974 2.645 14.104 18.453 10.720 439.483 6.395 9.246 47.532 879.543 5.361 2.873 15.325 L5 18.453 10.720 439.483 6.395 9.246 47.532 879.543 5.361 2.873 15.325 19.773 11.494 541.686 6.856 9.907 54.679 1084.084 5.748 3.102 16.545 L6 19.773 11.494 541.686 6.856 9.907 54.679 1084.084 5.748 3.102 16.545 21.094 12.268 658.620 7.318 10.567 62.327 1318.106 6.135 3.331 17.766 L7 21.059 26.695 1402.033 7.238 10.567 132.678 2805.911 13.350 2.935 7.115 22.406 28.431 1693.813 7.709 11.241 150.683 3389.855 14.218 3.168 7.681 L8 22.406 28.431 1693.813 7.709 11.241 150.683 3389.855 14.218 3.168 7.681 22.466 28.510 1707.848 7.730 11.271 151.522 3417.943 14.258 3.179 7.707 L9 22.468 27.662 1658.949 7.735 11.271 147.183 3320.080 13.833 3.201 8.003 23.788 29.312 1974.038 8.196 11.932 165.443 3950.674 14.659 3.430 8.575 L10 23.790 28.412 1915.457 8.201 11.932 160.533 3833.435 14.209 3.452 8.908 26.047 31.145 2523.108 8.989 13.061 193.183 5049.536 15.575 3.843 9.917 L11 25.663 23.852 1742.584 8.537 12.375 140.817 3487.461 11.928 3.737 11.959 25.923 25.059 2020.725 8.969 12.993 155.525 4044.108 12.532 3.951 12.645 L12 25.923 25.059 2020.725 8.969 12.993 155.525 4044.108 12.532 3.951 12.645 27.224 26.329 2343.914 9.423 13.644 171.796 4690.913 13.167 4.177 13.366 L13 27.224 26.329 2343.914 9.423 13.644 171.796 4690.913 13.167 4.177 13.366 28.524 27.600 2699.848 9.878 14.294 188.876 5403.249 13.803 4.402 14.088 L14 28.524 27.600 2699.848 9.878 14.294 188.876 5403.249 13.803 4.402 14.088 29.825 28.870 3090.105 10.333 14.945 206.766 6184.277 14.438 4.628 14.809 L15 29.825 28.870 3090.105 10.333 14.945 206.766 6184.277 14.438 4.628 14.809 31.125 30.141 3516.267 10.788 15.596 225.465 7037.161 15.073 4.853 15.53 L16 31.125 30.141 3516.267 10.788 15.596 225.465 7037.161 15.073 4.853 15.53 33.055 32.025 4217.913 11.462 16.561 254.693 8441.377 16.016 5.188 16.6 L17 32.414 36.214 4235.504 10.801 15.647 270.694 8476.581 18.111 4.761 12.696 32.523 37.743 4794.933 11.257 16.299 294.178 9596.175 18.875 4.987 13.299 L18 32.523 37.743 4794.933 11.257 16.299 294.178 9596.175 18.875 4.987 13.299 33.827 39.272 5401.573 11.713 16.952 318.640 10810.253 19.640 5.213 13.902 L19 33.827 39.272 5401.573 11.713 16.952 318.640 10810.253 19.640 5.213 13.902 35.131 40.801 6057.336 12.169 17.605 344.078 12122.643 20.405 5.439 14.505 L20 35.131 40.801 6057.336 12.169 17.605 344.078 12122.643 20.405 5.439 14.505 36.436 42.330 6764.135 12.625 18.257 370.494 13537.171 21.169 5.665 15.107 L21 36.436 42.330 6764.135 12.625 18.257 370.494 13537.171 21.169 5.665 15.107 37.740 43.859 7523.882 13.081 18.910 397.886 15057.664 21.934 5.891 15.71 L22 37.740 43.859 7523.882 13.081 18.910 397.886 15057.664 21.934 5.891 15.71 39.044 45.388 8338.489 13.537 19.562 426.255 16687.951 22.698 6.117 16.313 L23 39.044 45.388 8338.489 13.537 19.562 426.255 16687.951 22.698 6.117 16.313 40.349 46.917 9209.870 13.993 20.215 455.601 18431.858 23.463 6.344 16.916 L24 40.349 46.917 9209.870 13.993 20.215 455.601 18431.858 23.463 6.344 16.916 41.653 48.446 10139.935 14.449 20.867 485.924 20293.213 24.228 6.570 17.519 L25 41.653 48.446 10139.935 14.449 20.867 485.924 20293.213 24.228 6.570 17.519 43.545 50.663 11596.677 15.111 21.814 531.628 23208.613 25.336 6.897 18.393 L26 42.784 47.961 9838.457 14.305 20.660 476.200 19689.859 23.985 6.498 17.328 43.045 50.078 11199.341 14.936 21.564 519.361 22413.418 25.044 6.811 18.162 L27 43.045 50.078 11199.341 14.936 21.564 519.361 22413.418 25.044 6.811 18.162 44.351 51.608 12257.573 15.392 22.217 551.727 24531.275 25.809 7.037 18.766 L28 44.351 51.608 12257.573 15.392 22.217 551.727 24531.275 25.809 7.037 18.766 45.656 53.138 13380.453 15.849 22.870 585.072 26778.512 26.574 7.263 19.369 L29 45.656 53.138 13380.453 15.849 22.870 585.072 26778.512 26.574 7.263 19.369 46.961 54.668 14569.896 16.305 23.523 619.395 29158.963 27.339 7.490 19.972 L30 46.961 54.668 14569.896 16.305 23.523 619.395 29158.963 27.339 7.490 19.972 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 11 tnxTower Report - version 8.1.1.0 Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t 48.267 56.198 15827.818 16.761 24.176 654.696 31676.463 28.104 7.716 20.576 L31 48.267 56.198 15827.818 16.761 24.176 654.696 31676.463 28.104 7.716 20.576 49.572 57.728 17156.138 17.218 24.829 690.976 34334.850 28.869 7.942 21.179 L32 49.572 57.728 17156.138 17.218 24.829 690.976 34334.850 28.869 7.942 21.179 50.877 59.258 18556.769 17.674 25.482 728.234 37137.956 29.635 8.168 21.782 L33 50.877 59.258 18556.769 17.674 25.482 728.234 37137.956 29.635 8.168 21.782 52.182 60.788 20031.632 18.130 26.135 766.470 40089.622 30.400 8.395 22.386 L34 52.182 60.788 20031.632 18.130 26.135 766.470 40089.622 30.400 8.395 22.386 53.488 62.318 21582.641 18.587 26.788 805.685 43193.680 31.165 8.621 22.989 L35 53.488 62.318 21582.641 18.587 26.788 805.685 43193.680 31.165 8.621 22.989 53.760 62.637 21915.529 18.682 26.924 813.977 43859.896 31.324 8.668 23.115 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 162.00- 157.00 1 1 1 L2 157.00- 152.00 1 1 1 L3 152.00- 147.00 1 1 1 L4 147.00- 142.00 1 1 1 L5 142.00- 137.00 1 1 1 L6 137.00- 132.00 1 1 1 L7 132.00- 126.90 1 1 0.934101 L8 126.90- 126.67 1 1 0.932784 L9 126.67- 121.67 1 1 0.933638 L10 121.67- 113.13 1 1 0.938683 L11 113.13- 112.13 1 1 1 L12 112.13- 107.13 1 1 1 L13 107.13- 102.13 1 1 1 L14 102.13- 97.13 1 1 1 L15 97.13- 92.13 1 1 1 L16 92.13- 84.71 1 1 1 L17 84.71- 84.29 1 1 1 L18 84.29- 79.29 1 1 1 L19 79.29- 74.29 1 1 1 L20 74.29- 69.29 1 1 1 L21 69.29- 64.29 1 1 1 L22 64.29- 59.29 1 1 1 L23 59.29- 54.29 1 1 1 L24 54.29- 49.29 1 1 1 L25 49.29- 42.04 1 1 1 L26 42.04- 41.04 1 1 1 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 12 tnxTower Report - version 8.1.1.0 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L27 41.04- 36.04 1 1 1 L28 36.04- 31.04 1 1 1 L29 31.04- 26.04 1 1 1 L30 26.04- 21.04 1 1 1 L31 21.04- 16.04 1 1 1 L32 16.04- 11.04 1 1 1 L33 11.04- 6.04 1 1 1 L34 6.04-1.04 1 1 1 L35 1.04-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude From Torque Calculation Componen t Type Placement ft Total Number Number Per Row Start/En d Position Width or Diamete r in Perimete r in Weight plf * CU12PSM9P6XXX(1- 1/2) B No Surface Ar (CaAa) 121.00 - 0.00 1 1 -0.200 -0.200 1.600 2.350 *** (Area) CCI-65FP- 045100 (H) A No Surface Af (CaAa) 128.92 - 113.92 1 1 -0.250 -0.250 4.500 11.000 0.000 (Area) CCI-65FP- 045100 (H) B No Surface Af (CaAa) 128.92 - 113.92 1 1 -0.250 -0.250 4.500 11.000 0.000 (Area) CCI-65FP- 045100 (H) C No Surface Af (CaAa) 128.92 - 113.92 1 1 -0.250 -0.250 4.500 11.000 0.000 *** EW90(ELLIPTICAL) B No Surface Ar (CaAa) 110.00 - 0.00 1 1 -0.350 -0.350 1.280 0.320 * EC4-50(1/2)B No Surface Ar (CaAa) 90.00 - 0.00 1 1 -0.500 -0.500 0.630 0.160 EC5-50(7/8)B No Surface Ar (CaAa) 90.00 - 0.00 3 3 -0.480 -0.380 1.102 0.360 *** Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Componen t Type Placement ft Total Number CAAA ft2/ft Weight plf * HJ7-50A(1-5/8) A No No Inside Pole 154.00 - 0.00 13 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.00 0.00 0.00 0.00 1.040 1.040 1.040 1.040 LDF4-50A(1/2) A No No Inside Pole 154.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.00 0.00 0.00 0.00 0.150 0.150 0.150 0.150 HB158-U12S24- XXX-LI(1-5/8) A No No Inside Pole 154.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 3.200 3.200 3.200 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 13 tnxTower Report - version 8.1.1.0 Description Face or Leg Allow Shield Exclude From Torque Calculation Componen t Type Placement ft Total Number CAAA ft2/ft Weight plf 2'' Ice 0.00 3.200 * LDF7-50A(1-5/8) C No No Inside Pole 139.00 - 0.00 12 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.00 0.00 0.00 0.00 0.820 0.820 0.820 0.820 FB-L98B-002- 75000(3/8) C No No Inside Pole 139.00 - 0.00 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.00 0.00 0.00 0.00 0.059 0.059 0.059 0.059 WR-VG86ST- BRD(3/4) C No No Inside Pole 139.00 - 0.00 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.00 0.00 0.00 0.00 0.584 0.584 0.584 0.584 * CR 50 1873(1-5/8) B No No Inside Pole 131.00 - 0.00 7 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.00 0.00 0.00 0.00 0.830 0.830 0.830 0.830 *** Feed Line/Linear Appurtenances Section Areas Tower Sectio n Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 162.00-157.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 L2 157.00-152.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.03 0.00 0.00 L3 152.00-147.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.00 L4 147.00-142.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.00 L5 142.00-137.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.02 L6 137.00-132.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.06 L7 132.00-126.90 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.513 1.513 1.513 0.000 0.000 0.000 0.09 0.02 0.06 L8 126.90-126.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.172 0.172 0.172 0.000 0.000 0.000 0.00 0.00 0.00 L9 126.67-121.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 3.750 3.750 3.750 0.000 0.000 0.000 0.08 0.03 0.06 L10 121.67-113.13 A B C 0.000 0.000 0.000 0.000 0.000 0.000 5.815 7.075 5.815 0.000 0.000 0.000 0.14 0.07 0.09 L11 113.13-112.13 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.160 0.000 0.000 0.000 0.000 0.02 0.01 0.01 L12 112.13-107.13 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.168 0.000 0.000 0.000 0.000 0.08 0.04 0.06 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 14 tnxTower Report - version 8.1.1.0 Tower Sectio n Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L13 107.13-102.13 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.440 0.000 0.000 0.000 0.000 0.08 0.04 0.06 L14 102.13-97.13 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.440 0.000 0.000 0.000 0.000 0.08 0.04 0.06 L15 97.13-92.13 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.440 0.000 0.000 0.000 0.000 0.08 0.04 0.06 L16 92.13-84.71 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.219 0.000 0.000 0.000 0.000 0.13 0.07 0.08 L17 84.71-84.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.284 0.000 0.000 0.000 0.000 0.01 0.00 0.00 L18 84.29-79.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L19 79.29-74.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L20 74.29-69.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L21 69.29-64.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L22 64.29-59.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L23 59.29-54.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L24 54.29-49.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L25 49.29-42.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.942 0.000 0.000 0.000 0.000 0.12 0.07 0.08 L26 42.04-41.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.682 0.000 0.000 0.000 0.000 0.02 0.01 0.01 L27 41.04-36.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L28 36.04-31.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L29 31.04-26.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L30 26.04-21.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L31 21.04-16.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L32 16.04-11.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L33 11.04-6.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L34 6.04-1.04 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.408 0.000 0.000 0.000 0.000 0.08 0.05 0.06 L35 1.04-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.710 0.000 0.000 0.000 0.000 0.02 0.01 0.01 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 15 tnxTower Report - version 8.1.1.0 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Sectio n Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 162.00-157.00 A B C 1.990 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 L2 157.00-152.00 A B C 1.984 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.03 0.00 0.00 L3 152.00-147.00 A B C 1.977 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.00 L4 147.00-142.00 A B C 1.970 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.00 L5 142.00-137.00 A B C 1.964 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.02 L6 137.00-132.00 A B C 1.956 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.08 0.00 0.06 L7 132.00-126.90 A B C 1.949 0.000 0.000 0.000 0.000 0.000 0.000 2.249 2.249 2.249 0.000 0.000 0.000 0.11 0.05 0.08 L8 126.90-126.67 A B C 1.945 0.000 0.000 0.000 0.000 0.000 0.000 0.256 0.256 0.256 0.000 0.000 0.000 0.01 0.00 0.01 L9 126.67-121.67 A B C 1.941 0.000 0.000 0.000 0.000 0.000 0.000 5.571 5.571 5.571 0.000 0.000 0.000 0.15 0.10 0.12 L10 121.67-113.13 A B C 1.930 0.000 0.000 0.000 0.000 0.000 0.000 8.625 12.925 8.625 0.000 0.000 0.000 0.25 0.24 0.20 L11 113.13-112.13 A B C 1.922 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.000 0.02 0.02 0.01 L12 112.13-107.13 A B C 1.917 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.187 0.000 0.000 0.000 0.000 0.08 0.10 0.06 L13 107.13-102.13 A B C 1.908 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.256 0.000 0.000 0.000 0.000 0.08 0.12 0.06 L14 102.13-97.13 A B C 1.899 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.237 0.000 0.000 0.000 0.000 0.08 0.12 0.06 L15 97.13-92.13 A B C 1.889 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.218 0.000 0.000 0.000 0.000 0.08 0.12 0.06 L16 92.13-84.71 A B C 1.876 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.689 0.000 0.000 0.000 0.000 0.13 0.27 0.08 L17 84.71-84.29 A B C 1.868 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.983 0.000 0.000 0.000 0.000 0.01 0.02 0.00 L18 84.29-79.29 A B C 1.861 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.733 0.000 0.000 0.000 0.000 0.08 0.20 0.06 L19 79.29-74.29 A B C 1.850 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.683 0.000 0.000 0.000 0.000 0.08 0.20 0.06 L20 74.29-69.29 A B C 1.837 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.630 0.000 0.000 0.000 0.000 0.08 0.20 0.06 L21 69.29-64.29 A B C 1.824 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.574 0.000 0.000 0.000 0.000 0.08 0.20 0.06 L22 64.29-59.29 A 1.810 0.000 0.000 0.000 0.000 0.08 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 16 tnxTower Report - version 8.1.1.0 Tower Sectio n Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K B C 0.000 0.000 0.000 0.000 11.514 0.000 0.000 0.000 0.20 0.06 L23 59.29-54.29 A B C 1.795 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.449 0.000 0.000 0.000 0.000 0.08 0.19 0.06 L24 54.29-49.29 A B C 1.778 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.379 0.000 0.000 0.000 0.000 0.08 0.19 0.06 L25 49.29-42.04 A B C 1.756 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.362 0.000 0.000 0.000 0.000 0.12 0.27 0.08 L26 42.04-41.04 A B C 1.740 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.257 0.000 0.000 0.000 0.000 0.02 0.04 0.01 L27 41.04-36.04 A B C 1.727 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.159 0.000 0.000 0.000 0.000 0.08 0.19 0.06 L28 36.04-31.04 A B C 1.703 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.058 0.000 0.000 0.000 0.000 0.08 0.18 0.06 L29 31.04-26.04 A B C 1.675 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.942 0.000 0.000 0.000 0.000 0.08 0.18 0.06 L30 26.04-21.04 A B C 1.643 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.806 0.000 0.000 0.000 0.000 0.08 0.18 0.06 L31 21.04-16.04 A B C 1.605 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.641 0.000 0.000 0.000 0.000 0.08 0.17 0.06 L32 16.04-11.04 A B C 1.555 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.430 0.000 0.000 0.000 0.000 0.08 0.17 0.06 L33 11.04-6.04 A B C 1.485 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.132 0.000 0.000 0.000 0.000 0.08 0.16 0.06 L34 6.04-1.04 A B C 1.360 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.599 0.000 0.000 0.000 0.000 0.08 0.14 0.06 L35 1.04-0.00 A B C 1.123 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.790 0.000 0.000 0.000 0.000 0.02 0.03 0.01 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 162.00-157.00 0.000 0.000 0.000 0.000 L2 157.00-152.00 0.000 0.000 0.000 0.000 L3 152.00-147.00 0.000 0.000 0.000 0.000 L4 147.00-142.00 0.000 0.000 0.000 0.000 L5 142.00-137.00 0.000 0.000 0.000 0.000 L6 137.00-132.00 0.000 0.000 0.000 0.000 L7 132.00-126.90 0.000 0.000 0.000 0.000 L8 126.90-126.67 0.000 0.000 0.000 0.000 L9 126.67-121.67 0.000 0.000 0.000 0.000 L10 121.67-113.13 0.307 -0.423 0.606 -0.835 L11 113.13-112.13 0.736 -1.012 1.237 -1.702 L12 112.13-107.13 0.878 -1.498 1.471 -2.578 L13 107.13-102.13 0.977 -1.832 1.634 -3.163 L14 102.13-97.13 0.981 -1.840 1.652 -3.197 L15 97.13-92.13 0.984 -1.847 1.668 -3.228 L16 92.13-84.71 1.104 -3.467 1.552 -5.077 L17 84.71-84.29 1.144 -4.009 1.521 -5.598 L18 84.29-79.29 1.150 -4.028 1.532 -5.640 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 17 tnxTower Report - version 8.1.1.0 Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L19 79.29-74.29 1.159 -4.061 1.556 -5.729 L20 74.29-69.29 1.168 -4.093 1.578 -5.814 L21 69.29-64.29 1.176 -4.122 1.599 -5.892 L22 64.29-59.29 1.184 -4.150 1.619 -5.966 L23 59.29-54.29 1.191 -4.177 1.637 -6.034 L24 54.29-49.29 1.198 -4.202 1.653 -6.096 L25 49.29-42.04 1.206 -4.232 1.671 -6.164 L26 42.04-41.04 1.208 -4.237 1.677 -6.185 L27 41.04-36.04 1.211 -4.251 1.678 -6.189 L28 36.04-31.04 1.218 -4.273 1.688 -6.228 L29 31.04-26.04 1.223 -4.293 1.696 -6.259 L30 26.04-21.04 1.229 -4.313 1.701 -6.279 L31 21.04-16.04 1.234 -4.332 1.702 -6.284 L32 16.04-11.04 1.239 -4.351 1.697 -6.268 L33 11.04-6.04 1.244 -4.368 1.682 -6.213 L34 6.04-1.04 1.249 -4.385 1.639 -6.057 L35 1.04-0.00 1.251 -4.395 1.533 -5.666 Note: For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L7 16 (Area) CCI-65FP-045100 (H) 126.90 - 128.92 1.0000 1.0000 L7 17 (Area) CCI-65FP-045100 (H) 126.90 - 128.92 1.0000 1.0000 L7 18 (Area) CCI-65FP-045100 (H) 126.90 - 128.92 1.0000 1.0000 L8 16 (Area) CCI-65FP-045100 (H) 126.67 - 126.90 1.0000 1.0000 L8 17 (Area) CCI-65FP-045100 (H) 126.67 - 126.90 1.0000 1.0000 L8 18 (Area) CCI-65FP-045100 (H) 126.67 - 126.90 1.0000 1.0000 L9 16 (Area) CCI-65FP-045100 (H) 121.67 - 126.67 1.0000 1.0000 L9 17 (Area) CCI-65FP-045100 (H) 121.67 - 126.67 1.0000 1.0000 L9 18 (Area) CCI-65FP-045100 (H) 121.67 - 126.67 1.0000 1.0000 L10 14 CU12PSM9P6XXX(1-1/2) 113.13 - 121.00 1.0000 1.0000 L10 16 (Area) CCI-65FP-045100 (H) 113.92 - 121.67 1.0000 1.0000 L10 17 (Area) CCI-65FP-045100 (H) 113.92 - 121.67 1.0000 1.0000 L10 18 (Area) CCI-65FP-045100 (H) 113.92 - 121.67 1.0000 1.0000 L11 14 CU12PSM9P6XXX(1-1/2) 112.13 - 113.13 1.0000 1.0000 L12 14 CU12PSM9P6XXX(1-1/2) 107.13 - 112.13 1.0000 1.0000 L12 20 EW90(ELLIPTICAL) 107.13 - 110.00 1.0000 1.0000 L13 14 CU12PSM9P6XXX(1-1/2) 102.13 - 107.13 1.0000 1.0000 L13 20 EW90(ELLIPTICAL) 102.13 - 107.13 1.0000 1.0000 L14 14 CU12PSM9P6XXX(1-1/2) 97.13 - 1.0000 1.0000 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 18 tnxTower Report - version 8.1.1.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice 102.13 L14 20 EW90(ELLIPTICAL) 97.13 - 102.13 1.0000 1.0000 L15 14 CU12PSM9P6XXX(1-1/2) 92.13 - 97.13 1.0000 1.0000 L15 20 EW90(ELLIPTICAL) 92.13 - 97.13 1.0000 1.0000 L16 14 CU12PSM9P6XXX(1-1/2) 84.71 - 92.13 1.0000 1.0000 L16 20 EW90(ELLIPTICAL) 84.71 - 92.13 1.0000 1.0000 L16 22 EC4-50(1/2) 84.71 - 90.00 1.0000 1.0000 L16 23 EC5-50(7/8) 84.71 - 90.00 1.0000 1.0000 L17 14 CU12PSM9P6XXX(1-1/2) 84.29 - 84.71 1.0000 1.0000 L17 20 EW90(ELLIPTICAL) 84.29 - 84.71 1.0000 1.0000 L17 22 EC4-50(1/2) 84.29 - 84.71 1.0000 1.0000 L17 23 EC5-50(7/8) 84.29 - 84.71 1.0000 1.0000 L18 14 CU12PSM9P6XXX(1-1/2) 79.29 - 84.29 1.0000 1.0000 L18 20 EW90(ELLIPTICAL) 79.29 - 84.29 1.0000 1.0000 L18 22 EC4-50(1/2) 79.29 - 84.29 1.0000 1.0000 L18 23 EC5-50(7/8) 79.29 - 84.29 1.0000 1.0000 L19 14 CU12PSM9P6XXX(1-1/2) 74.29 - 79.29 1.0000 1.0000 L19 20 EW90(ELLIPTICAL) 74.29 - 79.29 1.0000 1.0000 L19 22 EC4-50(1/2) 74.29 - 79.29 1.0000 1.0000 L19 23 EC5-50(7/8) 74.29 - 79.29 1.0000 1.0000 L20 14 CU12PSM9P6XXX(1-1/2) 69.29 - 74.29 1.0000 1.0000 L20 20 EW90(ELLIPTICAL) 69.29 - 74.29 1.0000 1.0000 L20 22 EC4-50(1/2) 69.29 - 74.29 1.0000 1.0000 L20 23 EC5-50(7/8) 69.29 - 74.29 1.0000 1.0000 L21 14 CU12PSM9P6XXX(1-1/2) 64.29 - 69.29 1.0000 1.0000 L21 20 EW90(ELLIPTICAL) 64.29 - 69.29 1.0000 1.0000 L21 22 EC4-50(1/2) 64.29 - 69.29 1.0000 1.0000 L21 23 EC5-50(7/8) 64.29 - 69.29 1.0000 1.0000 L22 14 CU12PSM9P6XXX(1-1/2) 59.29 - 64.29 1.0000 1.0000 L22 20 EW90(ELLIPTICAL) 59.29 - 64.29 1.0000 1.0000 L22 22 EC4-50(1/2) 59.29 - 64.29 1.0000 1.0000 L22 23 EC5-50(7/8) 59.29 - 64.29 1.0000 1.0000 L23 14 CU12PSM9P6XXX(1-1/2) 54.29 - 59.29 1.0000 1.0000 L23 20 EW90(ELLIPTICAL) 54.29 - 59.29 1.0000 1.0000 L23 22 EC4-50(1/2) 54.29 - 59.29 1.0000 1.0000 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 19 tnxTower Report - version 8.1.1.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L23 23 EC5-50(7/8) 54.29 - 59.29 1.0000 1.0000 L24 14 CU12PSM9P6XXX(1-1/2) 49.29 - 54.29 1.0000 1.0000 L24 20 EW90(ELLIPTICAL) 49.29 - 54.29 1.0000 1.0000 L24 22 EC4-50(1/2) 49.29 - 54.29 1.0000 1.0000 L24 23 EC5-50(7/8) 49.29 - 54.29 1.0000 1.0000 L25 14 CU12PSM9P6XXX(1-1/2) 42.04 - 49.29 1.0000 1.0000 L25 20 EW90(ELLIPTICAL) 42.04 - 49.29 1.0000 1.0000 L25 22 EC4-50(1/2) 42.04 - 49.29 1.0000 1.0000 L25 23 EC5-50(7/8) 42.04 - 49.29 1.0000 1.0000 L26 14 CU12PSM9P6XXX(1-1/2) 41.04 - 42.04 1.0000 1.0000 L26 20 EW90(ELLIPTICAL) 41.04 - 42.04 1.0000 1.0000 L26 22 EC4-50(1/2) 41.04 - 42.04 1.0000 1.0000 L26 23 EC5-50(7/8) 41.04 - 42.04 1.0000 1.0000 L27 14 CU12PSM9P6XXX(1-1/2) 36.04 - 41.04 1.0000 1.0000 L27 20 EW90(ELLIPTICAL) 36.04 - 41.04 1.0000 1.0000 L27 22 EC4-50(1/2) 36.04 - 41.04 1.0000 1.0000 L27 23 EC5-50(7/8) 36.04 - 41.04 1.0000 1.0000 L28 14 CU12PSM9P6XXX(1-1/2) 31.04 - 36.04 1.0000 1.0000 L28 20 EW90(ELLIPTICAL) 31.04 - 36.04 1.0000 1.0000 L28 22 EC4-50(1/2) 31.04 - 36.04 1.0000 1.0000 L28 23 EC5-50(7/8) 31.04 - 36.04 1.0000 1.0000 L29 14 CU12PSM9P6XXX(1-1/2) 26.04 - 31.04 1.0000 1.0000 L29 20 EW90(ELLIPTICAL) 26.04 - 31.04 1.0000 1.0000 L29 22 EC4-50(1/2) 26.04 - 31.04 1.0000 1.0000 L29 23 EC5-50(7/8) 26.04 - 31.04 1.0000 1.0000 L30 14 CU12PSM9P6XXX(1-1/2) 21.04 - 26.04 1.0000 1.0000 L30 20 EW90(ELLIPTICAL) 21.04 - 26.04 1.0000 1.0000 L30 22 EC4-50(1/2) 21.04 - 26.04 1.0000 1.0000 L30 23 EC5-50(7/8) 21.04 - 26.04 1.0000 1.0000 L31 14 CU12PSM9P6XXX(1-1/2) 16.04 - 21.04 1.0000 1.0000 L31 20 EW90(ELLIPTICAL) 16.04 - 21.04 1.0000 1.0000 L31 22 EC4-50(1/2) 16.04 - 21.04 1.0000 1.0000 L31 23 EC5-50(7/8) 16.04 - 21.04 1.0000 1.0000 L32 14 CU12PSM9P6XXX(1-1/2) 11.04 - 16.04 1.0000 1.0000 L32 20 EW90(ELLIPTICAL) 11.04 - 1.0000 1.0000 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 20 tnxTower Report - version 8.1.1.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice 16.04 L32 22 EC4-50(1/2) 11.04 - 16.04 1.0000 1.0000 L32 23 EC5-50(7/8) 11.04 - 16.04 1.0000 1.0000 L33 14 CU12PSM9P6XXX(1-1/2) 6.04 - 11.04 1.0000 1.0000 L33 20 EW90(ELLIPTICAL) 6.04 - 11.04 1.0000 1.0000 L33 22 EC4-50(1/2) 6.04 - 11.04 1.0000 1.0000 L33 23 EC5-50(7/8) 6.04 - 11.04 1.0000 1.0000 L34 14 CU12PSM9P6XXX(1-1/2) 1.04 - 6.04 1.0000 1.0000 L34 20 EW90(ELLIPTICAL) 1.04 - 6.04 1.0000 1.0000 L34 22 EC4-50(1/2) 1.04 - 6.04 1.0000 1.0000 L34 23 EC5-50(7/8) 1.04 - 6.04 1.0000 1.0000 L35 14 CU12PSM9P6XXX(1-1/2) 0.00 - 1.04 1.0000 1.0000 L35 20 EW90(ELLIPTICAL) 0.00 - 1.04 1.0000 1.0000 L35 22 EC4-50(1/2) 0.00 - 1.04 1.0000 1.0000 L35 23 EC5-50(7/8) 0.00 - 1.04 1.0000 1.0000 Effective Width of Flat Linear Attachments / Feed Lines Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculatio n Method Effective Width Ratio L7 16 (Area) CCI-65FP-045100 (H) 126.90 - 128.92 Auto 0.3061 L7 17 (Area) CCI-65FP-045100 (H) 126.90 - 128.92 Auto 0.3061 L7 18 (Area) CCI-65FP-045100 (H) 126.90 - 128.92 Auto 0.3061 L8 16 (Area) CCI-65FP-045100 (H) 126.67 - 126.90 Auto 0.2947 L8 17 (Area) CCI-65FP-045100 (H) 126.67 - 126.90 Auto 0.2947 L8 18 (Area) CCI-65FP-045100 (H) 126.67 - 126.90 Auto 0.2947 L9 16 (Area) CCI-65FP-045100 (H) 121.67 - 126.67 Auto 0.2632 L9 17 (Area) CCI-65FP-045100 (H) 121.67 - 126.67 Auto 0.2632 L9 18 (Area) CCI-65FP-045100 (H) 121.67 - 126.67 Auto 0.2632 L10 16 (Area) CCI-65FP-045100 (H) 113.92 - 121.67 Auto 0.1935 L10 17 (Area) CCI-65FP-045100 (H) 113.92 - 121.67 Auto 0.1935 L10 18 (Area) CCI-65FP-045100 (H) 113.92 - 121.67 Auto 0.1935 Discrete Tower Loads 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 21 tnxTower Report - version 8.1.1.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft * (2) NHH-65C-R2B w/ Mount Pipe A From Leg 4.00 0.000 -1.000 0.000 154.00 (2) NHH-65C-R2B w/ Mount Pipe B From Leg 4.00 0.000 -1.000 0.000 154.00 (2) NHH-65C-R2B w/ Mount Pipe C From Leg 4.00 0.000 -1.000 0.000 154.00 GPS_A w/ Mount Pipe B From Leg 4.00 0.000 0.000 0.000 154.00 MT6407-77A w/ Mount Pipe A From Leg 4.00 0.000 -2.000 0.000 154.00 MT6407-77A w/ Mount Pipe B From Leg 4.00 0.000 -2.000 0.000 154.00 MT6407-77A w/ Mount Pipe C From Leg 4.00 0.000 -2.000 0.000 154.00 TME-RT4401-48A w/ Mount Pipe A From Leg 4.00 0.000 -2.000 0.000 154.00 TME-RT4401-48A w/ Mount Pipe B From Leg 4.00 0.000 -2.000 0.000 154.00 TME-RT4401-48A w/ Mount Pipe C From Leg 4.00 0.000 -2.000 0.000 154.00 RVZDC-6627-PF-48 A From Leg 4.00 0.000 1.000 0.000 154.00 (3) FDGW5504/1C-3 A From Leg 4.00 0.000 0.000 0.000 154.00 (2) FDGW5504/1C-3 B From Leg 4.00 0.000 0.000 0.000 154.00 FDGW5504/1C-3 C From Leg 4.00 0.000 0.000 0.000 154.00 (3) RF4439D-25A A From Leg 4.00 0.000 1.000 0.000 154.00 RF4440D-13A A From Leg 4.00 0.000 1.000 0.000 154.00 RF4440D-13A B From Leg 4.00 0.000 1.000 0.000 154.00 RF4440D-13A C From Leg 4.00 0.000 1.000 0.000 154.00 Platform Mount [LP 712-1] C None 0.000 154.00 Mount Reinforcement Specifications C None 0.000 154.00 (2) 2.4'' Dia x 8-ft Mount Pipe A From Centroid-Face 4.00 0.000 -2.000 0.000 154.00 (2) 2.4'' Dia x 8-ft Mount Pipe B From Centroid-Face 4.00 0.000 -2.000 0.000 154.00 (2) 2.4'' Dia x 8-ft Mount Pipe C From Centroid-Face 4.00 0.000 0.000 154.00 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 22 tnxTower Report - version 8.1.1.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft -2.000 * DC6-48-60-18-8F B From Face 1.00 0.000 2.000 0.000 141.00 RRUS 11 A From Face 1.00 0.000 2.000 0.000 141.00 RRUS 11 B From Face 1.00 0.000 2.000 0.000 141.00 RRUS 11 C From Face 1.00 0.000 2.000 0.000 141.00 Pipe Mount [PM 601-3] C None 0.000 141.00 * (2) 800 10122 w/ Mount Pipe A From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) 800 10122 w/ Mount Pipe B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) 800 10122 w/ Mount Pipe C From Centroid-Face 3.00 0.000 3.000 0.000 139.00 SBNHH-1D65A w/ Mount Pipe A From Centroid-Face 3.00 0.000 3.000 0.000 139.00 HPA-65R-BUU-H8 w/ Mount Pipe B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 HPA-65R-BUU-H8 w/ Mount Pipe C From Centroid-Face 3.00 0.000 3.000 0.000 139.00 DC6-48-60-18-8F B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) LGP21401 A From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) LGP21401 B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) LGP21401 C From Centroid-Face 3.00 0.000 3.000 0.000 139.00 782 10253 A From Centroid-Face 3.00 0.000 3.000 0.000 139.00 782 10253 B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 782 10253 C From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) 782-10250 A From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) 782-10250 B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 (2) 782-10250 C From Centroid-Face 3.00 0.000 3.000 0.000 139.00 RRUS 32 B2 A From Centroid-Face 3.00 0.000 139.00 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 23 tnxTower Report - version 8.1.1.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft 0.000 3.000 RRUS 32 B2 B From Centroid-Face 3.00 0.000 3.000 0.000 139.00 RRUS 32 B2 C From Centroid-Face 3.00 0.000 3.000 0.000 139.00 Platform Mount [LP 714-1] C None 0.000 139.00 * ERICSSON AIR 21 B2A B4P w/ Mount Pipe A From Face 3.00 0.000 1.000 0.000 131.00 ERICSSON AIR 21 B2A B4P w/ Mount Pipe B From Face 3.00 0.000 1.000 0.000 131.00 ERICSSON AIR 21 B2A B4P w/ Mount Pipe C From Face 3.00 0.000 1.000 0.000 131.00 ERICSSON AIR 21 B4A B2P w/ Mount Pipe A From Face 3.00 0.000 1.000 0.000 131.00 ERICSSON AIR 21 B4A B2P w/ Mount Pipe B From Face 3.00 0.000 1.000 0.000 131.00 ERICSSON AIR 21 B4A B2P w/ Mount Pipe C From Face 3.00 0.000 1.000 0.000 131.00 LNX-6515DS-A1M w/ Mount Pipe A From Face 3.00 0.000 1.000 0.000 131.00 LNX-6515DS-A1M w/ Mount Pipe B From Face 3.00 0.000 1.000 0.000 131.00 LNX-6515DS-A1M w/ Mount Pipe C From Face 3.00 0.000 1.000 0.000 131.00 RRUS 11 B12 A From Face 3.00 0.000 1.000 0.000 131.00 RRUS 11 B12 B From Face 3.00 0.000 1.000 0.000 131.00 RRUS 11 B12 C From Face 3.00 0.000 1.000 0.000 131.00 T-Arm Mount [TA 702-3]C None 0.000 131.00 * MX08FRO665-20 w/ Mount Pipe A From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 MX08FRO665-20 w/ Mount Pipe B From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 MX08FRO665-20 w/ Mount Pipe C From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 TA08025-B605 A From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 TA08025-B605 B From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 TA08025-B605 C From Centroid-Leg 4.00 0.000 0.000 121.00 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 24 tnxTower Report - version 8.1.1.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft 0.000 TA08025-B604 A From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 TA08025-B604 B From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 TA08025-B604 C From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 RDIDC-9181-PF-48 A From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 Commscope MC-PK8-DSH C None 0.000 121.00 (2) 2.4'' Dia x 8-ft Mount Pipe A From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 (2) 2.4'' Dia x 8-ft Mount Pipe B From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 (2) 2.4'' Dia x 8-ft Mount Pipe C From Centroid-Leg 4.00 0.000 0.000 0.000 121.00 * MD-S4 A From Leg 0.50 0.000 0.000 0.000 113.00 Pipe Mount [PM 601-1] A From Leg 0.50 0.000 0.000 0.000 110.00 * DS7C12P36U-D w/ Mount Pipe A From Leg 5.00 0.000 10.000 0.000 90.00 DS7C12P36U-D w/ Mount Pipe B From Leg 5.00 0.000 10.000 0.000 90.00 CC807-08 w/ Mount Pipe C From Leg 5.00 0.000 5.000 0.000 90.00 432F-83W-01-C-110/110R/48/48R A From Leg 5.00 0.000 10.000 0.000 90.00 Side Arm Mount [SO 307-3] C None 0.000 90.00 *** Dishes Description Face or Leg Dish Type Offset Type Offsets: Horz Lateral Vert ft Azimuth Adjustment ° 3 dB Beam Width ° Elevation ft Outside Diameter ft SC3-W100A A Paraboloid w/Shroud (HP) From Leg 1.00 0.000 0.000 0.000 110.00 3.28 *** 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 25 tnxTower Report - version 8.1.1.0 Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 162 - 157 Pole Max Tension 26 0.00 0.00 -0.00 Max. Compression 26 -0.36 -0.00 0.01 Max. Mx 8 -0.13 -0.55 0.00 Max. My 2 -0.13 -0.00 0.56 Max. Vy 8 0.22 -0.55 0.00 Max. Vx 2 -0.23 -0.00 0.56 Max. Torque 30 -0.00 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 26 tnxTower Report - version 8.1.1.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L2 157 - 152 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -13.09 -0.29 3.59 Max. Mx 8 -3.34 -10.93 1.18 Max. My 2 -3.28 -0.03 12.66 Max. Vy 8 6.13 -10.93 1.18 Max. Vx 2 -6.28 -0.03 12.66 Max. Torque 8 1.29 L3 152 - 147 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -13.61 -0.33 4.07 Max. Mx 8 -3.61 -42.25 1.19 Max. My 2 -3.55 -0.03 44.75 Max. Vy 8 6.40 -42.25 1.19 Max. Vx 2 -6.56 -0.03 44.75 Max. Torque 8 1.29 L4 147 - 142 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -14.16 -0.37 4.56 Max. Mx 8 -3.91 -74.97 1.20 Max. My 2 -3.85 -0.02 78.24 Max. Vy 8 6.69 -74.97 1.20 Max. Vx 2 -6.84 -0.02 78.24 Max. Torque 8 1.29 L5 142 - 137 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -26.56 -1.49 5.10 Max. Mx 8 -7.21 -129.19 1.50 Max. My 2 -7.11 -0.45 133.31 Max. Vy 8 12.22 -129.19 1.50 Max. Vx 2 -12.46 -0.45 133.31 Max. Torque 8 1.32 L6 137 - 132 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -27.24 -1.56 5.98 Max. Mx 8 -7.66 -191.01 1.80 Max. My 2 -7.57 -0.73 196.32 Max. Vy 8 12.52 -191.01 1.80 Max. Vx 2 -12.75 -0.73 196.32 Max. Torque 10 1.30 L7 132 - 126.9 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -33.60 -1.64 7.02 Max. Mx 8 -9.89 -264.60 2.12 Max. My 2 -9.79 -1.02 271.16 Max. Vy 8 14.70 -264.60 2.12 Max. Vx 2 -14.95 -1.02 271.16 Max. Torque 10 1.30 L8 126.9 - 126.67 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -33.65 -1.65 7.08 Max. Mx 8 -9.93 -267.98 2.13 Max. My 2 -9.83 -1.03 274.59 Max. Vy 8 14.71 -267.98 2.13 Max. Vx 2 -14.96 -1.03 274.59 Max. Torque 10 1.30 L9 126.67 - 121.67 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -34.90 -1.72 8.14 Max. Mx 8 -10.69 -342.46 2.44 Max. My 2 -10.59 -1.32 350.32 Max. Vy 8 15.08 -342.46 2.44 Max. Vx 2 -15.34 -1.32 350.32 Max. Torque 10 1.30 L10 121.67 - 113.125 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -43.01 -1.86 9.83 Max. Mx 8 -14.28 -429.53 2.83 Max. My 2 -14.16 -1.61 438.88 Max. Vy 8 18.81 -429.53 2.83 Max. Vx 2 -19.11 -1.61 438.88 Max. Torque 10 1.44 L11 113.125 - 112.125 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -45.93 -1.99 12.81 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 27 tnxTower Report - version 8.1.1.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Mx 8 -15.74 -520.09 3.66 Max. My 2 -15.51 -1.90 532.21 Max. Vy 8 19.47 -520.09 3.66 Max. Vx 2 -20.68 -1.90 532.21 Max. Torque 10 1.74 L12 112.125 - 107.125 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -71.32 -2.19 65.17 Max. Mx 8 -16.66 -619.11 4.25 Max. My 2 -16.42 -2.20 637.94 Max. Vy 8 20.11 -619.11 4.25 Max. Vx 14 21.56 1.48 -633.71 Max. Torque 22 -2.27 L13 107.125 - 102.125 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -72.51 -2.42 67.10 Max. Mx 8 -17.52 -720.46 4.79 Max. My 2 -17.30 -2.51 746.11 Max. Vy 8 20.45 -720.46 4.79 Max. Vx 14 21.90 1.72 -742.31 Max. Torque 22 -2.27 L14 102.125 - 97.125 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -73.74 -2.66 68.84 Max. Mx 8 -18.42 -823.51 5.32 Max. My 2 -18.20 -2.82 855.98 Max. Vy 8 20.79 -823.51 5.32 Max. Vx 14 22.25 1.96 -852.62 Max. Torque 22 -2.26 L15 97.125 - 92.125 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -75.01 -2.89 70.40 Max. Mx 8 -19.34 -928.29 5.85 Max. My 2 -19.13 -3.12 967.58 Max. Vy 8 21.14 -928.29 5.85 Max. Vx 14 22.60 2.20 -964.65 Max. Torque 22 -2.26 L16 92.125 - 84.7083 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -78.13 -4.90 72.85 Max. Mx 8 -20.41 -998.26 6.59 Max. My 2 -20.20 -3.81 1041.52 Max. Vy 8 22.49 -998.26 6.59 Max. Vx 14 23.97 1.83 -1037.86 Max. Torque 22 -3.36 L17 84.7083 - 84.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -80.58 -5.21 74.32 Max. Mx 8 -22.03 -1111.83 7.12 Max. My 2 -21.83 -4.12 1162.02 Max. Vy 8 22.95 -1111.83 7.12 Max. Vx 14 24.43 2.06 -1158.79 Max. Torque 22 -3.36 L18 84.2917 - 79.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -82.14 -5.54 75.69 Max. Mx 8 -23.13 -1227.48 7.65 Max. My 2 -22.94 -4.44 1284.61 Max. Vy 8 23.32 -1227.48 7.65 Max. Vx 14 24.81 2.29 -1281.81 Max. Torque 22 -3.36 L19 79.2917 - 74.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -83.75 -5.87 76.95 Max. Mx 8 -24.27 -1344.99 8.18 Max. My 2 -24.10 -4.75 1409.05 Max. Vy 8 23.70 -1344.99 8.18 Max. Vx 14 25.18 2.52 -1406.67 Max. Torque 22 -3.36 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 28 tnxTower Report - version 8.1.1.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L20 74.2917 - 69.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -85.39 -6.20 78.11 Max. Mx 8 -25.44 -1464.38 8.71 Max. My 2 -25.29 -5.06 1535.35 Max. Vy 8 24.07 -1464.38 8.71 Max. Vx 14 25.55 2.75 -1533.41 Max. Torque 22 -3.36 L21 69.2917 - 64.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -87.08 -6.52 79.16 Max. Mx 8 -26.65 -1585.66 9.23 Max. My 2 -26.51 -5.37 1663.54 Max. Vy 8 24.45 -1585.66 9.23 Max. Vx 14 25.93 2.98 -1662.02 Max. Torque 22 -3.35 L22 64.2917 - 59.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -88.81 -6.84 80.12 Max. Mx 8 -27.89 -1708.83 9.75 Max. My 2 -27.76 -5.68 1793.60 Max. Vy 8 24.83 -1708.83 9.75 Max. Vx 14 26.31 3.21 -1792.51 Max. Torque 22 -3.35 L23 59.2917 - 54.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -90.58 -7.17 81.00 Max. Mx 8 -29.16 -1833.92 10.27 Max. My 2 -29.04 -5.99 1925.56 Max. Vy 8 25.22 -1833.92 10.27 Max. Vx 14 26.69 3.43 -1924.90 Max. Torque 22 -3.35 L24 54.2917 - 49.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -92.38 -7.48 81.79 Max. Mx 8 -30.46 -1960.91 10.78 Max. My 2 -30.35 -6.30 2059.40 Max. Vy 8 25.60 -1960.91 10.78 Max. Vx 14 27.06 3.66 -2059.17 Max. Torque 22 -3.35 L25 49.2917 - 42.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -92.87 -7.57 81.99 Max. Mx 8 -30.81 -1995.10 10.92 Max. My 2 -30.70 -6.38 2095.41 Max. Vy 8 25.70 -1995.10 10.92 Max. Vx 14 27.17 3.72 -2095.29 Max. Torque 22 -3.35 L26 42.0417 - 41.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -97.18 -8.01 82.98 Max. Mx 8 -33.78 -2175.12 11.63 Max. My 14 -33.68 4.02 -2285.36 Max. Vy 8 26.35 -2175.12 11.63 Max. Vx 14 27.81 4.02 -2285.36 Max. Torque 22 -3.34 L27 41.0417 - 36.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -99.06 -8.32 83.62 Max. Mx 8 -35.16 -2307.71 12.14 Max. My 14 -35.07 4.25 -2425.18 Max. Vy 8 26.70 -2307.71 12.14 Max. Vx 14 28.16 4.25 -2425.18 Max. Torque 22 -3.34 L28 36.0417 - 31.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -100.97 -8.63 84.20 Max. Mx 8 -36.56 -2442.05 12.65 Max. My 14 -36.49 4.47 -2566.73 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 29 tnxTower Report - version 8.1.1.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Vy 8 27.05 -2442.05 12.65 Max. Vx 14 28.50 4.47 -2566.73 Max. Torque 22 -3.34 L29 31.0417 - 26.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -102.92 -8.93 84.70 Max. Mx 8 -38.00 -2578.11 13.15 Max. My 14 -37.94 4.69 -2709.97 Max. Vy 8 27.39 -2578.11 13.15 Max. Vx 14 28.84 4.69 -2709.97 Max. Torque 22 -3.34 L30 26.0417 - 21.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -104.90 -9.22 85.14 Max. Mx 8 -39.47 -2715.83 13.65 Max. My 14 -39.42 4.90 -2854.83 Max. Vy 8 27.72 -2715.83 13.65 Max. Vx 14 29.16 4.90 -2854.83 Max. Torque 22 -3.34 L31 21.0417 - 16.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -106.90 -9.51 85.51 Max. Mx 8 -40.97 -2855.14 14.14 Max. My 14 -40.93 5.12 -3001.25 Max. Vy 8 28.03 -2855.14 14.14 Max. Vx 14 29.46 5.12 -3001.25 Max. Torque 22 -3.34 L32 16.0417 - 11.0417 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -108.93 -9.78 85.82 Max. Mx 8 -42.50 -2995.97 14.63 Max. My 14 -42.47 5.33 -3149.13 Max. Vy 8 28.32 -2995.97 14.63 Max. Vx 14 29.74 5.33 -3149.13 Max. Torque 22 -3.34 L33 11.0417 - 6.04167 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -110.97 -10.04 86.06 Max. Mx 8 -44.06 -3138.28 15.12 Max. My 14 -44.04 5.54 -3298.47 Max. Vy 8 28.62 -3138.28 15.12 Max. Vx 14 30.04 5.54 -3298.47 Max. Torque 22 -3.34 L34 6.04167 - 1.04167 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -113.00 -10.28 86.20 Max. Mx 8 -45.65 -3282.11 15.60 Max. My 14 -45.65 5.75 -3449.27 Max. Vy 8 28.93 -3282.11 15.60 Max. Vx 14 30.33 5.75 -3449.27 Max. Torque 22 -3.34 L35 1.04167 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -113.41 -10.31 86.22 Max. Mx 8 -45.99 -3312.26 15.70 Max. My 14 -45.98 5.79 -3480.88 Max. Vy 8 28.99 -3312.26 15.70 Max. Vx 14 30.40 5.79 -3480.88 Max. Torque 22 -3.34 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 27 113.41 -0.01 10.23 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 30 tnxTower Report - version 8.1.1.0 Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Max. Hx 20 46.00 28.97 -0.01 Max. Hz 3 34.50 -0.05 30.28 Max. Mx 2 3476.96 -0.05 30.28 Max. Mz 8 3312.26 -28.97 0.09 Max. Torsion 10 3.18 -25.00 -15.26 Min. Vert 7 34.50 -25.08 15.26 Min. Hx 8 46.00 -28.97 0.09 Min. Hz 15 34.50 0.05 -30.38 Min. Mx 14 -3480.88 0.05 -30.38 Min. Mz 20 -3308.74 28.97 -0.01 Min. Torsion 22 -3.34 25.03 15.18 Tower Mast Reaction Summary Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 38.33 0.00 -0.00 -2.74 -1.43 -0.00 1.2 Dead+1.0 Wind 0 deg - No Ice 46.00 0.05 -30.28 -3476.96 -9.28 1.73 0.9 Dead+1.0 Wind 0 deg - No Ice 34.50 0.05 -30.28 -3422.87 -8.69 1.73 1.2 Dead+1.0 Wind 30 deg - No Ice 46.00 14.48 -26.28 -3018.89 -1657.24 0.11 0.9 Dead+1.0 Wind 30 deg - No Ice 34.50 14.48 -26.28 -2971.81 -1631.34 0.13 1.2 Dead+1.0 Wind 60 deg - No Ice 46.00 25.08 -15.26 -1755.87 -2867.77 -1.65 0.9 Dead+1.0 Wind 60 deg - No Ice 34.50 25.08 -15.26 -1728.12 -2823.28 -1.61 1.2 Dead+1.0 Wind 90 deg - No Ice 46.00 28.97 -0.09 -15.70 -3312.26 -2.97 0.9 Dead+1.0 Wind 90 deg - No Ice 34.50 28.97 -0.09 -14.60 -3260.96 -2.92 1.2 Dead+1.0 Wind 120 deg - No Ice 46.00 25.00 15.26 1746.32 -2857.20 -3.18 0.9 Dead+1.0 Wind 120 deg - No Ice 34.50 25.00 15.26 1720.48 -2812.89 -3.13 1.2 Dead+1.0 Wind 150 deg - No Ice 46.00 14.41 26.33 3015.70 -1646.75 -2.76 0.9 Dead+1.0 Wind 150 deg - No Ice 34.50 14.41 26.33 2970.42 -1621.05 -2.74 1.2 Dead+1.0 Wind 180 deg - No Ice 46.00 -0.05 30.38 3480.88 5.79 -1.69 0.9 Dead+1.0 Wind 180 deg - No Ice 34.50 -0.05 30.38 3428.48 6.12 -1.69 1.2 Dead+1.0 Wind 210 deg - No Ice 46.00 -14.50 26.38 3023.15 1656.27 -0.18 0.9 Dead+1.0 Wind 210 deg - No Ice 34.50 -14.50 26.38 2977.75 1631.27 -0.20 1.2 Dead+1.0 Wind 240 deg - No Ice 46.00 -25.05 15.35 1759.32 2861.15 1.44 0.9 Dead+1.0 Wind 240 deg - No Ice 34.50 -25.05 15.35 1733.27 2817.65 1.40 1.2 Dead+1.0 Wind 270 deg - No Ice 46.00 -28.97 0.01 -0.63 3308.74 2.93 0.9 Dead+1.0 Wind 270 deg - No Ice 34.50 -28.97 0.01 0.22 3258.37 2.88 1.2 Dead+1.0 Wind 300 deg - No Ice 46.00 -25.03 -15.18 -1742.85 2856.78 3.34 0.9 Dead+1.0 Wind 300 deg - No Ice 34.50 -25.03 -15.18 -1715.32 2813.35 3.30 1.2 Dead+1.0 Wind 330 deg - No Ice 46.00 -14.39 -26.23 -3011.41 1640.73 2.87 0.9 Dead+1.0 Wind 330 deg 34.50 -14.39 -26.23 -2964.46 1615.98 2.85 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 31 tnxTower Report - version 8.1.1.0 Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft - No Ice 1.2 Dead+1.0 Ice+1.0 Temp 113.41 0.00 -0.00 -86.22 -10.31 -0.00 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 113.41 0.01 -10.23 -1446.58 -11.92 0.81 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 113.41 4.98 -8.87 -1266.02 -671.28 -0.21 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 113.41 8.63 -5.14 -770.06 -1155.04 -1.20 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 113.41 9.97 -0.02 -89.00 -1332.57 -1.86 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 113.41 8.61 5.14 597.52 -1152.74 -1.96 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 113.41 4.97 8.88 1095.00 -669.20 -1.59 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 113.41 -0.01 10.25 1277.18 -8.67 -0.81 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 113.41 -4.98 8.89 1096.62 651.43 0.18 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 113.41 -8.62 5.16 600.33 1133.77 1.14 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 113.41 -9.97 0.00 -85.74 1311.96 1.85 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 113.41 -8.62 -5.12 -767.24 1132.82 1.99 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 113.41 -4.96 -8.86 -1264.38 647.87 1.60 Dead+Wind 0 deg - Service 38.33 0.01 -7.50 -856.82 -3.31 0.44 Dead+Wind 30 deg - Service 38.33 3.59 -6.51 -744.16 -408.46 0.03 Dead+Wind 60 deg - Service 38.33 6.21 -3.78 -433.61 -705.99 -0.41 Dead+Wind 90 deg - Service 38.33 7.18 -0.02 -5.84 -815.20 -0.74 Dead+Wind 120 deg - Service 38.33 6.19 3.78 427.29 -703.38 -0.79 Dead+Wind 150 deg - Service 38.33 3.57 6.52 739.41 -405.88 -0.70 Dead+Wind 180 deg - Service 38.33 -0.01 7.53 853.83 0.39 -0.43 Dead+Wind 210 deg - Service 38.33 -3.59 6.54 741.26 406.16 -0.05 Dead+Wind 240 deg - Service 38.33 -6.21 3.80 430.49 702.31 0.36 Dead+Wind 270 deg - Service 38.33 -7.18 0.00 -2.14 812.28 0.74 Dead+Wind 300 deg - Service 38.33 -6.20 -3.76 -430.40 701.21 0.84 Dead+Wind 330 deg - Service 38.33 -3.57 -6.50 -742.31 402.33 0.72 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 1 0.00 -38.33 0.00 -0.00 38.33 0.00 0.000% 2 0.05 -46.00 -30.28 -0.05 46.00 30.28 0.000% 3 0.05 -34.50 -30.28 -0.05 34.50 30.28 0.000% 4 14.48 -46.00 -26.28 -14.48 46.00 26.28 0.000% 5 14.48 -34.50 -26.28 -14.48 34.50 26.28 0.000% 6 25.08 -46.00 -15.26 -25.08 46.00 15.26 0.000% 7 25.08 -34.50 -15.26 -25.08 34.50 15.26 0.000% 8 28.97 -46.00 -0.09 -28.97 46.00 0.09 0.000% 9 28.97 -34.50 -0.09 -28.97 34.50 0.09 0.000% 10 25.00 -46.00 15.26 -25.00 46.00 -15.26 0.000% 11 25.00 -34.50 15.26 -25.00 34.50 -15.26 0.000% 12 14.41 -46.00 26.33 -14.41 46.00 -26.33 0.000% 13 14.41 -34.50 26.33 -14.41 34.50 -26.33 0.000% 14 -0.05 -46.00 30.38 0.05 46.00 -30.38 0.000% 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 32 tnxTower Report - version 8.1.1.0 Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 15 -0.05 -34.50 30.38 0.05 34.50 -30.38 0.000% 16 -14.50 -46.00 26.38 14.50 46.00 -26.38 0.000% 17 -14.50 -34.50 26.38 14.50 34.50 -26.38 0.000% 18 -25.05 -46.00 15.35 25.05 46.00 -15.35 0.000% 19 -25.05 -34.50 15.35 25.05 34.50 -15.35 0.000% 20 -28.97 -46.00 0.01 28.97 46.00 -0.01 0.000% 21 -28.97 -34.50 0.01 28.97 34.50 -0.01 0.000% 22 -25.03 -46.00 -15.18 25.03 46.00 15.18 0.000% 23 -25.03 -34.50 -15.18 25.03 34.50 15.18 0.000% 24 -14.39 -46.00 -26.23 14.39 46.00 26.23 0.000% 25 -14.39 -34.50 -26.23 14.39 34.50 26.23 0.000% 26 0.00 -113.41 0.00 -0.00 113.41 0.00 0.000% 27 0.01 -113.41 -10.23 -0.01 113.41 10.23 0.000% 28 4.98 -113.41 -8.87 -4.98 113.41 8.87 0.000% 29 8.63 -113.41 -5.14 -8.63 113.41 5.14 0.000% 30 9.97 -113.41 -0.02 -9.97 113.41 0.02 0.000% 31 8.61 -113.41 5.14 -8.61 113.41 -5.14 0.000% 32 4.97 -113.41 8.88 -4.97 113.41 -8.88 0.000% 33 -0.01 -113.41 10.25 0.01 113.41 -10.25 0.000% 34 -4.98 -113.41 8.89 4.98 113.41 -8.89 0.000% 35 -8.62 -113.41 5.16 8.62 113.41 -5.16 0.000% 36 -9.97 -113.41 0.00 9.97 113.41 -0.00 0.000% 37 -8.62 -113.41 -5.12 8.62 113.41 5.12 0.000% 38 -4.96 -113.41 -8.86 4.96 113.41 8.86 0.000% 39 0.01 -38.33 -7.50 -0.01 38.33 7.50 0.000% 40 3.59 -38.33 -6.51 -3.59 38.33 6.51 0.000% 41 6.21 -38.33 -3.78 -6.21 38.33 3.78 0.000% 42 7.18 -38.33 -0.02 -7.18 38.33 0.02 0.000% 43 6.19 -38.33 3.78 -6.19 38.33 -3.78 0.000% 44 3.57 -38.33 6.52 -3.57 38.33 -6.52 0.000% 45 -0.01 -38.33 7.53 0.01 38.33 -7.53 0.000% 46 -3.59 -38.33 6.54 3.59 38.33 -6.54 0.000% 47 -6.21 -38.33 3.80 6.21 38.33 -3.80 0.000% 48 -7.18 -38.33 0.00 7.18 38.33 -0.00 0.000% 49 -6.20 -38.33 -3.76 6.20 38.33 3.76 0.000% 50 -3.57 -38.33 -6.50 3.57 38.33 6.50 0.000% Non-Linear Convergence Results Load Combination Converged?Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000516 2 Yes 6 0.00000001 0.00014675 3 Yes 5 0.00000001 0.00093137 4 Yes 7 0.00000001 0.00024614 5 Yes 7 0.00000001 0.00005304 6 Yes 7 0.00000001 0.00025235 7 Yes 7 0.00000001 0.00005473 8 Yes 6 0.00000001 0.00026832 9 Yes 6 0.00000001 0.00008680 10 Yes 7 0.00000001 0.00023517 11 Yes 7 0.00000001 0.00005056 12 Yes 7 0.00000001 0.00025340 13 Yes 7 0.00000001 0.00005523 14 Yes 6 0.00000001 0.00009315 15 Yes 5 0.00000001 0.00059606 16 Yes 7 0.00000001 0.00024467 17 Yes 7 0.00000001 0.00005276 18 Yes 7 0.00000001 0.00024101 19 Yes 7 0.00000001 0.00005192 20 Yes 6 0.00000001 0.00021606 21 Yes 6 0.00000001 0.00006994 22 Yes 7 0.00000001 0.00025578 23 Yes 7 0.00000001 0.00005596 24 Yes 7 0.00000001 0.00023470 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 33 tnxTower Report - version 8.1.1.0 25 Yes 7 0.00000001 0.00005034 26 Yes 6 0.00000001 0.00056849 27 Yes 8 0.00000001 0.00036078 28 Yes 9 0.00000001 0.00031102 29 Yes 9 0.00000001 0.00033133 30 Yes 8 0.00000001 0.00048008 31 Yes 8 0.00000001 0.00075361 32 Yes 8 0.00000001 0.00089837 33 Yes 8 0.00000001 0.00029132 34 Yes 8 0.00000001 0.00084402 35 Yes 8 0.00000001 0.00075658 36 Yes 8 0.00000001 0.00046488 37 Yes 9 0.00000001 0.00032427 38 Yes 9 0.00000001 0.00028646 39 Yes 5 0.00000001 0.00013431 40 Yes 6 0.00000001 0.00007003 41 Yes 6 0.00000001 0.00007322 42 Yes 5 0.00000001 0.00022705 43 Yes 5 0.00000001 0.00092236 44 Yes 6 0.00000001 0.00007459 45 Yes 5 0.00000001 0.00012081 46 Yes 6 0.00000001 0.00006743 47 Yes 5 0.00000001 0.00096573 48 Yes 5 0.00000001 0.00021423 49 Yes 6 0.00000001 0.00007571 50 Yes 5 0.00000001 0.00093975 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 162 - 157 37.561 39 2.131 0.011 L2 157 - 152 35.329 39 2.131 0.011 L3 152 - 147 33.099 39 2.125 0.010 L4 147 - 142 30.890 39 2.090 0.009 L5 142 - 137 28.730 39 2.033 0.008 L6 137 - 132 26.639 39 1.958 0.007 L7 132 - 126.9 24.638 39 1.861 0.006 L8 126.9 - 126.67 22.679 39 1.806 0.005 L9 126.67 - 121.67 22.592 39 1.804 0.005 L10 121.67 - 113.125 20.735 39 1.743 0.005 L11 116.875 - 112.125 19.017 39 1.679 0.005 L12 112.125 - 107.125 17.367 39 1.631 0.004 L13 107.125 - 102.125 15.709 39 1.536 0.004 L14 102.125 - 97.125 14.150 39 1.440 0.004 L15 97.125 - 92.125 12.694 39 1.342 0.003 L16 92.125 - 84.7083 11.339 39 1.245 0.003 L17 89.2917 - 84.2917 10.616 39 1.191 0.003 L18 84.2917 - 79.2917 9.393 39 1.142 0.003 L19 79.2917 - 74.2917 8.241 39 1.058 0.002 L20 74.2917 - 69.2917 7.177 39 0.975 0.002 L21 69.2917 - 64.2917 6.198 39 0.895 0.002 L22 64.2917 - 59.2917 5.302 39 0.816 0.001 L23 59.2917 - 54.2917 4.487 39 0.740 0.001 L24 54.2917 - 49.2917 3.752 39 0.666 0.001 L25 49.2917 -3.093 39 0.593 0.001 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 34 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° 42.0417 L26 47.9583 - 41.0417 2.930 39 0.575 0.001 L27 41.0417 - 36.0417 2.133 39 0.518 0.001 L28 36.0417 - 31.0417 1.628 39 0.448 0.001 L29 31.0417 - 26.0417 1.195 39 0.380 0.001 L30 26.0417 - 21.0417 0.832 39 0.313 0.000 L31 21.0417 - 16.0417 0.538 39 0.249 0.000 L32 16.0417 - 11.0417 0.309 39 0.187 0.000 L33 11.0417 - 6.04167 0.145 39 0.127 0.000 L34 6.04167 - 1.04167 0.043 39 0.068 0.000 L35 1.04167 - 0 0.001 39 0.012 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 154.00 (2) NHH-65C-R2B w/ Mount Pipe 39 33.990 2.130 0.011 27421 141.00 DC6-48-60-18-8F 39 28.306 2.020 0.008 4106 139.00 (2) 800 10122 w/ Mount Pipe 39 27.465 1.992 0.007 3590 131.00 ERICSSON AIR 21 B2A B4P w/ Mount Pipe 39 24.248 1.847 0.006 4039 121.00 MX08FRO665-20 w/ Mount Pipe 39 20.492 1.733 0.005 4608 113.00 MD-S4 39 17.666 1.642 0.005 4003 110.00 SC3-W100A 39 16.651 1.595 0.004 3288 90.00 DS7C12P36U-D w/ Mount Pipe 39 10.794 1.203 0.003 3825 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 162 - 157 151.888 2 8.592 0.048 L2 157 - 152 142.924 2 8.591 0.048 L3 152 - 147 133.965 2 8.574 0.045 L4 147 - 142 125.077 2 8.446 0.038 L5 142 - 137 116.372 2 8.226 0.033 L6 137 - 132 107.932 2 7.931 0.029 L7 132 - 126.9 99.849 2 7.541 0.025 L8 126.9 - 126.67 91.930 2 7.322 0.023 L9 126.67 - 121.67 91.578 2 7.312 0.023 L10 121.67 - 113.125 84.068 2 7.067 0.021 L11 116.875 - 112.125 77.115 2 6.809 0.020 L12 112.125 - 107.125 70.436 2 6.615 0.019 L13 107.125 - 102.125 63.721 2 6.233 0.017 L14 102.125 - 97.125 57.413 14 5.843 0.015 L15 97.125 - 92.125 51.516 14 5.449 0.013 L16 92.125 - 84.7083 46.027 14 5.056 0.012 L17 89.2917 -43.097 14 4.834 0.011 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 35 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° 84.2917 L18 84.2917 - 79.2917 38.138 14 4.637 0.010 L19 79.2917 - 74.2917 33.467 14 4.295 0.009 L20 74.2917 - 69.2917 29.148 14 3.961 0.008 L21 69.2917 - 64.2917 25.175 14 3.634 0.007 L22 64.2917 - 59.2917 21.539 14 3.316 0.006 L23 59.2917 - 54.2917 18.231 14 3.006 0.005 L24 54.2917 - 49.2917 15.243 14 2.705 0.004 L25 49.2917 - 42.0417 12.566 14 2.411 0.004 L26 47.9583 - 41.0417 11.903 14 2.335 0.004 L27 41.0417 - 36.0417 8.668 14 2.105 0.003 L28 36.0417 - 31.0417 6.614 14 1.820 0.003 L29 31.0417 - 26.0417 4.855 14 1.542 0.002 L30 26.0417 - 21.0417 3.381 14 1.274 0.002 L31 21.0417 - 16.0417 2.185 14 1.013 0.001 L32 16.0417 - 11.0417 1.257 14 0.761 0.001 L33 11.0417 - 6.04167 0.589 14 0.515 0.001 L34 6.04167 - 1.04167 0.174 14 0.278 0.000 L35 1.04167 - 0 0.005 14 0.047 0.000 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 154.00 (2) NHH-65C-R2B w/ Mount Pipe 2 137.546 8.589 0.046 8845 141.00 DC6-48-60-18-8F 2 114.660 8.175 0.032 1087 139.00 (2) 800 10122 w/ Mount Pipe 2 111.269 8.065 0.031 943 131.00 ERICSSON AIR 21 B2A B4P w/ Mount Pipe 2 98.274 7.487 0.024 1042 121.00 MX08FRO665-20 w/ Mount Pipe 2 83.082 7.030 0.021 1175 113.00 MD-S4 2 71.647 6.659 0.019 1016 110.00 SC3-W100A 2 67.536 6.470 0.018 833 90.00 DS7C12P36U-D w/ Mount Pipe 14 43.820 4.882 0.011 957 Compression Checks Pole Design Data 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 36 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 162 - 157 (1) TP14.3x13x0.188 5.00 0.00 0.0 8.399 -0.13 491.33 0.000 L2 157 - 152 (2) TP15.601x14.3x0.188 5.00 0.00 0.0 9.173 -3.28 536.60 0.006 L3 152 - 147 (3) TP16.901x15.601x0.188 5.00 0.00 0.0 9.946 -3.55 581.87 0.006 L4 147 - 142 (4) TP18.201x16.901x0.188 5.00 0.00 0.0 10.720 -3.85 627.14 0.006 L5 142 - 137 (5) TP19.501x18.201x0.188 5.00 0.00 0.0 11.494 -7.11 672.41 0.011 L6 137 - 132 (6) TP20.802x19.501x0.188 5.00 0.00 0.0 12.268 -7.57 717.67 0.011 L7 132 - 126.9 (7) TP22.128x20.802x0.413 5.10 0.00 0.0 28.431 -9.79 1663.23 0.006 L8 126.9 - 126.67 (8) TP22.188x22.128x0.413 0.23 0.00 0.0 28.510 -9.83 1667.81 0.006 L9 126.67 - 121.67 (9) TP23.488x22.188x0.4 5.00 0.00 0.0 29.312 -10.59 1714.77 0.006 L10 121.67 - 113.125 (10) TP25.71x23.488x0.388 8.55 0.00 0.0 29.945 -14.16 1751.80 0.008 L11 113.125 - 112.125 (11) TP25.577x24.36x0.313 4.75 0.00 0.0 25.059 -15.51 1465.94 0.011 L12 112.125 - 107.125 (12) TP26.857x25.577x0.313 5.00 0.00 0.0 26.329 -16.42 1540.26 0.011 L13 107.125 - 102.125 (13) TP28.138x26.857x0.313 5.00 0.00 0.0 27.600 -17.30 1614.59 0.011 L14 102.125 - 97.125 (14) TP29.419x28.138x0.313 5.00 0.00 0.0 28.870 -18.20 1688.91 0.011 L15 97.125 - 92.125 (15) TP30.7x29.419x0.313 5.00 0.00 0.0 30.141 -19.13 1763.23 0.011 L16 92.125 - 84.7083 (16) TP32.6x30.7x0.313 7.42 0.00 0.0 30.861 -20.20 1805.34 0.011 L17 84.7083 - 84.2917 (17) TP32.085x30.801x0.375 5.00 0.00 0.0 37.743 -21.83 2207.99 0.010 L18 84.2917 - 79.2917 (18) TP33.37x32.085x0.375 5.00 0.00 0.0 39.272 -22.94 2297.43 0.010 L19 79.2917 - 74.2917 (19) TP34.655x33.37x0.375 5.00 0.00 0.0 40.801 -24.10 2386.87 0.010 L20 74.2917 - 69.2917 (20) TP35.939x34.655x0.375 5.00 0.00 0.0 42.330 -25.29 2476.32 0.010 L21 69.2917 - 64.2917 (21) TP37.224x35.939x0.375 5.00 0.00 0.0 43.859 -26.51 2565.76 0.010 L22 64.2917 - 59.2917 (22) TP38.508x37.224x0.375 5.00 0.00 0.0 45.388 -27.76 2655.20 0.010 L23 59.2917 - 54.2917 (23) TP39.793x38.508x0.375 5.00 0.00 0.0 46.917 -29.04 2744.65 0.011 L24 54.2917 - 49.2917 (24) TP41.077x39.793x0.375 5.00 0.00 0.0 48.446 -30.35 2834.09 0.011 L25 49.2917 - 42.0417 (25) TP42.94x41.077x0.375 7.25 0.00 0.0 48.854 -30.70 2857.94 0.011 L26 42.0417 - 41.0417 (26) TP42.448x40.67x0.375 6.92 0.00 0.0 50.078 -33.69 2929.54 0.011 L27 41.0417 - 36.0417 (27) TP43.734x42.448x0.375 5.00 0.00 0.0 51.608 -35.07 3019.05 0.012 L28 36.0417 - 31.0417 (28) TP45.019x43.734x0.375 5.00 0.00 0.0 53.138 -36.49 3108.56 0.012 L29 31.0417 - 26.0417 (29) TP46.305x45.019x0.375 5.00 0.00 0.0 54.668 -37.94 3198.07 0.012 L30 26.0417 - 21.0417 (30) TP47.59x46.305x0.375 5.00 0.00 0.0 56.198 -39.42 3287.58 0.012 L31 21.0417 - 16.0417 (31) TP48.876x47.59x0.375 5.00 0.00 0.0 57.728 -40.93 3377.09 0.012 L32 16.0417 - 11.0417 (32) TP50.161x48.876x0.375 5.00 0.00 0.0 59.258 -42.47 3466.59 0.012 L33 11.0417 - 6.04167 (33) TP51.447x50.161x0.375 5.00 0.00 0.0 60.788 -44.04 3556.10 0.012 L34 6.04167 - 1.04167 (34) TP52.732x51.447x0.375 5.00 0.00 0.0 62.318 -45.65 3645.61 0.013 L35 1.04167 - 0 (35) TP53x52.732x0.375 1.04 0.00 0.0 62.637 -45.98 3664.26 0.013 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 37 tnxTower Report - version 8.1.1.0 Pole Bending Design Data Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L1 162 - 157 (1) TP14.3x13x0.188 0.56 180.12 0.003 0.00 180.12 0.000 L2 157 - 152 (2) TP15.601x14.3x0.188 12.66 215.07 0.059 0.00 215.07 0.000 L3 152 - 147 (3) TP16.901x15.601x0.188 44.75 253.13 0.177 0.00 253.13 0.000 L4 147 - 142 (4) TP18.201x16.901x0.188 78.24 293.53 0.267 0.00 293.53 0.000 L5 142 - 137 (5) TP19.501x18.201x0.188 133.31 331.79 0.402 0.00 331.79 0.000 L6 137 - 132 (6) TP20.802x19.501x0.188 196.32 371.48 0.528 0.00 371.48 0.000 L7 132 - 126.9 (7) TP22.128x20.802x0.413 271.16 932.92 0.291 0.00 932.92 0.000 L8 126.9 - 126.67 (8) TP22.188x22.128x0.413 274.60 938.11 0.293 0.00 938.11 0.000 L9 126.67 - 121.67 (9) TP23.488x22.188x0.4 350.32 1024.30 0.342 0.00 1024.30 0.000 L10 121.67 - 113.125 (10) TP25.71x23.488x0.388 438.89 1105.03 0.397 0.00 1105.03 0.000 L11 113.125 - 112.125 (11) TP25.577x24.36x0.313 532.21 962.89 0.553 0.00 962.89 0.000 L12 112.125 - 107.125 (12) TP26.857x25.577x0.313 637.95 1063.63 0.600 0.00 1063.63 0.000 L13 107.125 - 102.125 (13) TP28.138x26.857x0.313 746.12 1169.38 0.638 0.00 1169.38 0.000 L14 102.125 - 97.125 (14) TP29.419x28.138x0.313 855.99 1280.14 0.669 0.00 1280.14 0.000 L15 97.125 - 92.125 (15) TP30.7x29.419x0.313 967.58 1388.28 0.697 0.00 1388.28 0.000 L16 92.125 - 84.7083 (16) TP32.6x30.7x0.313 1041.53 1447.22 0.720 0.00 1447.22 0.000 L17 84.7083 - 84.2917 (17) TP32.085x30.801x0.375 1162.03 1821.33 0.638 0.00 1821.33 0.000 L18 84.2917 - 79.2917 (18) TP33.37x32.085x0.375 1284.62 1972.78 0.651 0.00 1972.78 0.000 L19 79.2917 - 74.2917 (19) TP34.655x33.37x0.375 1409.06 2130.28 0.661 0.00 2130.28 0.000 L20 74.2917 - 69.2917 (20) TP35.939x34.655x0.375 1535.37 2293.82 0.669 0.00 2293.82 0.000 L21 69.2917 - 64.2917 (21) TP37.224x35.939x0.375 1663.54 2443.64 0.681 0.00 2443.64 0.000 L22 64.2917 - 59.2917 (22) TP38.508x37.224x0.375 1793.61 2595.20 0.691 0.00 2595.20 0.000 L23 59.2917 - 54.2917 (23) TP39.793x38.508x0.375 1925.57 2749.64 0.700 0.00 2749.64 0.000 L24 54.2917 - 49.2917 (24) TP41.077x39.793x0.375 2059.41 2906.80 0.708 0.00 2906.80 0.000 L25 49.2917 - 42.0417 (25) TP42.94x41.077x0.375 2095.42 2949.15 0.711 0.00 2949.15 0.000 L26 42.0417 - 41.0417 (26) TP42.448x40.67x0.375 2285.36 3077.35 0.743 0.00 3077.35 0.000 L27 41.0417 - 36.0417 (27) TP43.734x42.448x0.375 2425.18 3239.76 0.749 0.00 3239.76 0.000 L28 36.0417 - 31.0417 (28) TP45.019x43.734x0.375 2566.74 3404.43 0.754 0.00 3404.43 0.000 L29 31.0417 - 26.0417 (29) TP46.305x45.019x0.375 2709.97 3571.18 0.759 0.00 3571.18 0.000 L30 26.0417 - 21.0417 (30) TP47.59x46.305x0.375 2854.83 3739.87 0.763 0.00 3739.87 0.000 L31 21.0417 - 16.0417 (31) TP48.876x47.59x0.375 3001.25 3910.34 0.768 0.00 3910.34 0.000 L32 16.0417 - 11.0417 (32) TP50.161x48.876x0.375 3149.13 4082.43 0.771 0.00 4082.43 0.000 L33 11.0417 - 6.04167 (33) TP51.447x50.161x0.375 3298.47 4255.99 0.775 0.00 4255.99 0.000 L34 6.04167 - 1.04167 (34) TP52.732x51.447x0.375 3449.28 4430.86 0.778 0.00 4430.86 0.000 L35 1.04167 - 0 (35) TP53x52.732x0.375 3480.88 4467.44 0.779 0.00 4467.44 0.000 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 38 tnxTower Report - version 8.1.1.0 Pole Shear Design Data Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L1 162 - 157 (1) TP14.3x13x0.188 0.23 147.40 0.002 0.00 182.18 0.000 L2 157 - 152 (2) TP15.601x14.3x0.188 6.28 158.26 0.040 0.07 217.29 0.000 L3 152 - 147 (3) TP16.901x15.601x0.188 6.56 171.85 0.038 0.07 255.50 0.000 L4 147 - 142 (4) TP18.201x16.901x0.188 6.84 185.43 0.037 0.07 296.80 0.000 L5 142 - 137 (5) TP19.501x18.201x0.188 12.46 201.72 0.062 0.83 341.19 0.002 L6 137 - 132 (6) TP20.802x19.501x0.188 12.75 215.30 0.059 0.83 388.68 0.002 L7 132 - 126.9 (7) TP22.128x20.802x0.413 14.95 498.97 0.030 0.83 948.90 0.001 L8 126.9 - 126.67 (8) TP22.188x22.128x0.413 14.96 500.34 0.030 0.83 954.13 0.001 L9 126.67 - 121.67 (9) TP23.488x22.188x0.4 15.34 514.43 0.030 0.82 1040.14 0.001 L10 121.67 - 113.125 (10) TP25.71x23.488x0.388 19.11 525.54 0.036 0.82 1120.57 0.001 L11 113.125 - 112.125 (11) TP25.577x24.36x0.313 20.68 439.78 0.047 0.82 973.02 0.001 L12 112.125 - 107.125 (12) TP26.857x25.577x0.313 21.47 462.08 0.046 0.82 1074.18 0.001 L13 107.125 - 102.125 (13) TP28.138x26.857x0.313 21.81 484.38 0.045 0.82 1180.35 0.001 L14 102.125 - 97.125 (14) TP29.419x28.138x0.313 22.16 506.67 0.044 0.82 1291.52 0.001 L15 97.125 - 92.125 (15) TP30.7x29.419x0.313 22.50 528.97 0.043 0.82 1407.68 0.001 L16 92.125 - 84.7083 (16) TP32.6x30.7x0.313 23.87 541.60 0.044 1.74 1475.73 0.001 L17 84.7083 - 84.2917 (17) TP32.085x30.801x0.375 24.34 662.40 0.037 1.74 1839.50 0.001 L18 84.2917 - 79.2917 (18) TP33.37x32.085x0.375 24.71 689.23 0.036 1.74 1991.55 0.001 L19 79.2917 - 74.2917 (19) TP34.655x33.37x0.375 25.08 716.06 0.035 1.74 2149.64 0.001 L20 74.2917 - 69.2917 (20) TP35.939x34.655x0.375 25.46 742.89 0.034 1.74 2313.77 0.001 L21 69.2917 - 64.2917 (21) TP37.224x35.939x0.375 25.84 769.73 0.034 1.74 2483.93 0.001 L22 64.2917 - 59.2917 (22) TP38.508x37.224x0.375 26.21 796.56 0.033 1.74 2660.13 0.001 L23 59.2917 - 54.2917 (23) TP39.793x38.508x0.375 26.59 823.39 0.032 1.74 2842.37 0.001 L24 54.2917 - 49.2917 (24) TP41.077x39.793x0.375 26.97 850.23 0.032 1.74 3030.64 0.001 L25 49.2917 - 42.0417 (25) TP42.94x41.077x0.375 27.07 857.38 0.032 1.74 3081.88 0.001 L26 42.0417 - 41.0417 (26) TP42.448x40.67x0.375 27.81 878.86 0.032 1.69 3238.22 0.001 L27 41.0417 - 36.0417 (27) TP43.734x42.448x0.375 28.16 905.72 0.031 1.69 3439.13 0.000 L28 36.0417 - 31.0417 (28) TP45.019x43.734x0.375 28.50 932.57 0.031 1.69 3646.07 0.000 L29 31.0417 - 26.0417 (29) TP46.305x45.019x0.375 28.84 959.42 0.030 1.69 3859.07 0.000 L30 26.0417 - 21.0417 (30) TP47.59x46.305x0.375 29.16 986.27 0.030 1.69 4078.11 0.000 L31 21.0417 - 16.0417 (31) TP48.876x47.59x0.375 29.46 1013.13 0.029 1.69 4303.20 0.000 L32 16.0417 - 11.0417 (32) TP50.161x48.876x0.375 29.74 1039.98 0.029 1.69 4534.33 0.000 L33 11.0417 - 6.04167 (33) TP51.447x50.161x0.375 30.04 1066.83 0.028 1.69 4771.51 0.000 L34 6.04167 - 1.04167 (34) TP52.732x51.447x0.375 30.33 1093.68 0.028 1.69 5014.73 0.000 L35 1.04167 - 0 TP53x52.732x0.375 30.40 1099.28 0.028 1.69 5066.17 0.000 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 39 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn (35) Pole Interaction Design Data Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L1 162 - 157 (1) 0.000 0.003 0.000 0.002 0.000 0.003 1.050 4.8.2 L2 157 - 152 (2) 0.006 0.059 0.000 0.040 0.000 0.067 1.050 4.8.2 L3 152 - 147 (3) 0.006 0.177 0.000 0.038 0.000 0.184 1.050 4.8.2 L4 147 - 142 (4) 0.006 0.267 0.000 0.037 0.000 0.274 1.050 4.8.2 L5 142 - 137 (5) 0.011 0.402 0.000 0.062 0.002 0.417 1.050 4.8.2 L6 137 - 132 (6) 0.011 0.528 0.000 0.059 0.002 0.543 1.050 4.8.2 L7 132 - 126.9 (7) 0.006 0.291 0.000 0.030 0.001 0.297 1.050 4.8.2 L8 126.9 - 126.67 (8) 0.006 0.293 0.000 0.030 0.001 0.300 1.050 4.8.2 L9 126.67 - 121.67 (9) 0.006 0.342 0.000 0.030 0.001 0.349 1.050 4.8.2 L10 121.67 - 113.125 (10) 0.008 0.397 0.000 0.036 0.001 0.407 1.050 4.8.2 L11 113.125 - 112.125 (11) 0.011 0.553 0.000 0.047 0.001 0.566 1.050 4.8.2 L12 112.125 - 107.125 (12) 0.011 0.600 0.000 0.046 0.001 0.613 1.050 4.8.2 L13 107.125 - 102.125 (13) 0.011 0.638 0.000 0.045 0.001 0.651 1.050 4.8.2 L14 102.125 - 97.125 (14) 0.011 0.669 0.000 0.044 0.001 0.681 1.050 4.8.2 L15 97.125 - 92.125 (15) 0.011 0.697 0.000 0.043 0.001 0.710 1.050 4.8.2 L16 92.125 - 84.7083 (16) 0.011 0.720 0.000 0.044 0.001 0.733 1.050 4.8.2 L17 84.7083 - 84.2917 (17) 0.010 0.638 0.000 0.037 0.001 0.649 1.050 4.8.2 L18 84.2917 - 79.2917 (18) 0.010 0.651 0.000 0.036 0.001 0.663 1.050 4.8.2 L19 79.2917 - 74.2917 (19) 0.010 0.661 0.000 0.035 0.001 0.673 1.050 4.8.2 L20 74.2917 - 69.2917 (20) 0.010 0.669 0.000 0.034 0.001 0.681 1.050 4.8.2 L21 69.2917 - 64.2917 (21) 0.010 0.681 0.000 0.034 0.001 0.692 1.050 4.8.2 L22 64.2917 - 59.2917 (22) 0.010 0.691 0.000 0.033 0.001 0.703 1.050 4.8.2 L23 59.2917 - 54.2917 (23) 0.011 0.700 0.000 0.032 0.001 0.712 1.050 4.8.2 L24 54.2917 - 49.2917 (24) 0.011 0.708 0.000 0.032 0.001 0.720 1.050 4.8.2 L25 49.2917 - 42.0417 (25) 0.011 0.711 0.000 0.032 0.001 0.722 1.050 4.8.2 L26 42.0417 - 41.0417 (26) 0.011 0.743 0.000 0.032 0.001 0.755 1.050 4.8.2 L27 41.0417 - 36.0417 (27) 0.012 0.749 0.000 0.031 0.000 0.761 1.050 4.8.2 L28 36.0417 - 31.0417 (28) 0.012 0.754 0.000 0.031 0.000 0.767 1.050 4.8.2 L29 31.0417 - 26.0417 (29) 0.012 0.759 0.000 0.030 0.000 0.772 1.050 4.8.2 L30 26.0417 - 21.0417 (30) 0.012 0.763 0.000 0.030 0.000 0.776 1.050 4.8.2 L31 21.0417 - 16.0417 (31) 0.012 0.768 0.000 0.029 0.000 0.781 1.050 4.8.2 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 40 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L32 16.0417 - 11.0417 (32) 0.012 0.771 0.000 0.029 0.000 0.784 1.050 4.8.2 L33 11.0417 - 6.04167 (33) 0.012 0.775 0.000 0.028 0.000 0.788 1.050 4.8.2 L34 6.04167 - 1.04167 (34) 0.013 0.778 0.000 0.028 0.000 0.792 1.050 4.8.2 L35 1.04167 - 0 (35) 0.013 0.779 0.000 0.028 0.000 0.793 1.050 4.8.2 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 162 - 157 Pole TP14.3x13x0.188 1 -0.13 515.90 0.3 Pass L2 157 - 152 Pole TP15.601x14.3x0.188 2 -3.28 563.43 6.3 Pass L3 152 - 147 Pole TP16.901x15.601x0.188 3 -3.55 610.96 17.6 Pass L4 147 - 142 Pole TP18.201x16.901x0.188 4 -3.85 658.49 26.1 Pass L5 142 - 137 Pole TP19.501x18.201x0.188 5 -7.11 706.03 39.7 Pass L6 137 - 132 Pole TP20.802x19.501x0.188 6 -7.57 753.56 51.7 Pass L7 132 - 126.9 Pole TP22.128x20.802x0.413 7 -9.79 1746.39 28.3 Pass L8 126.9 - 126.67 Pole TP22.188x22.128x0.413 8 -9.83 1751.20 28.5 Pass L9 126.67 - 121.67 Pole TP23.488x22.188x0.4 9 -10.59 1800.51 33.2 Pass L10 121.67 - 113.125 Pole TP25.71x23.488x0.388 10 -14.16 1839.39 38.7 Pass L11 113.125 - 112.125 Pole TP25.577x24.36x0.313 11 -15.51 1539.24 53.9 Pass L12 112.125 - 107.125 Pole TP26.857x25.577x0.313 12 -16.42 1617.27 58.4 Pass L13 107.125 - 102.125 Pole TP28.138x26.857x0.313 13 -17.30 1695.32 62.0 Pass L14 102.125 - 97.125 Pole TP29.419x28.138x0.313 14 -18.20 1773.36 64.9 Pass L15 97.125 - 92.125 Pole TP30.7x29.419x0.313 15 -19.13 1851.39 67.6 Pass L16 92.125 - 84.7083 Pole TP32.6x30.7x0.313 16 -20.20 1895.61 69.8 Pass L17 84.7083 - 84.2917 Pole TP32.085x30.801x0.375 17 -21.83 2318.39 61.8 Pass L18 84.2917 - 79.2917 Pole TP33.37x32.085x0.375 18 -22.94 2412.30 63.1 Pass L19 79.2917 - 74.2917 Pole TP34.655x33.37x0.375 19 -24.10 2506.21 64.1 Pass L20 74.2917 - 69.2917 Pole TP35.939x34.655x0.375 20 -25.29 2600.14 64.8 Pass L21 69.2917 - 64.2917 Pole TP37.224x35.939x0.375 21 -26.51 2694.05 65.9 Pass L22 64.2917 - 59.2917 Pole TP38.508x37.224x0.375 22 -27.76 2787.96 66.9 Pass L23 59.2917 - 54.2917 Pole TP39.793x38.508x0.375 23 -29.04 2881.88 67.8 Pass L24 54.2917 - 49.2917 Pole TP41.077x39.793x0.375 24 -30.35 2975.79 68.6 Pass L25 49.2917 - 42.0417 Pole TP42.94x41.077x0.375 25 -30.70 3000.84 68.8 Pass L26 42.0417 - 41.0417 Pole TP42.448x40.67x0.375 26 -33.69 3076.02 71.9 Pass L27 41.0417 - 36.0417 Pole TP43.734x42.448x0.375 27 -35.07 3170.00 72.5 Pass L28 36.0417 - 31.0417 Pole TP45.019x43.734x0.375 28 -36.49 3263.99 73.0 Pass L29 31.0417 - 26.0417 Pole TP46.305x45.019x0.375 29 -37.94 3357.97 73.5 Pass L30 26.0417 - Pole TP47.59x46.305x0.375 30 -39.42 3451.96 73.9 Pass 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 41 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail 21.0417 L31 21.0417 - 16.0417 Pole TP48.876x47.59x0.375 31 -40.93 3545.94 74.3 Pass L32 16.0417 - 11.0417 Pole TP50.161x48.876x0.375 32 -42.47 3639.92 74.7 Pass L33 11.0417 - 6.04167 Pole TP51.447x50.161x0.375 33 -44.04 3733.90 75.1 Pass L34 6.04167 - 1.04167 Pole TP52.732x51.447x0.375 34 -45.65 3827.89 75.4 Pass L35 1.04167 - 0 Pole TP53x52.732x0.375 35 -45.98 3847.47 75.5 Pass Summary Pole (L35) 75.5 Pass RATING = 75.5 Pass *NOTE: Above stress ratios for reinforced sections are approximate. More exact calculations are presented in Appendix C. 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 42 tnxTower Report - version 8.1.1.0 APPENDIX B BASE LEVEL DRAWING 162 Ft Monopole Tower Structural Analysis Project Number 2186165, Order 640495, Revision 1 January 5, 2023 CCI BU No 800530 Page 43 tnxTower Report - version 8.1.1.0 APPENDIX C ADDITIONAL CALCULATIONS H Site BU: Work Order: Pole Geometry Copyright © 2019 Crown Castle 1 2 3 4 Reinforcement Configuration 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 x x x 2 3 4 5 6 7 8 9 10 Reinforcement Details 1 B (in) 4.5 H (in) 1 Gross Area (in2) 4.5 Pole Face to Centroid (in) 0.5 Bottom Termination Type PC 8.8 - M20 (100) Net Area (in2) 3126.92115.92 Bottom Termination Length (in) 24 1.1875 Bolt Hole Size (in) Bottom Effective Elevation (ft)Type plate Top Effective Elevation (ft) Reinforcement Material A572-65 Pole Material 25.71 47.958333 48.875 32.166667 47.25 47.958333 0.1875 32.6 0.3125 0.375 0.375 13 24.36 30.80 40.67 162 116.875 89.291666 Pole Height Above Base (ft) A572-6518 18 3.75 4.583333 42.94 53 5.916667 0 18 18 Section Length (ft) Lap Splice Length (ft) A572-65 A572-65 A572-65 Auto Auto Auto 3.250 Lu (in) 20.000 800530 CCI-AFP-045100 Model Number of Sides 2186165 Bottom Diameter (in) Number Bend Radius (in) Auto Wall Thickness (in) 24.000 Top Termination Length (in) Top Diameter (in) Top Termination Type PC 8.8 - M20 (100) per TIA-222- CCIpole - version 4.5.8 Analysis Date: 12/6/2022Page 1 TNX Geometry Input 5 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - 22 - 23 - 24 - 25 - 26 - 27 - 28 - 29 - 30 - 31 - 32 - 33 - 34 - 35 - 10 18 A572-65 1.000 1.000 1.000 1.000 A572-65 Weight Multiplier 1.000 0.934 0.933 0.934 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.939 1.000 A572-65 0.3125 1.000 43.734 5 18 13.000 Tapered Pole Grade A572-65 A572-65 A572-65 A572-65 A572-65 5 18 Section Height (ft)Section Length (ft) Lap Splice Length (ft)Number of Sides Top Diameter (in) Bottom Diameter (in) 14.300162157 157 152 147 142 152 147 Increment (ft): 0.1875 18 14.300 15.601 Wall Thickness (in) 0.1875 5 18 15.601 16.901 0.1875 5 0.18755 18 19.501 20.802 0.1875 16.901 18.201 18.201 19.501 0.1875 18 A572-65 5.1 18 20.802 22.128 0.4125 A572-65 5 23.488 0.4 A572-65 0.23 18 22.128 22.188 0.4125 8.545 3.75 18 23.488 25.710 A572-65 5 18 22.188 4.75 18 24.360 25.577 0.3125 0.3875 A572-65 A572-65 0.3125 A572-65 18 26.857 28.138 0.3125 18 25.577 26.857 A572-65 5 5 18 28.138 29.419 0.3125 A572-65 5 102.125 97.125 5 18 29.41997.125 92.125 0.375 A572-65 30.700 0.3125 4.583333 18 30.700 32.60092.125 89.29167 89.29167 84.29167 5 18 30.801 32.085 5 18 7.416667 5 18 33.370 34.655 0.375 18 34.655 35.939 0.375 A572-65 A572-65 0.375 A572-65 38.508 0.375 A572-65 5 18 35.939 37.224 0.375 32.085 33.370 5 6.916667 18 40.670 42.448 18 43.734 45.019 5 18 38.508 A572-65 5 5 18 37.224 39.793 0.375 18 39.793 41.077 A572-65 0.375 A572-65 36.04167 31.04167 31.04167 26.04167 7.25 5.916667 18 41.077 42.940 0.375 A572-65 A572-65 5 5 18 46.305 5 18 42.448 0.375 A572-65 A572-65 0.375 A572-65 52.732 A572-65 0.375 A572-65 0.375 A572-65 5 18 45.019 46.305 0.375 5 5 18 51.447 5 18 47.590 48.876 0.375 18 48.876 50.161 5 A572-6518 1.041666 18 0.375 47.590 0.375 A572-65 A572-6553.000 0.375 52.732 50.161 51.447 0.375 142 137 137 132 132 126.9 126.9 126.67 126.67 121.67 121.67 116.875 116.875 112.125 112.125 107.125 107.125 102.125 79.29167 74.29167 84.29167 79.29167 74.29167 69.29167 69.29167 64.29167 59.29167 54.29167 64.29167 59.29167 54.29167 49.29167 49.29167 47.95833 41.04167 36.04167 47.95833 41.04167 21.04167 16.04167 26.04167 21.04167 16.04167 11.04167 11.04167 6.041666 1.041666 0 6.041666 1.041666 Export to TNX CCIpole - version 4.5.8 Analysis Date: 12/6/2022Page 2 TNX Section Forces 5 Pu (K) Mux (kip- ft)Vu (K) ###1 -0.13 0.56 0.23 ###2 -3.28 12.66 6.28 ###3 -3.55 44.75 6.56 ###4 -3.85 78.24 6.84 ###5 -7.11 133.31 12.46 ###6 -7.57 196.32 12.75 ###7 -9.79 271.16 14.95 ###8 -9.83 274.60 14.96 ###9 -10.59 350.32 15.34 ###10 -14.16 438.89 19.11 ###11 -15.51 532.21 20.68 ###12 -16.42 637.95 21.47 ###13 -17.30 746.12 21.81 ###14 -18.20 855.99 22.16 ###15 -19.13 967.59 22.50 ###16 -20.20 1041.53 23.87 ###17 -21.83 1162.03 24.34 ###18 -22.94 1284.62 24.71 ###19 -24.10 1409.06 25.08 ###20 -25.29 1535.36 25.46 ###21 -26.51 1663.54 25.84 ###22 -27.76 1793.61 26.21 ###23 -29.04 1925.57 26.59 ###24 -30.35 2059.41 26.97 ###25 -30.70 2095.42 27.07 ###26 -33.68 2285.36 27.81 ###27 -35.07 2425.19 28.16 ###28 -36.49 2566.74 28.50 ###29 -37.94 2709.97 28.84 ###30 -39.42 2854.84 29.16 ###31 -40.93 3001.25 29.46 ###32 -42.47 3149.14 29.74 ###33 -44.04 3298.47 30.04 ###34 -45.65 3449.28 30.33 ###35 -45.98 3480.88 30.40 10 TNX Output Section Height (ft) 162 157 157 152 147 142 152 147 Increment (ft): 102.125 97.125 97.125 92.125 92.125 89.29167 89.29167 84.29167 36.04167 31.04167 31.04167 26.04167 142 137 137 132 132 126.9 126.9 126.67 126.67 121.67 121.67 116.875 116.875 112.125 112.125 107.125 107.125 102.125 79.29167 74.29167 84.29167 79.29167 74.29167 69.29167 69.29167 64.29167 59.29167 54.29167 64.29167 59.29167 54.29167 49.29167 49.29167 47.95833 41.04167 36.04167 47.95833 41.04167 21.04167 16.04167 26.04167 21.04167 16.04167 11.04167 11.04167 6.041666 1.041666 0 6.041666 1.041666 CCIpole - version 4.5.8 Analysis Date: 12/6/2022Page 3 Analysis Results Reinforcement 67.5%Pass 49.6%Pass Overall 75.5%Pass Summary Pole 75.5%Pass Pole TP18.201x16.901x0.1875 Pole 26.1%Pass 39.6% Pole + Reinf.TP22.188x22.128x0.4125 Reinf. 1 Tension Rupture Pole TP26.857x25.577x0.3125 Pole Pole TP32.6x30.7x0.3125 Pole Pole TP35.939x34.655x0.375 Pole Pole TP41.077x39.793x0.375 Pole Pole TP45.019x43.734x0.375 Pole Pole TP50.161x48.876x0.375 Pole Pole Pole Component Type Size Critical Element % Capacity Pass / Fail 0.3%PassPoleTP14.3x13x0.1875 Pole Pole TP15.601x14.3x0.1875 Pole 6.3%Pass 17.5%PassTP16.901x15.601x0.1875 Pole Pole 51.7%Pass Pass Pole + Reinf.TP22.128x20.802x0.4125 Reinf. 1 Tension Rupture 49.2%Pass 147 - 142 142 - 137 137 - 132 132 - 126.9 Pole TP19.501x18.201x0.1875 Pole TP20.802x19.501x0.1875 Pole + Reinf.TP23.488x22.188x0.4 Reinf. 1 Tension Rupture 58.1%Pass Pole + Reinf.TP25.71x23.488x0.3875 Reinf. 1 Tension Rupture 67.5%Pass Pole TP25.577x24.36x0.3125 Pole 53.8%Pass 58.3%Pass Pole TP28.138x26.857x0.3125 Pole 61.9%Pass Pole TP29.419x28.138x0.3125 Pole 64.9%Pass Pole TP30.7x29.419x0.3125 Pole 67.6%Pass 69.8%Pass Pole TP32.085x30.801x0.375 Pole 61.8%Pass Pole TP33.37x32.085x0.375 Pole 63.1%Pass Pole TP34.655x33.37x0.375 Pole 64.0%Pass 64.8%Pass Pole TP37.224x35.939x0.375 Pole 65.9%Pass Pole TP38.508x37.224x0.375 Pole 66.9%Pass Pole TP39.793x38.508x0.375 Pole 67.8%Pass 68.6%Pass Pole TP42.94x41.077x0.375 Pole 68.8%Pass Pole TP42.448x40.67x0.375 Pole 71.9%Pass Pole TP43.734x42.448x0.375 Pole 72.5%Pass 73.0%Pass Pole TP46.305x45.019x0.375 Pole 73.5%Pass Pole TP47.59x46.305x0.375 Pole 73.9%Pass Pole TP48.876x47.59x0.375 Pole 74.3%Pass 74.7%Pass Pole TP51.447x50.161x0.375 Pole 75.1%Pass Pole TP52.732x51.447x0.375 Pole 75.4%Pass Pole TP53x52.732x0.375 Pole 75.5%Pass Elevation (ft) 162 - 157 157 - 152 152 - 147 126.9 - 126.67 126.67 - 121.67 121.67 - 116.88 116.88 - 112.13 112.13 - 107.13 107.13 - 102.13 102.13 - 97.13 97.13 - 92.13 92.13 - 89.29 89.29 - 84.29 84.29 - 79.29 79.29 - 74.29 74.29 - 69.29 69.29 - 64.29 64.29 - 59.29 59.29 - 54.29 54.29 - 49.29 49.29 - 47.96 47.96 - 41.04 41.04 - 36.04 36.04 - 31.04 31.04 - 26.04 26.04 - 21.04 21.04 - 16.04 16.04 - 11.04 11.04 - 6.04 6.04 - 1.04 1.04 - 0 CCIpole - version 4.5.8 Analysis Date: 12/6/2022Page 4 Additional Calculations Pole R1 162 - 157 0.3% 157 - 152 6.3% 152 - 147 17.5% 147 - 142 26.1% 142 - 137 39.6% 137 - 132 51.7% 132 - 126.9 29.3%49.2% 126.9 - 126.67 29.6%49.6% 126.67 - 121.67 35.4%58.1% 121.67 - 116.88 42.0%67.5% 116.88 - 112.13 53.8% 112.13 - 107.13 58.3% 107.13 - 102.13 61.9% 102.13 - 97.13 64.9% 97.13 - 92.13 67.6% 92.13 - 89.29 69.8% 89.29 - 84.29 61.8% 84.29 - 79.29 63.1% 79.29 - 74.29 64.0% 74.29 - 69.29 64.8% 69.29 - 64.29 65.9% 64.29 - 59.29 66.9% 59.29 - 54.29 67.8% 54.29 - 49.29 68.6% 49.29 - 47.96 68.8% 47.96 - 41.04 71.9% 41.04 - 36.04 72.5% 36.04 - 31.04 73.0% 31.04 - 26.04 73.5% 26.04 - 21.04 73.9% 21.04 - 16.04 74.3% 16.04 - 11.04 74.7% 11.04 - 6.04 75.1% 6.04 - 1.04 75.4% 1.04 - 0 75.5% Note: Section capacity checked using 5 degree increments. *Rating per TIA-222-H Section 15.5. 11.49 12.27 n/a n/a 8.40 9.17 9.95 10.72 Reinf.Total Moment of Inertia (in4)Area (in2) n/a n/a n/a n/a 439 439 10.72 541 541 11.49 Reinf. n/a n/a n/a n/a n/a 658 658 12.27 794 1708 13.06 351 351 9.95 Pole Total Pole 211 211 8.40 275 275 9.17 800 1720 13.09 951 1975 13.87 1112 2241 14.61 2020 2020 25.06 n/a 915 919 1024 1130 n/a 2343 2343 26.33 2699 2699 27.60 3089 3089 28.87 3515 3515 30.14 3773 3773 30.86 4793 4793 37.74n/a n/a n/a n/a n/a n/a 5400 5400 39.27 6055 6055 40.80 6762 6762 42.33 7521 7521 43.86 8336 8336 45.39 9207 9207 46.92 n/a n/a n/a n/a n/a n/a 10136 10136 48.44 10394 10394 48.85 11195 11195 50.08 12253 12253 51.61 13376 13376 53.14 14565 14565 54.67 n/a n/a n/a n/a n/a n/a 15822 15822 56.20 17150 17150 57.73 18550 18550 59.26 20024 20024 60.79 21575 21575 62.32 21908 21908 62.63 n/a n/a n/a n/a n/a n/a 13.50 26.56 13.50 26.59 13.50 27.37 13.50 28.11 n/a 25.06 n/a 26.33 n/a 27.60 n/a 28.87 n/a 30.14 n/a 30.86 n/a 37.74 n/a 39.27 n/a 40.80 n/a 42.33 n/a 43.86 n/a 45.39 n/a 46.92 n/a 48.44 n/a 48.85 n/a 50.08 n/a 51.61 n/a 53.14 n/a 54.67 n/a 56.20 n/a 57.73 n/a 59.26 n/a 60.79 n/a 62.32 n/a 62.63 % Capacity* (100% Max. Allowable)Section Elevation (ft) CCIpole - version 4.5.8 Analysis Date: 12/6/2022Page 5 Monopole Base Plate Connection *TIA-222-H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (16) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 62" BC Pu_t = 165.47 φPn_t = 243.75 Stress Rating Vu = 1.9 φVn = 149.1 64.7% Base Plate Data Mu = n/a φMn = n/a Pass 68" OD x 2" Plate (A871 Gr. 60; Fy=60 ksi, Fu=75 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):45.02 (Flexural) N/A Allowable Stress (ksi):54 Stress Rating:79.4%Pass Pole Data 53" x 0.375" 18-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) 45.98 30.40 Adjusted Pole Reactions BU # 800530 Applied Loads Site Name MA Northapton II CAC 800530 Order # 640495 Rev 1 Analysis Considerations Site Info TIA-222 Revision H Grout Considered:No Analysis ResultsConnection Properties Iar (in) 1 Moment (kip-ft) 3480.88 Axial Force (kips) 45.98 Shear Force (kips) 30.40 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 Analysis Date: 12/6/2022CCIplate - Version 4.1.2 Tower Type: 46 kips Capacity Demand Rating*Check 30.38 kips 511.45 0.00 0.0%Pass 291.07 30.38 9.9%Pass 6.00 2.62 43.6%Pass 3480.88 ft-kips 5161.41 3701.77 71.7%Pass 162 ft 4721.66 3602.40 72.7%Pass 20 ft 558.49 0.00 0.0%Pass 3.25 in 24494.62 73.71 0.3%Pass 14 in 4760.65 1472.47 29.5%Pass 860.65 235.71 26.1%Pass 0.190 0.036 18.0%Pass Circular 4758.96 2161.44 43.3%Pass 7 ft 0.190 0.000 0.0%Pass 1 ft 4758.96 0.00 0.0%Pass 8 36 4 Structural Rating*:72.7% 5 Soil Rating*:71.7% Tie 3 in 6 ft 24 ft 3 ft 8 22 8 44 3 in 60 ksi 4 ksi 150 pcf 125 pcf 8.000 ksf <--Toggle between Gross and Net 0.000 ksf 34 degrees 34 0.6 4.00 ft No 11 ft Uplift, Puplift: Base Shear, Vu_comp: Groundwater Depth, gw: Rebar Grade, Fy: Dry Concrete Density, δc: Depth, D: Pad Width, W1: Pad Thickness, T: Pad Clear Cover, ccpad: Material Properties Soil Properties Friction Angle, ϕ: Moment, Mu: Flexural 2-way (Tension) (kip*ft) Pad Shear - 2-way (Uplift) (ksi) Pier Properties BP Dist. Above Fdn, bpdist: Bolt Circle / Bearing Plate Width, BC: Flexural 2-way (Comp) (kip*ft) Block Foundation?: Pad Shear - 2-way (Comp) (ksi) Pier Flexure (Tension) (kip*ft) Overturning (kip*ft) Pad Flexure (kip*ft) Pad Shear - 1-way (kips) Pier Compression (kip) Rectangular Pad?: Pier and Pad Foundation BU # : Site Name: Compression, Pcomp: TIA-222 Revision: App. Number: Superstructure Analysis Reactions H Monopole 800530 MA Northampton II CAC 800530 640495 Rev 1 Pier Flexure (Comp.) (kip*ft) Lateral (Sliding) (kips) Bearing Pressure (ksf) Uplift (kips) Foundation Analysis Checks Neglected Depth, N: Uplift Shear, Vu_uplift: Pier Shape: Tower Height, H: Base Face Width, BW: Cohesion, Cu: Ultimate Gross Bearing, Qult: Pad Rebar Size (Top dir.2), Sptop2: Pad Rebar Quantity (Top dir. 2), mptop2: Pad Rebar Quantity (Bottom dir. 2), mp2: Pad Rebar Size (Bottom dir. 2), Sp2: Total Soil Unit Weight, γ: Top & Bot. Pad Rein. Different?: *Rating per TIA-222-H Section 15.5 Foundation Bearing on Rock? SPT Blow Count, Nblows: Base Friction, μ: Pier Diameter, dpier: Ext. Above Grade, E: Pier Rebar Size, Sc: Pier Rebar Quantity, mc: Concrete Compressive Strength, F'c: Pier Tie/Spiral Quantity, mt: Pier Reinforcement Type: Pier Clear Cover, ccpier: Pad Properties Pier Tie/Spiral Size, St: Version 4.1.1 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-10 Risk Category:II Soil Class:D - Stiff Soil Elevation:117.96 ft (NAVD 88) Latitude: Longitude: 42.302714 -72.625206 Wind Results: Wind Speed: 117 Vmph 10-year MRI 76 Vmph 25-year MRI 85 Vmph 50-year MRI 90 Vmph 100-year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1–CC-4, and Section 26.5.2, incorporating errata of March 12, 2014 Date Accessed: Thu Apr 15 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. Glazed openings need not be protected against wind-borne debris. Page 1 of 3https://asce7hazardtool.online/Thu Apr 15 2021 SS : 0.171 S1 : 0.066 F a : 1.6 F v : 2.4 SMS : 0.273 SM1 : 0.158 SDS : 0.182 SD1 : 0.106 T L : 6 PGA : 0.081 PGA M : 0.13 F PGA : 1.6 Ie : 1 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Stiff Soil B Data Accessed: Date Source: Thu Apr 15 2021 USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. Page 2 of 3https://asce7hazardtool.online/Thu Apr 15 2021 Ice Results: Data Source: Date Accessed: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed: 50 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Thu Apr 15 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Thu Apr 15 2021