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tnxTower Report - version 8.1.1.0 Date: December 07, 2021 B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: IN0141 Site Name: CARMEL EAST FA Number: 10023935 Crown Castle Designation: BU Number: 877635 Site Name: Carmel - Plum Creek JDE Job Number: 667839 Work Order Number: 2047380 Order Number: 569101 Rev. 1 Engineering Firm Designation: B+T Group Project Number: 136349.004.01 Site Data: 5484 E 126th St, Carmel, Hamilton County, IN Latitude 39° 58' 20.34'', Longitude -86° 4' 10.02'' 118.5 Foot - Monopole B+T Group is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 115 mph as required by the Indiana Building Code (2012 IBC with Amendments). Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Daniel Hast, E.I. Respectfully submitted by:B+T Engineering, Inc. Chad E. Tuttle, P.E. 118.5 Ft Monopole Structural Analysis Project Number 136349.004.01, Order 569101, Revision 1 December 07, 2021 CCI BU No 877635 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 118.5 Ft Monopole Structural Analysis Project Number 136349.004.01, Order 569101, Revision 1 December 07, 2021 CCI BU No 877635 Page 3 tnxTower Report - version 8.1.1.0 1) INTRODUCTION This is a 118.5 ft Monopole designed by FWT, INC. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 115 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 2 in Wind Speed with Ice: 40 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) 91.0 93.0 3 Ericsson AIR 6419 B77G 5 10 4 1 3/8 7/8 3/4 1/2 91.0 6 Ace XXQLH-654L8H8-IVT 3 Ericsson RADIO 4449 B5/B12 3 Ericsson RRUS 32 B2 3 Ericsson RRUS 32 B30 3 Ericsson RRUS 32 B66 3 Ericsson RRUS 4478 B14 1 Raycap DC6-48-60-18-8F 2 Raycap DC9-48-60-24-8C-EV_CCIV2 1 -- Platform Mount [LP 303-1_HR-1] 89.0 3 Ericsson AIR 6449 B77D Table 2 - Other Considered Equipment Mounting Level (ft) Center Line 118.5 Ft Monopole Structural Analysis Project Number 136349.004.01, Order 569101, Revision 1 December 07, 2021 CCI BU No 877635 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) 99.0 99.0 1 -- Side Arm Mount [SO 102-3] -- -- 75.0 75.0 6 Andrew 641280-DF 12 7/8 3 Andrew LNX-6514DS-VTM 3 ANTEL BXD-63606380CF 1 -- Side Arm Mount [SO 102-3] 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Reference Source Tower Manufacturer Drawing 1959918 CCI Sites Mount Analysis Report 10087828 CCI Sites Foundation Drawing 1472998 CCI Sites Geotech Report 1609467 CCI Sites Crown CAD Package Date: 11/30/2021 CCI Sites 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. 3.2) Assumptions 1) The 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. B+T Group 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 P (K) SF*P_allow (K) 118.5 Ft Monopole Structural Analysis Project Number 136349.004.01, Order 569101, Revision 1 December 07, 2021 CCI BU No 877635 Page 5 tnxTower Report - version 8.1.1.0 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 Anchor Rods Base 69.0 Pass 1,2 Base Plate Base 36.4 Pass 1,2 Base Foundation (Structure) Base 43.1 Pass 1,2 Base Foundation (Soil Interaction) Base 31.7 Pass Structure Rating (max from all components) = 97.4% Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity listed. 2) Rating per TIA-222-H Section 15.5. 4.1) Recommendations The tower and its foundations have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. APPENDIX A TNXTOWER OUTPUT B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Job: 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: SACHIN App'd: Code: TIA-222-H Date: 12/03/21 Scale: NTS Path: C:\Users\SOWRAB\Desktop\136349_877635_Carmel- Plum Creek---Sachin---Akshay\Tnx_004_01\136349_004_01_Carmel-_Plum_Creek_IN.eri Dwg No. E-1 118.5 ft 76.5 ft 37.5 ft 0.0 ft REACTIONS - 115 mph WIND TORQUE 1 kip-ft 24 K SHEAR 2061 kip-ft MOMENT 28 K AXIAL 40 mph WIND - 2.000 in ICE TORQUE 0 kip-ft 5 K SHEAR 475 kip-ft MOMENT 60 K AXIAL ARE FACTORED ALL REACTIONS Section 3 2 1 Length (ft) 41.500 42.000 42.000 Number of Sides 12 12 12 Thickness (in) 0.375 0.313 0.188 Socket Length (ft) 4.000 3.000 Top Dia (in) 29.909 22.209 14.050 Bot Dia (in) 39.000 31.410 23.240 Grade A572-65 Weight (K) 11.2 5.8 3.8 1.6 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Hamilton County, Indiana. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 115 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 40 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 0.000 ft 8. TIA-222-H Annex S B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Job: 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: SACHIN App'd: Code: TIA-222-H Date: 12/03/21 Scale: NTS Path: C:\Users\SOWRAB\Desktop\136349_877635_Carmel- Plum Creek---Sachin---Akshay\Tnx_004_01\136349_004_01_Carmel-_Plum_Creek_IN.eri Dwg No. E-4 0 0 5 5 10 10 15 15 20 20 25 25 Global Mast Shear (K) 118.500 76.500 37.500 0.000 Elevation (ft) 0 0 500 500 1000 1000 1500 1500 2000 2000 2500 2500 Global Mast Moment (kip-ft) 118.500 76.500 37.500 0.000 TIA-222-H - 115 mph/40 mph 2.000 in Ice Exposure C Maximum Values Vx Vz Mx Mz B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Job: 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: SACHIN App'd: Code: TIA-222-H Date: 12/03/21 Scale: NTS Path: C:\Users\SOWRAB\Desktop\136349_877635_Carmel- Plum Creek---Sachin---Akshay\Tnx_004_01\136349_004_01_Carmel-_Plum_Creek_IN.eri Dwg No. E-5 TIA-222-H - Service - 60 mph Maximum Values 0 0 50 50 Deflection (in) 118.500 76.500 37.500 0.000 Elevation (ft) 0 0 0.5 0.5 1 1 1.5 1.5 2 2 2.5 2.5 Tilt (deg) 0 0 0.05 0.05 0.1 0.1 Twist (deg) 118.500 76.500 37.500 0.000 B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Job: 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: SACHIN App'd: Code: TIA-222-H Date: 12/03/21 Scale: NTS Path: C:\Users\SOWRAB\Desktop\136349_877635_Carmel- Plum Creek---Sachin---Akshay\Tnx_004_01\136349_004_01_Carmel-_Plum_Creek_IN.eri Dwg No. E-7 Feed Line Distribution Chart 0' - 118'6" Round Flat App In Face App Out Face Truss Leg Face A 76.500 37.500 0.000 118.500 Elevation (ft) Safety Line 3/8 Face B 114.000 102.000 91.000 75.000 (4) SPRINT NMP_HYBRID CABLE(1-1/2) (6) AVA5-50(7/8) (6) FLC 78-50J(7/8) Face C 76.500 37.500 0.000 118.500 114.000 102.000 91.000 75.000 LDF4-50A(1/2) CU12PSM6P4XXX(1-3/4) LDF2-50A(3/8) (6) LDF5-50A(7/8) (2) PWRT-606-S(7/8) (2) FB-L98B-034-XXXXXX(3/8) (2) RLSS 8AWG DC(3/4) (2) WR-VG86ST-BRD(3/4) LDF4-50A(1/2) (2) PWRT-606-S(7/8) (2) RFFT-48SM-001-XXX(3/8) 2" Rigid Conduit ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 1 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN 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 Hamilton County, Indiana. Tower base elevation above sea level: 755.000 ft. Basic wind speed of 115 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.000 ft. Nominal ice thickness of 2.000 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 50.000 °F. Deflections calculated using a wind speed of 60 mph. TIA-222-H Annex S. 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 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 2 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Tapered Pole Section Geometry 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 118.500-76.500 42.000 3.000 12 14.050 23.240 0.188 0.750 A572-65 (65 ksi) L2 76.500-37.500 42.000 4.000 12 22.209 31.410 0.313 1.250 A572-65 (65 ksi) L3 37.500-0.000 41.500 12 29.909 39.000 0.375 1.500 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 3 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft Weight klf ***** LDF4-50A(1/2) C No No Inside Pole 114.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ***** LDF2-50A(3/8) C No No Inside Pole 91.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 4 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Feed Line/Linear Appurtenances Section Areas Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 118.500-76.500 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.575 18.900 4.463 0.000 0.000 0.000 0.009 0.168 0.233 L2 76.500-37.500 A B C 0.000 0.000 0.000 0.000 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 5 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 29 Safety Line 3/8 76.50 - 118.50 1.0000 1.0000 L2 3 SPRINT NMP_HYBRID CABLE(1-1/2) 37.50 - 76.50 1.0000 1.0000 L2 9 CU12PSM6P4XXX(1-3/4) 37.50 - 76.50 1.0000 1.0000 L2 27 FLC 78-50J(7/8) 37.50 - 75.00 1.0000 1.0000 L2 29 Safety Line 3/8 37.50 - 76.50 1.0000 1.0000 L3 3 SPRINT NMP_HYBRID CABLE(1-1/2) 0.00 - 37.50 1.0000 1.0000 L3 9 CU12PSM6P4XXX(1-3/4) 0.00 - 37.50 1.0000 1.0000 L3 27 FLC 78-50J(7/8) 0.00 - 37.50 1.0000 1.0000 L3 29 Safety Line 3/8 0.00 - 37.50 1.0000 1.0000 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 6 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.000 0.000 1/2'' Ice 1'' Ice 2'' Ice 3.332 3.562 4.045 1.545 1.719 2.087 0.077 0.103 0.164 RRH-C2A W/EXT FILTER C From Leg 4.000 0.000 0.000 0.000 120.000 No Ice ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 7 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.000 1'' Ice 2'' Ice 9.040 10.110 5.160 6.120 0.292 0.522 MX08FRO665-21 w/ Mount Pipe B From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.010 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 8 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 1'' Ice 2'' Ice 4.750 5.900 4.750 5.900 0.135 0.195 ***** (2) XXQLH-654L8H8-IVT A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 11.100 11.790 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 9 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.000 1'' Ice 2'' Ice 1.972 2.329 1.597 1.924 0.110 0.159 RADIO 4449 B5/B12 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.644 1.804 1.972 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 10 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 2'' Ice 1.814 1.814 0.072 4' x 2'' Pipe Mount B From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.785 1.028 1.281 1.814 0.785 1.028 1.281 1.814 0.029 0.035 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 11 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 2'' Ice 0.386 0.475 0.030 (2) 641280-DF C From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.120 0.175 0.238 0.386 0.158 0.226 0.302 0.475 0.004 0.008 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 12 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Comb. No. Description 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 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 13 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Vy 8 20.507 -1118.512 11.987 Max. Vx 2 -19.703 -13.026 1073.136 Max. Torque 4 0.605 L3 37.5 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -60.171 -2.423 2.699 Max. Mx 8 -28.222 -2025.495 19.655 Max. My 2 -28.224 -21.707 1946.770 Max. Vy 8 23.076 -2025.495 19.655 Max. Vx 2 -22.301 -21.707 1946.770 Max. Torque 4 0.600 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 30 60.171 -4.630 0.022 Max. Hx 21 21.186 23.027 -0.178 Max. Hz 3 21.186 -0.193 22.271 Max. Mx 2 1946.770 -0.193 22.271 Max. Mz 8 2025.495 -23.044 0.178 Max. Torsion 4 0.598 -11.422 19.396 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 14 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft 0.9 Dead+1.0 Wind 120 deg - No Ice 21.186 20.712 11.745 997.381 -1768.246 -0.130 1.2 Dead+1.0 Wind 150 deg - No Ice 28.248 11.113 19.218 1678.091 -971.993 0.195 0.9 Dead+1.0 Wind 150 deg - No Ice 21.186 11.113 19.218 1652.979 -957.243 0.181 1.2 Dead+1.0 Wind 180 deg - No Ice 28.248 -0.163 22.271 1945.982 16.836 0.431 0.9 Dead+1.0 Wind 180 deg - No Ice 21.186 -0.163 22.271 1916.845 16.706 0.419 1.2 Dead+1.0 Wind 210 deg - No Ice 28.248 -11.412 19.398 1697.332 1002.975 0.558 0.9 Dead+1.0 Wind 210 deg - No Ice 21.186 -11.412 19.398 1671.918 988.008 0.551 1.2 Dead+1.0 Wind 240 deg - No Ice 28.248 -19.605 11.322 993.359 1720.281 0.558 0.9 Dead+1.0 Wind 240 deg - No Ice 21.186 -19.605 11.322 978.511 1694.530 0.558 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 15 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead+Wind 180 deg - Service 23.540 -0.042 5.711 495.088 3.958 0.113 Dead+Wind 210 deg - Service 23.540 -2.927 4.974 431.835 254.985 0.151 Dead+Wind 240 deg - Service 23.540 -5.027 2.903 252.644 437.600 0.152 Dead+Wind 270 deg - Service 23.540 -5.905 0.046 4.572 514.512 0.112 Dead+Wind 300 deg - Service 23.540 -5.310 -3.014 -258.448 456.313 0.040 Dead+Wind 330 deg - Service 23.540 -2.847 -4.929 -427.596 246.496 -0.049 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions PX % Error K PY K PZ K PX K PY K PZ K 1 0.000 -23.540 0.000 0.000 23.540 0.000 0.000% 2 0.193 -28.248 -22.271 -0.193 28.248 22.271 0.000% 3 0.193 -21.186 -22.271 -0.193 21.186 22.271 0.000% 4 11.422 -28.248 -19.396 -11.422 28.248 19.396 0.000% 5 11.422 -21.186 -19.396 -11.422 21.186 19.396 0.000% ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 16 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Load Comb. Sum of Applied Forces Sum of Reactions PX % Error K PY K PZ K PX K PY K PZ K 47 -5.027 -23.540 2.903 5.027 23.540 -2.903 0.000% 48 -5.905 -23.540 0.046 5.905 23.540 -0.046 0.000% 49 -5.310 -23.540 -3.014 5.310 23.540 3.014 0.000% 50 -2.847 -23.540 -4.929 2.847 23.540 4.929 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00003377 3 Yes 4 0.00000001 0.00083808 4 Yes 6 0.00000001 0.00021192 5 Yes 6 0.00000001 0.00006130 6 Yes 6 0.00000001 0.00021929 7 Yes 6 0.00000001 0.00006375 8 Yes 5 0.00000001 0.00013754 9 Yes 5 0.00000001 0.00005973 10 Yes 6 0.00000001 0.00022060 11 Yes 6 0.00000001 0.00006313 12 Yes 6 0.00000001 0.00020727 13 Yes 6 0.00000001 0.00006086 14 Yes 5 0.00000001 0.00013749 15 Yes 5 0.00000001 0.00006013 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 17 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN 48 Yes 4 0.00000001 0.00018749 49 Yes 5 0.00000001 0.00007781 50 Yes 5 0.00000001 0.00006876 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 118.5 - 76.5 29.529 49 2.358 0.005 L2 79.5 - 37.5 12.641 43 1.590 0.001 L3 41.5 - 0 3.247 43 0.738 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 120.000 P65-16-XLPP-RR 49 29.529 2.358 0.005 15579 118.500 Lightning Rod 5/8'' x 8' 49 29.529 2.358 0.005 15579 114.000 T49300G10006 49 27.407 2.274 0.004 15579 102.000 MX08FRO665-21 w/ Mount Pipe 49 21.853 2.047 0.003 4720 99.000 Side Arm Mount [SO 102-3] 49 20.512 1.989 0.003 3994 91.000 (2) XXQLH-654L8H8-IVT 49 17.079 1.831 0.002 2831 75.000 LNX-6514DS-VTM w/ Mount Pipe 43 11.107 1.491 0.001 2038 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 18 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 118.5 - 76.5 (1) TP23.24x14.05x0.188 42.000 0.000 0.0 13.522 -12.108 791.015 0.015 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 42.000 0.000 0.0 30.410 -18.594 1778.990 0.010 L3 37.5 - 0 (3) TP39x29.909x0.375 41.500 0.000 0.0 46.640 -28.221 2728.420 0.010 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 ttnnxxTToowweerr Job 136349.004.01 - Carmel- Plum Creek, IN (BU# 877635) Page 19 of 19 B+T Group 1717 S. Boulder, Suite 300 Project Date 13:00:34 12/03/21 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (555) 295-0265 Client Crown Castle Designed by SACHIN Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 118.5 - 76.5 Pole TP23.24x14.05x0.188 1 -12.108 830.566 97.4 Pass L2 76.5 - 37.5 Pole TP31.41x22.209x0.313 2 -18.594 1867.939 83.4 Pass L3 37.5 - 0 Pole TP39x29.909x0.375 3 -28.221 2864.841 79.6 Pass Summary Pole (L1) 97.4 Pass RATING = 97.4 Pass Program Version 8.1.1.0 APPENDIX B BASE LEVEL DRAWING APPENDIX C ADDITIONAL CALCULATIONS Monopole Base Plate Connection *TIA‐222‐H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip‐in) (12) 2‐1/4" ø bolts (A615‐75 N; Fy=75 ksi, Fu=100 ksi) on 46" BC Pu_t = 176.69 φPn_t = 243.75 Stress Rating Vu = 1.99 φVn = 149.1 69.0% Base Plate Data Mu = n/a φMn = n/a Pass 52" OD x 2.75" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) Base Plate Summary Stiffener Data Max Stress (ksi): 20.65 (Flexural) N/A Allowable Stress (ksi): 54 Stress Rating: 36.4% Pass Pole Data 39" x 0.375" 12‐sided pole (A572‐65; Fy=65 ksi, Fu=80 ksi) 28.22 23.84 Adjusted Pole Reactions BU # 877635 Applied Loads Site Name Carmel ‐ Plum Creek, IN Order # 569101 Rev. 1 Analysis Considerations Site Info TIA‐222 Revision H Grout Considered: Yes Connection Properties Analysis Results Iar (in) 0 Moment (kip‐ft) 2060.94 Axial Force (kips) 28.22 Shear Force (kips) 23.84 Moment (kip‐ft) Axial Force (kips) Shear Force (kips) 0.00 CCIplate ‐ Version 4.1.2 Analysis Date: 12/3/2021 Report File: TIA-222 Revison: Tower Type: Check Pier Capacity only at location of Max Moment? No Location: Soil Lateral Check Compression Uplift Comp. Uplift 7.06 - 2061 3.99 - 28 2213.16 - 24 31.7% - Soil Vertical Check Compression Uplift Go to Soil Calculations 389.43 - 4 ksi 209.89 - 60 ksi 100.18 - 40 ksi 599.31 - 128.18 - 20.4% - 30 ft Reinforced Concrete Flexure Compression Uplift 0.5 ft 7.05 - 2213.16 - 4891.68 - 6ft 43.1% - 27 24 Reinforced Concrete Shear Compression Uplift 11 21.76 - 4 in 202.67 - 5 454.42 - 18 in 42.5% - in *Rating per TIA-222-H Section 15.5 4 # of Layers 4 121 FALSE 1 0 3 3 110 150 0 0 0.000 0.000 0.00 0.00 FALSE 2 3 4 1 115 150 0 31 0.290 0.290 9 FALSE 3 4 13 9 52.6 87.6 0 31 0.704 0.704 14 FALSE 4 13 30 17 57.6 87.6 0 31 1.231 1.231 8 16 Structural Foundation Rating* 43.1% Total Capacity (kips) N/A Analysis Results Rebar Size Pier Section 1 Check Limitation Apply TIA-222-H Section 15.5: Additional Longitudinal Rebar Shear Design Options Check Shear along Depth of Pier: Utilize Shear-Friction Methodology: Override Critical Depth: Dv=0 (ft from TOC) Soil Safety Factor Max Moment (kip‐ft) Rating* Ext. Above Grade Critical Moment (kip‐ft) Critical Moment Capacity Rating* From 0.5' above grade to 30' below grade Rebar Size Clear Cover to Ties Tie Size Input Effective Depths (else Actual): ASCE 7 Hazards Report Address: No Address at This Location Standard: ASCE/SEI 7-10 Risk Category: II Soil Class: D - Stiff Soil Elevation: 755.39 ft (NAVD 88) Latitude: Longitude: 39.972317 -86.06945 Wind Results: Wind Speed 115 Vmph 10-year MRI 76 Vmph 25-year MRI 84 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 Dec 02 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 not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Thu Dec 02 2021 SS : 0.145 S1 : 0.081 Fa : 1.6 Fv : 2.4 SMS : 0.232 SM1 : 0.194 SDS : 0.155 SD1 : 0.129 TL : 12 PGA : 0.066 PGA M : 0.106 FPGA : 1.6 Ie : 1 Design Response Spectrum S a (g) vs T(s) MCE R Response Spectrum S a (g) vs T(s) Seismic Site Soil Class: Results: Seismic Design Category D - Stiff Soil B Data Accessed: Thu Dec 02 2021 Date Source: 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. https://asce7hazardtool.online/ Page 2 of 3 Thu Dec 02 2021 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. https://asce7hazardtool.online/ Page 3 of 3 Thu Dec 02 2021 Critical Depth (ft from TOC) Soil Interaction Rating* 31.7% Rebar 2, Fy Override (ksi) Rebar 3, Fy Override (ksi) Depth Cohesionless Layer Top (ft) Bottom (ft) Thickness (ft) Groundwater Depth Cohesion (ksf) Angle of Friction (degrees) Cohesionless Ultimate Skin Friction Uplift Override (ksf) Critical Shear Capacity Rating* Skin Friction (kips) Weight of Concrete (kips) Rating* Critical Shear (kip) End Bearing (kips) Axial (kips) Critical Depth (ft from TOC) Calculated Ultimate Skin Friction Uplift (ksf) Calculated Ultimate Skin Friction Comp (ksf) Ultimate Skin Friction Comp Override (ksf) Soil Profile Soil Type SPT Blow Count Ult. Net Bearing Capacity (ksf) γsoil (pcf) γconcrete (pcf) Cohesionless Cohesionless Drilled Pier Foundation BU # : Site Name: Order Number: Monopole Applied Loads Material Properties Pier Design Data H 877635 Carmel - Pium Creek 569101 Rev. 1 Moment (kip-ft) Axial Force (kips) Shear Force (kips) Concrete Strength, f'c: Rebar Strength, Fy: Tie Yield Strength, Fyt: Pier Diameter Rebar Quantity Rebar Cage Diameter Rebar Quantity Tie Spacing Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Version 5.0.3 Mny L1 118.5 - 76.5 (1) TP23.24x14.05x0.188 394.971 393.891 1.003 0.000 393.891 0.000 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 1127.300 1304.767 0.864 0.000 1304.767 0.000 L3 37.5 - 0 (3) TP39x29.909x0.375 2060.933 2498.542 0.825 0.000 2498.542 0.000 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 118.5 - 76.5 (1) TP23.24x14.05x0.188 16.459 237.305 0.069 0.416 467.496 0.001 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 21.002 533.697 0.039 0.133 1418.750 0.000 L3 37.5 - 0 (3) TP39x29.909x0.375 23.842 818.527 0.029 0.117 2781.000 0.000 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 118.5 - 76.5 (1) 0.015 1.003 0.000 0.069 0.001 1.023 1.050 4.8.2 L2 76.5 - 37.5 (2) 0.010 0.864 0.000 0.039 0.000 0.876 1.050 4.8.2 L3 37.5 - 0 (3) 0.010 0.825 0.000 0.029 0.000 0.836 1.050 4.8.2 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 118.5 - 76.5 115.722 22 9.270 0.018 L2 79.5 - 37.5 49.653 10 6.259 0.005 L3 41.5 - 0 12.758 10 2.903 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 120.000 P65-16-XLPP-RR 22 115.722 9.270 0.019 4119 118.500 Lightning Rod 5/8'' x 8' 22 115.722 9.270 0.019 4119 114.000 T49300G10006 22 107.423 8.941 0.017 4119 102.000 MX08FRO665-21 w/ Mount Pipe 22 85.710 8.053 0.012 1245 99.000 Side Arm Mount [SO 102-3] 22 80.464 7.826 0.011 1052 91.000 (2) XXQLH-654L8H8-IVT 22 67.032 7.205 0.008 743 75.000 LNX-6514DS-VTM w/ Mount Pipe 10 43.634 5.868 0.004 530 16 Yes 6 0.00000001 0.00021836 17 Yes 6 0.00000001 0.00006363 18 Yes 6 0.00000001 0.00021301 19 Yes 6 0.00000001 0.00006155 20 Yes 5 0.00000001 0.00004229 21 Yes 4 0.00000001 0.00087322 22 Yes 6 0.00000001 0.00022158 23 Yes 6 0.00000001 0.00006347 24 Yes 6 0.00000001 0.00021028 25 Yes 6 0.00000001 0.00006188 26 Yes 4 0.00000001 0.00003287 27 Yes 5 0.00028493 0.00082950 28 Yes 6 0.00000001 0.00025330 29 Yes 6 0.00000001 0.00025890 30 Yes 5 0.00028440 0.00083641 31 Yes 6 0.00000001 0.00024632 32 Yes 6 0.00000001 0.00024342 33 Yes 5 0.00028478 0.00081536 34 Yes 6 0.00000001 0.00025925 35 Yes 6 0.00000001 0.00024978 36 Yes 5 0.00028531 0.00084225 37 Yes 6 0.00000001 0.00025290 38 Yes 6 0.00000001 0.00025585 39 Yes 4 0.00000001 0.00018070 40 Yes 5 0.00000001 0.00006923 41 Yes 5 0.00000001 0.00007585 42 Yes 4 0.00000001 0.00020538 43 Yes 5 0.00000001 0.00007636 44 Yes 4 0.00000001 0.00097727 45 Yes 4 0.00000001 0.00019488 46 Yes 5 0.00000001 0.00007459 47 Yes 5 0.00000001 0.00006973 6 19.610 -28.248 -11.314 -19.610 28.248 11.314 0.000% 7 19.610 -21.186 -11.314 -19.610 21.186 11.314 0.000% 8 23.044 -28.248 -0.178 -23.044 28.248 0.178 0.000% 9 23.044 -21.186 -0.178 -23.044 21.186 0.178 0.000% 10 20.712 -28.248 11.745 -20.712 28.248 -11.745 0.000% 11 20.712 -21.186 11.745 -20.712 21.186 -11.745 0.000% 12 11.113 -28.248 19.218 -11.113 28.248 -19.218 0.000% 13 11.113 -21.186 19.218 -11.113 21.186 -19.218 0.000% 14 -0.163 -28.248 22.271 0.163 28.248 -22.271 0.000% 15 -0.163 -21.186 22.271 0.163 21.186 -22.271 0.000% 16 -11.412 -28.248 19.398 11.412 28.248 -19.398 0.000% 17 -11.412 -21.186 19.398 11.412 21.186 -19.398 0.000% 18 -19.605 -28.248 11.322 19.605 28.248 -11.322 0.000% 19 -19.605 -21.186 11.322 19.605 21.186 -11.322 0.000% 20 -23.027 -28.248 0.178 23.027 28.248 -0.178 0.000% 21 -23.027 -21.186 0.178 23.027 21.186 -0.178 0.000% 22 -20.707 -28.248 -11.753 20.707 28.248 11.753 0.000% 23 -20.707 -21.186 -11.753 20.707 21.186 11.753 0.000% 24 -11.104 -28.248 -19.220 11.104 28.248 19.220 0.000% 25 -11.104 -21.186 -19.220 11.104 21.186 19.220 0.000% 26 0.000 -60.171 0.000 -0.000 60.171 0.000 0.000% 27 0.023 -60.171 -4.576 -0.023 60.171 4.576 0.001% 28 2.331 -60.171 -3.981 -2.331 60.171 3.981 0.000% 29 4.014 -60.171 -2.317 -4.014 60.171 2.317 0.000% 30 4.629 -60.171 -0.022 -4.630 60.171 0.022 0.001% 31 3.992 -60.171 2.278 -3.992 60.171 -2.278 0.000% 32 2.292 -60.171 3.959 -2.292 60.171 -3.959 0.000% 33 -0.022 -60.171 4.576 0.022 60.171 -4.576 0.001% 34 -2.384 -60.171 3.972 2.384 60.171 -3.972 0.000% 35 -4.049 -60.171 2.298 4.049 60.171 -2.298 0.000% 36 -4.651 -60.171 0.022 4.652 60.171 -0.022 0.001% 37 -4.026 -60.171 -2.260 4.026 60.171 2.260 0.000% 38 -2.345 -60.171 -3.949 2.345 60.171 3.949 0.000% 39 0.050 -23.540 -5.711 -0.050 23.540 5.711 0.000% 40 2.929 -23.540 -4.974 -2.929 23.540 4.974 0.000% 41 5.029 -23.540 -2.901 -5.029 23.540 2.901 0.000% 42 5.909 -23.540 -0.046 -5.909 23.540 0.046 0.000% 43 5.311 -23.540 3.012 -5.311 23.540 -3.012 0.000% 44 2.850 -23.540 4.928 -2.850 23.540 -4.928 0.000% 45 -0.042 -23.540 5.711 0.042 23.540 -5.711 0.000% 46 -2.927 -23.540 4.974 2.927 23.540 -4.974 0.000% 1.2 Dead+1.0 Wind 270 deg - No Ice 28.248 -23.027 0.178 18.876 2022.241 0.404 0.9 Dead+1.0 Wind 270 deg - No Ice 21.186 -23.027 0.178 18.672 1991.973 0.411 1.2 Dead+1.0 Wind 300 deg - No Ice 28.248 -20.707 -11.753 -1014.145 1793.462 0.132 0.9 Dead+1.0 Wind 300 deg - No Ice 21.186 -20.707 -11.753 -998.943 1766.843 0.145 1.2 Dead+1.0 Wind 330 deg - No Ice 28.248 -11.104 -19.220 -1679.035 969.710 -0.206 0.9 Dead+1.0 Wind 330 deg - No Ice 21.186 -11.104 -19.220 -1653.705 955.270 -0.191 1.2 Dead+1.0 Ice+1.0 Temp 60.171 0.000 -0.000 -2.699 -2.423 -0.001 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 60.171 0.023 -4.576 -466.791 -5.251 -0.173 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 60.171 2.331 -3.981 -407.020 -239.915 -0.174 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 60.171 4.014 -2.317 -238.497 -410.920 -0.129 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 60.171 4.630 -0.022 -5.481 -473.442 -0.068 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 60.171 3.992 2.278 228.253 -408.236 0.031 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 60.171 2.292 3.959 398.746 -235.262 0.115 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 60.171 -0.022 4.576 461.205 0.123 0.169 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 60.171 -2.384 3.972 400.126 242.183 0.286 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 60.171 -4.049 2.298 230.342 410.695 0.202 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 60.171 -4.652 0.022 -0.107 471.481 0.103 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 60.171 -4.026 -2.260 -231.276 408.010 0.005 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 60.171 -2.345 -3.949 -403.027 237.532 -0.060 Dead+Wind 0 deg - Service 23.540 0.050 -5.711 -495.748 -5.845 -0.127 Dead+Wind 30 deg - Service 23.540 2.929 -4.974 -432.458 -256.216 -0.157 Dead+Wind 60 deg - Service 23.540 5.029 -2.901 -253.049 -438.685 -0.154 Dead+Wind 90 deg - Service 23.540 5.909 -0.046 -5.231 -515.997 -0.118 Dead+Wind 120 deg - Service 23.540 5.311 3.012 257.533 -457.398 -0.040 Dead+Wind 150 deg - Service 23.540 2.850 4.928 426.894 -247.724 0.046 Min. Vert 5 21.186 -11.422 19.396 Min. Hx 8 28.248 -23.044 0.178 Min. Hz 14 28.248 0.163 -22.271 Min. Mx 14 -1945.982 0.163 -22.271 Min. Mz 20 -2022.241 23.027 -0.178 Min. Torsion 16 -0.558 11.412 -19.398 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 23.540 0.000 0.000 -0.304 -0.463 0.000 1.2 Dead+1.0 Wind 0 deg - No Ice 28.248 0.193 -22.271 -1946.770 -21.708 -0.500 0.9 Dead+1.0 Wind 0 deg - No Ice 21.186 0.193 -22.271 -1917.411 -21.218 -0.487 1.2 Dead+1.0 Wind 30 deg - No Ice 28.248 11.422 -19.396 -1697.961 -1005.265 -0.598 0.9 Dead+1.0 Wind 30 deg - No Ice 21.186 11.422 -19.396 -1672.342 -989.986 -0.591 1.2 Dead+1.0 Wind 60 deg - No Ice 28.248 19.610 -11.314 -993.128 -1721.988 -0.568 0.9 Dead+1.0 Wind 60 deg - No Ice 21.186 19.610 -11.314 -978.091 -1695.939 -0.567 1.2 Dead+1.0 Wind 90 deg - No Ice 28.248 23.044 -0.178 -19.654 -2025.495 -0.412 0.9 Dead+1.0 Wind 90 deg - No Ice 21.186 23.044 -0.178 -19.241 -1994.915 -0.419 1.2 Dead+1.0 Wind 120 deg - No Ice 28.248 20.712 11.745 1012.352 -1795.161 -0.117 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft L1 118.5 - 76.5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -34.356 0.567 1.469 Max. Mx 8 -12.107 -394.944 4.667 Max. My 2 -12.252 -4.864 379.409 Max. Vy 8 16.458 -394.944 4.667 Max. Vx 2 -15.737 -4.864 379.409 Max. Torque 2 0.874 L2 76.5 - 37.5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -46.584 -0.733 2.110 Max. Mx 8 -18.633 -1118.512 11.987 Max. My 2 -18.713 -13.026 1073.136 0.014 0.030 6' x 2'' Mount Pipe A From Leg 0.500 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 6' x 2'' Mount Pipe B From Leg 0.500 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 6' x 2'' Mount Pipe C From Leg 0.500 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 Side Arm Mount [SO 102-3] C None 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.600 4.180 4.750 5.900 3.600 4.180 4.750 5.900 0.075 0.105 0.135 0.195 ***** 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 Aperture Area ft2 Weight K T49300G10006 A Grid From Leg 1.000 0.000 0.000 90.000 114.000 3.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 7.069 7.467 7.865 8.661 0.011 0.049 0.088 0.164 ***** 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 0.044 0.072 4' x 2'' Pipe Mount C From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.785 1.028 1.281 1.814 0.785 1.028 1.281 1.814 0.029 0.035 0.044 0.072 (2) 8' x 2'' Mount Pipe A From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (2) 8' x 2'' Mount Pipe B From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (2) 8' x 2'' Mount Pipe C From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 Platform Mount [LP 303-1_HR-1] C None 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 17.090 21.470 25.720 33.960 17.090 21.470 25.720 33.960 1.495 1.881 2.346 3.518 ***** LNX-6514DS-VTM w/ Mount Pipe A From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.090 4.490 4.890 5.710 3.300 3.680 4.060 4.870 0.065 0.128 0.202 0.383 LNX-6514DS-VTM w/ Mount Pipe B From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.090 4.490 4.890 5.710 3.300 3.680 4.060 4.870 0.065 0.128 0.202 0.383 LNX-6514DS-VTM w/ Mount Pipe C From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.090 4.490 4.890 5.710 3.300 3.680 4.060 4.870 0.065 0.128 0.202 0.383 BXD-63606380CF w/ Mount Pipe A From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 10.830 11.410 11.953 13.066 4.831 5.977 6.835 8.601 0.051 0.121 0.199 0.382 BXD-63606380CF w/ Mount Pipe B From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 10.830 11.410 11.953 13.066 4.831 5.977 6.835 8.601 0.051 0.121 0.199 0.382 BXD-63606380CF w/ Mount Pipe C From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 10.830 11.410 11.953 13.066 4.831 5.977 6.835 8.601 0.051 0.121 0.199 0.382 (2) 641280-DF A From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.120 0.175 0.238 0.386 0.158 0.226 0.302 0.475 0.004 0.008 0.014 0.030 (2) 641280-DF B From Leg 1.000 0.000 0.000 0.000 75.000 No Ice 1/2'' Ice 1'' Ice 0.120 0.175 0.238 0.158 0.226 0.302 0.004 0.008 0.014 2.329 1.300 1.445 1.597 1.924 0.073 0.090 0.110 0.159 RRUS 32 B66 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.743 2.965 3.194 3.675 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B66 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.743 2.965 3.194 3.675 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B66 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.743 2.965 3.194 3.675 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 DC6-48-60-18-8F A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.212 1.892 2.105 2.570 1.212 1.892 2.105 2.570 0.033 0.055 0.080 0.138 RRUS 4478 B14 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.843 2.012 2.190 2.566 1.059 1.197 1.342 1.656 0.060 0.076 0.094 0.140 RRUS 4478 B14 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.843 2.012 2.190 2.566 1.059 1.197 1.342 1.656 0.060 0.076 0.094 0.140 RRUS 4478 B14 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.843 2.012 2.190 2.566 1.059 1.197 1.342 1.656 0.060 0.076 0.094 0.140 RRUS 32 B2 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.731 2.953 3.182 3.663 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B2 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.731 2.953 3.182 3.663 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 RRUS 32 B2 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.731 2.953 3.182 3.663 1.668 1.855 2.049 2.458 0.053 0.074 0.098 0.157 DC9-48-60-24-8C-EV_CCIV 2 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.736 2.962 3.195 3.683 2.736 2.962 3.195 3.683 0.016 0.042 0.071 0.142 DC9-48-60-24-8C-EV_CCIV 2 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.736 2.962 3.195 3.683 2.736 2.962 3.195 3.683 0.016 0.042 0.071 0.142 4' x 2'' Pipe Mount A From Leg 1.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 0.785 1.028 1.281 0.785 1.028 1.281 0.029 0.035 0.044 12.480 13.910 4.210 4.830 5.450 6.730 0.109 0.203 0.304 0.533 (2) XXQLH-654L8H8-IVT B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 11.100 11.790 12.480 13.910 4.210 4.830 5.450 6.730 0.109 0.203 0.304 0.533 (2) XXQLH-654L8H8-IVT C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 11.100 11.790 12.480 13.910 4.210 4.830 5.450 6.730 0.109 0.203 0.304 0.533 AIR 6419 B77G w/ Mount Pipe A From Leg 4.000 0.000 2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.320 4.740 5.170 6.090 2.490 2.840 3.210 4.000 0.078 0.110 0.147 0.241 AIR 6419 B77G w/ Mount Pipe B From Leg 4.000 0.000 2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.320 4.740 5.170 6.090 2.490 2.840 3.210 4.000 0.078 0.110 0.147 0.241 AIR 6419 B77G w/ Mount Pipe C From Leg 4.000 0.000 2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.320 4.740 5.170 6.090 2.490 2.840 3.210 4.000 0.078 0.110 0.147 0.241 AIR 6449 B77D w/ Mount Pipe A From Leg 4.000 0.000 -2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.580 3.920 4.270 5.020 2.310 2.600 2.910 3.570 0.095 0.130 0.173 0.277 AIR 6449 B77D w/ Mount Pipe B From Leg 4.000 0.000 -2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.580 3.920 4.270 5.020 2.310 2.600 2.910 3.570 0.095 0.130 0.173 0.277 AIR 6449 B77D w/ Mount Pipe C From Leg 4.000 0.000 -2.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.580 3.920 4.270 5.020 2.310 2.600 2.910 3.570 0.095 0.130 0.173 0.277 RRUS 32 B30 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.692 2.912 3.138 3.614 1.573 1.756 1.945 2.346 0.060 0.080 0.104 0.161 RRUS 32 B30 B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.692 2.912 3.138 3.614 1.573 1.756 1.945 2.346 0.060 0.080 0.104 0.161 RRUS 32 B30 C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.692 2.912 3.138 3.614 1.573 1.756 1.945 2.346 0.060 0.080 0.104 0.161 RADIO 4449 B5/B12 A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.644 1.804 1.972 2.329 1.300 1.445 1.597 1.924 0.073 0.090 0.110 0.159 RADIO 4449 B5/B12 B From Leg 4.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1.644 1.804 1.300 1.445 0.073 0.090 8.520 9.040 10.110 4.230 4.690 5.160 6.120 0.108 0.194 0.292 0.522 CMA-UBTULBULBHH/651 7/17/21/21 w/ Mount Pipe C From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 24.520 25.680 26.870 29.290 8.380 9.380 10.390 12.490 0.148 0.284 0.435 0.782 TA08025-B605 A From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 1.129 1.267 1.411 1.723 0.075 0.093 0.114 0.164 TA08025-B605 B From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 1.129 1.267 1.411 1.723 0.075 0.093 0.114 0.164 TA08025-B605 C From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 1.129 1.267 1.411 1.723 0.075 0.093 0.114 0.164 TA08025-B604 A From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 0.981 1.112 1.250 1.548 0.064 0.081 0.100 0.148 TA08025-B604 B From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 0.981 1.112 1.250 1.548 0.064 0.081 0.100 0.148 TA08025-B604 C From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.964 2.138 2.320 2.705 0.981 1.112 1.250 1.548 0.064 0.081 0.100 0.148 RDIDC-9181-PF-48 A From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.012 2.189 2.373 2.763 1.168 1.311 1.461 1.784 0.022 0.040 0.060 0.110 (2) 8' x 2'' Mount Pipe A From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (2) 8' x 2'' Mount Pipe B From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 (2) 8' x 2'' Mount Pipe C From Leg 4.000 0.000 0.000 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.900 2.728 3.401 4.396 1.900 2.728 3.401 4.396 0.029 0.044 0.063 0.119 Commscope MC-PK8-DSH C None 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 34.240 62.950 91.660 149.080 34.240 62.950 91.660 149.080 1.749 2.099 2.450 3.151 **** Side Arm Mount [SO 102-3] C None 0.000 99.000 No Ice 1/2'' Ice 3.600 4.180 3.600 4.180 0.075 0.105 1/2'' Ice 1'' Ice 2'' Ice 3.109 3.332 3.562 4.045 1.379 1.545 1.719 2.087 0.055 0.077 0.103 0.164 RRH-P4 A From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.735 2.948 3.168 3.630 1.789 1.968 2.158 2.566 0.060 0.083 0.109 0.172 RRH-P4 B From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.735 2.948 3.168 3.630 1.789 1.968 2.158 2.566 0.060 0.083 0.109 0.172 RRH-P4 C From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.735 2.948 3.168 3.630 1.789 1.968 2.158 2.566 0.060 0.083 0.109 0.172 (3) 6' x 2'' Mount Pipe A From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 (3) 6' x 2'' Mount Pipe B From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 (4) 6' x 2'' Mount Pipe C From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.425 1.925 2.294 3.060 1.425 1.925 2.294 3.060 0.022 0.033 0.048 0.090 (2) 9.5' x2.875'' Mount Pipe A From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.256 3.234 4.229 5.515 2.256 3.234 4.229 5.515 0.067 0.083 0.107 0.172 (2) 9.5' x2.875'' Mount Pipe B From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.256 3.234 4.229 5.515 2.256 3.234 4.229 5.515 0.067 0.083 0.107 0.172 (2) 9.5' x2.875'' Mount Pipe C From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.256 3.234 4.229 5.515 2.256 3.234 4.229 5.515 0.067 0.083 0.107 0.172 Platform Mount [LP 602-1] C None 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 31.070 34.820 38.480 45.600 31.070 34.820 38.480 45.600 1.343 1.967 2.669 4.314 ***** Pipe Mount [PM 601-1] A From Leg 0.500 0.000 0.000 0.000 114.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.320 1.580 1.840 2.400 1.320 1.580 1.840 2.400 0.065 0.077 0.093 0.134 ***** ***** ***** MX08FRO665-21 w/ Mount Pipe A From Leg 4.000 0.000 0.000 102.000 No Ice 1/2'' Ice 8.010 8.520 4.230 4.690 0.108 0.194 ft2 CAAA Side ft2 Weight K Lightning Rod 5/8'' x 8' C From Leg 1.000 0.000 4.000 0.000 118.500 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.500 1.314 2.144 3.613 0.500 1.314 2.144 3.613 0.031 0.037 0.047 0.084 ***** P65-16-XLPP-RR A From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 5.720 6.280 6.850 8.040 2.870 3.390 3.920 5.030 0.056 0.103 0.157 0.282 P65-16-XLPP-RR B From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 5.720 6.280 6.850 8.040 2.870 3.390 3.920 5.030 0.056 0.103 0.157 0.282 P65-16-XLPP-RR C From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 5.720 6.280 6.850 8.040 2.870 3.390 3.920 5.030 0.056 0.103 0.157 0.282 M-MIMO AAU A From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 6.980 7.510 8.060 9.220 1.950 2.360 2.790 3.700 0.143 0.183 0.227 0.329 M-MIMO AAU B From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 6.980 7.510 8.060 9.220 1.950 2.360 2.790 3.700 0.143 0.183 0.227 0.329 M-MIMO AAU C From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 6.980 7.510 8.060 9.220 1.950 2.360 2.790 3.700 0.143 0.183 0.227 0.329 RRH-C2A W/EXT FILTER A From Leg 4.000 0.000 0.000 0.000 120.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.109 3.332 3.562 4.045 1.379 1.545 1.719 2.087 0.055 0.077 0.103 0.164 RRH-C2A W/EXT FILTER B From Leg 4.000 0.000 120.000 No Ice 3.109 1.379 0.055 0.000 0.000 1.462 42.570 6.825 0.000 0.000 0.000 0.009 0.313 0.538 L3 37.500-0.000 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.406 41.895 6.563 0.000 0.000 0.000 0.008 0.307 0.518 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 118.500-76.500 A B C 1.892 0.000 0.000 0.000 0.000 0.000 0.000 17.464 43.487 14.110 0.000 0.000 0.000 0.229 0.776 0.448 L2 76.500-37.500 A B C 1.793 0.000 0.000 0.000 0.000 0.000 0.000 16.217 89.389 21.579 0.000 0.000 0.000 0.213 1.465 0.866 L3 37.500-0.000 A B C 1.605 0.000 0.000 0.000 0.000 0.000 0.000 14.856 85.994 20.013 0.000 0.000 0.000 0.186 1.364 0.809 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 118.500-76.500 0.080 -1.792 -0.658 -1.805 L2 76.500-37.500 2.408 -0.479 1.451 -0.521 L3 37.500-0.000 2.669 -0.461 1.771 -0.545 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 L1 3 SPRINT NMP_HYBRID CABLE(1-1/2) 76.50 - 118.50 1.0000 1.0000 L1 9 CU12PSM6P4XXX(1-3/4) 76.50 - 102.00 1.0000 1.0000 0.000 0.000 0.000 LDF5-50A(7/8) C No No Inside Pole 91.000 - 0.000 6 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PWRT-606-S(7/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 FB-L98B-034-XXX XXX(3/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 RLSS 8AWG DC(3/4) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 WR-VG86ST-BRD( 3/4) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 LDF4-50A(1/2) C No No Inside Pole 91.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PWRT-606-S(7/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 RFFT-48SM-001-X XX(3/8) C No No Inside Pole 91.000 - 0.000 2 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2'' Rigid Conduit C No No Inside Pole 91.000 - 0.000 1 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.003 0.003 0.003 0.003 ***** AVA5-50(7/8) B No No Inside Pole 75.000 - 0.000 6 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ***** in3 J in4 It/Q in2 w in w/t L1 14.479 8.369 205.290 4.963 7.278 28.207 415.973 4.119 3.263 17.402 23.994 13.918 944.055 8.253 12.038 78.421 1912.911 6.850 5.726 30.538 L2 23.562 22.033 1348.312 7.839 11.504 117.203 2732.046 10.844 5.114 16.366 32.408 31.292 3862.498 11.133 16.270 237.394 7826.468 15.401 7.580 24.257 L3 31.739 35.662 3970.320 10.573 15.493 256.270 8044.944 17.552 7.011 18.695 40.243 46.640 8881.341 13.828 20.202 439.627 17996.006 22.955 9.447 25.192 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 118.500-76.50 0 1 1 1 L2 76.500-37.500 1 1 1 L3 37.500-0.000 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight klf SPRINT NMP_HYBRID CABLE(1-1/2) B No Surface Ar (CaAa) 118.500 - 0.000 4 3 -0.450 -0.340 1.500 0.001 ***** **** CU12PSM6P4XXX(1-3/ 4) C No Surface Ar (CaAa) 102.000 - 0.000 1 1 0.220 0.240 1.750 0.003 FLC 78-50J(7/8) B No Surface Ar (CaAa) 75.000 - 0.000 6 6 0.300 0.500 1.112 0.000 ***** Safety Line 3/8 A No Surface Ar (CaAa) 118.500 - 0.000 1 1 -0.140 -0.130 0.375 0.000 ***** Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known 9. TOWER RATING: 97.4% % Capacity Pass / Fail L1 118.5 - 76.5 Pole TP23.24x14.05x0.188 1 -12.108 830.566 97.4 Pass L2 76.5 - 37.5 Pole TP31.41x22.209x0.313 2 -18.594 1867.939 83.4 Pass L3 37.5 - 0 Pole TP39x29.909x0.375 3 -28.221 2864.841 79.6 Pass Summary Pole (L1) 97.4 Pass Rating = 97.4 Pass Table 5 - Tower Component Stresses vs. Capacity-LC7 Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 120.0 120.0 3 Powerwave P65-16-XLPP-RR 1 3 7/8 1-1/2 3 Samsung M-MIMO AAU 3 Samsung RRH-C2A W/EXT FILTER 3 Samsung RRH-P4 1 Tower Mounts Platform Mount [LP 602-1] 114.0 114.0 1 TERRAWAVE T49300G10006 1 1/2 1 -- Pipe Mount [PM 601-1] 102.0 102.0 1 Commscope MC-PK8-DSH(1) 1 1-3/4 1 CELLMAX CMA- UBTULBULBHH/6517/17/21/21 3 Fujitsu TA08025-B604 3 Fujitsu TA08025-B605 2 JMA Wireless MX08FRO665-21 1 Raycap RDIDC-9181-PF-48