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19060190 Structural Analysis
tnxTower Report - version 8.0.5.0 Date: June 11, 2019 Thomas Simpkins B+T Group Crown Castle 1717 S. Boulder, Suite 300 2000 Corporate Drive Tulsa, OK 74119 Canonsburg, PA 15317 (918) 587-4630 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: IN0141 Carrier Site Name: N/A Crown Castle Designation: Crown Castle BU Number: 877635 Crown Castle Site Name: Carmel - Plum Creek Crown Castle JDE Job Number: 576887 Crown Castle Work Order Number: 1747883 Crown Castle Order Number: 494705 Rev. 2 Engineering Firm Designation: B+T Group Project Number: 136349.001.01 Site Data: 5490 E. 126th Street, Carmel, Hamilton County, IN Latitude 39° 58' 20.34'', Longitude -86° 4' 10.02'' 118.5 Foot - Monopole Dear Thomas Simpkins, 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: Angela Ashwood Respectfully submitted by: B+T Engineering, Inc. John W. Kelly, P.E. June 11, 2019 118.5 Ft Monopole Tower Structural Analysis CCI BU No 877635 Project Number 136349.001.01, Order 494705, Revision 2 Page 2 tnxTower Report - version 8.0.5.0 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 June 11, 2019 118.5 Ft Monopole Tower Structural Analysis CCI BU No 877635 Project Number 136349.001.01, Order 494705, Revision 2 Page 3 tnxTower Report - version 8.0.5.0 1) INTRODUCTION This tower is a 118.5 ft. Monopole tower designed by y FWT, Inc. in October of 1996. The tower was originally designed for a wind speed of 80 mph per TIA/EIA-222-F. 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 91.0 6 Ace XXQLH-654L8H8-IVT 8 3 1 4 7/8 3/8 17/64 3/4 3 Ericsson RADIO 4449 B5/B12 3 Ericsson RRUS 32 3 Ericsson RRUS 32 B2 3 Ericsson RRUS 32 B66 3 Ericsson RRUS 4478 B14 6 Powerwave Tech. LGP21404 3 Powerwave Tech. RA21.7750.00 1 Raycap DC6-48-60-0-8F 2 Raycap DC6-48-60-18-8F 1 -- Miscellaneous [NA 507-1] 1 -- Platform Mount [LP 303-1] 106.0 106.0 1 -- Pipe Mount [PM 601-1] 1 1/2 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) 118.0 120.0 3 Powerwave Tech. P65-16-XLPP-RR 1 3 7/8 1-1/2 3 Samsung Telecomm M-MIMO AAU 3 Samsung Telecomm RRH-C2A W/EXT FILTER 3 Samsung Telecomm RRH-P4 118.0 1 -- Platform Mount [LP 602-1] 114.0 114.0 1 Terrawave T49300G10006 1 3/8 1 -- Pipe Mount [PM 601-1] 110.0 113.0 1 Maxrad MFB-8137 2 7/8 110.0 1 -- Side Arm Mount [SO 104-3] 109.0 1 Maxrad MFB24010 108.0 108.0 1 -- Side Arm Mount [SO 102-3] -- -- June 11, 2019 118.5 Ft Monopole Tower Structural Analysis CCI BU No 877635 Project Number 136349.001.01, Order 494705, Revision 2 Page 4 tnxTower Report - version 8.0.5.0 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 102.0 102.0 1 -- Side Arm Mount [SO 102-3] -- -- 67.0 69.0 3 Andrew 641280-DF 12 7/8 3 Andrew LNX-6514DS-VTM 3 Antel BXD-63606380CF 67.0 1 -- Side Arm Mount [SO 102-3] 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source Online Order Information AT&T Mobility Co-Locate, Rev# 2 494705 CCI Sites Tower Manufacturer Drawing FWT, Inc., Job No. 12104 1609496 CCI Sites Mount Analysis Report GPD Group, Project No. 2019777.877635.03 8457410 CCI Sites Mount Analysis Report Tele CAD Wireless, Date. 09/21/2018 7882310 CCI Sites Foundation Drawing FWT, Inc., Job No. 199139 1472998 CCI Sites Geotech Report ETS, Project No. 16889 1609467 CCI Sites Antenna Configuration Crown CAD Package Date: 05/24/2019 CCI Sites 3.1) Analysis Method tnxTower (version 8.0.5.0), 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. 3.2) Assumptions 1) The tower and structures were built and have been maintained in accordance with the manufacturer’s specification. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 3) Mount areas and weights are assumed based on photographs provided. 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. June 11, 2019 118.5 Ft Monopole Tower Structural Analysis CCI BU No 877635 Project Number 136349.001.01, Order 494705, Revision 2 Page 5 tnxTower Report - version 8.0.5.0 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass / Fail L1 118.5 - 76.5 Pole TP23.24x14.05x0.188 1 -8.946 830.566 86.8 Pass L2 76.5 - 37.5 Pole TP31.41x22.209x0.313 2 -15.051 1867.939 77.1 Pass L3 37.5 - 0 Pole TP39x29.909x0.375 3 -24.447 2864.841 75.4 Pass Summary Pole (L1) 86.8 Pass Rating = 86.8 Pass Table 5 - Tower Component Stresses vs. Capacity - LC7 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods Base 67.2 Pass 1 Base Plate Base 34.5 Pass 1 Base Foundation (Structure)Base 40.5 Pass 1 Base Foundation (Soil Interaction)Base 29.9 Pass Structure Rating (max from all components) = 86.8% 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 B+T Group 1717 S.Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Job: 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Anuradha S App'd: Code: TIA-222-H Date: 06/11/19 Scale: NTS Path: E:\SA jobs\11-06\Compile_136349_877635_Carmel- Plum Creek-----Anuradha------Akshay\tnx_001_01\136349_001_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 23 K SHEAR 1953 kip-ft MOMENT 24 K AXIAL 40 mph WIND - 2.000 in ICE TORQUE 0 kip-ft 4 K SHEAR 385 kip-ft MOMENT 50 K AXIAL ARE FACTORED ALL REACTIONS Section123 Length (ft)42.00042.00041.500 Number of Sides121212 Thickness (in)0.1880.3130.375 Socket Length (ft)3.0004.000 Top Dia (in)14.05022.20929.909 Bot Dia (in)23.24031.41039.000 GradeA572-65 Weight (K)1.63.85.811.2MATERIAL STRENGTH GRADE GRADEFy FyFu 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 9. TOWER RATING: 86.8% B+T Group B+T Group 1717 S.Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Job: 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Anuradha S App'd: Code: TIA-222-H Date: 06/11/19 Scale: NTS Path: E:\SA jobs\11-06\Compile_136349_877635_Carmel- Plum Creek-----Anuradha------Akshay\tnx_001_01\136349_001_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 0.000Elevation (ft)0 0 500 500 1000 1000 1500 1500 2000 2000 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 B+T Group 1717 S.Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Job: 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Anuradha S App'd: Code: TIA-222-H Date: 06/11/19 Scale: NTS Path: E:\SA jobs\11-06\Compile_136349_877635_Carmel- Plum Creek-----Anuradha------Akshay\tnx_001_01\136349_001_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 0.000Elevation (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 B+T Group 1717 S.Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Job: 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635 Project: Client: Crown Castle Drawn by: Anuradha S App'd: Code: TIA-222-H Date: 06/11/19 Scale: NTS Path: E:\SA jobs\11-06\Compile_136349_877635_Carmel- Plum Creek-----Anuradha------Akshay\tnx_001_01\136349_001_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)Face B 118.000 67.00067.000 114.000 106.000 91.00091.00091.00091.00091.00091.00091.00091.00091.000 (6) SPRINT NMP_HYBRID CABLE(1-1/2) ((3E 1 1/2+1R 7/8) to 118')(6) AVA5-50(7/8) (E)(6) FLC 78-50J(7/8) (E)Face C 76.500 37.500 0.000 118.500118.000 67.00067.000 114.000 106.000 91.00091.00091.00091.00091.00091.00091.00091.00091.000 LDF2-50A(3/8) (E)LDF4-50A(1/2) (E)LDF2-50A(3/8) (E)(6) LDF5-50A(7/8) (E)A-DQZNB2YN1750 N(17/64) (E)FB-L98B-034-XXXXXX(3/8) (E)(2) RLSS 8AWG DC(3/4) (E)(2) WR-VG86ST-BRD(3/4) (E)(2) PWRT-606-S(7/8) (P)FB-L98B-034-XXXXXX(3/8) (P)2" Rigid Conduit (E)Safety Line 3/8 (E) ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 1 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 1.05. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85. 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 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 2 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 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) ((3E 1 1/2+1R 7/8) to 118') B No Surface Ar (CaAa) 118.000 - 0.000 6 2 -0.450 -0.400 1.500 0.001 ***** AVA5-50(7/8) (E) B No Surface Ar (CaAa) 67.000 - 0.000 6 6 0.200 0.350 1.102 0.000 ***** Safety Line 3/8 (E) C No Surface Ar (CaAa) 118.500 - 0.000 1 1 0.100 0.110 0.375 0.000 ***** ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 3 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 FLC 78-50J(7/8) (E) B No No Inside Pole 67.000 - 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 ***** LDF2-50A(3/8) (E) 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 ***** LDF4-50A(1/2) (E) C No No Inside Pole 106.000 - 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) (E) 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 LDF5-50A(7/8) (E) 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 A-DQZNB2YN1750 N(17/64) (E) 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 FB-L98B-034-XXX XXX(3/8) (E) 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 RLSS 8AWG DC(3/4) (E) 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) (E) 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 PWRT-606-S(7/8) (P) 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) (P) 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 ***** 2'' Rigid Conduit (E) 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 ***** ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 4 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 0.000 12.450 1.575 0.000 0.000 0.000 0.000 0.249 0.146 L2 76.500-37.500 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.205 1.462 0.000 0.000 0.000 0.000 0.358 0.365 L3 37.500-0.000 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 36.045 1.406 0.000 0.000 0.000 0.000 0.382 0.351 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 0.000 35.188 17.464 0.000 0.000 0.000 0.000 0.888 0.366 L2 76.500-37.500 A B C 1.793 0.000 0.000 0.000 0.000 0.000 0.000 0.000 71.400 16.217 0.000 0.000 0.000 0.000 1.417 0.569 L3 37.500-0.000 A B C 1.605 0.000 0.000 0.000 0.000 0.000 0.000 0.000 78.682 14.856 0.000 0.000 0.000 0.000 1.469 0.529 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 118.500-76.500 0.248 -1.642 0.156 -1.364 L2 76.500-37.500 2.601 -1.245 2.325 -1.056 L3 37.500-0.000 3.291 -1.187 3.118 -1.042 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 1 SPRINT NMP_HYBRID CABLE(1-1/2) 76.50 - 118.00 1.0000 1.0000 L1 24 Safety Line 3/8 76.50 - 118.50 1.0000 1.0000 L1 6 AVA5-50(7/8) 76.50 - 67.00 1.0000 1.0000 L2 1 SPRINT NMP_HYBRID CABLE(1-1/2) 37.50 - 76.50 1.0000 1.0000 L2 6 AVA5-50(7/8) 37.50 - 67.00 1.0000 1.0000 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 5 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L2 24 Safety Line 3/8 37.50 - 76.50 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 ft2 CAAA Side ft2 Weight K Lightning Rod 5/8'' x 8' (E) 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 w/ Mount Pipe (E) A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.371 8.931 9.457 10.531 6.362 7.538 8.427 10.239 0.075 0.140 0.214 0.389 P65-16-XLPP-RR w/ Mount Pipe (E) B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.371 8.931 9.457 10.531 6.362 7.538 8.427 10.239 0.075 0.140 0.214 0.389 P65-16-XLPP-RR w/ Mount Pipe (E) C From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.371 8.931 9.457 10.531 6.362 7.538 8.427 10.239 0.075 0.140 0.214 0.389 M-MIMO AAU w/ Mount Pipe (E-Reserved) A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 7.013 7.417 7.830 8.685 3.244 3.780 4.323 5.459 0.160 0.211 0.268 0.403 M-MIMO AAU w/ Mount Pipe (E-Reserved) B From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 7.013 7.417 7.830 8.685 3.244 3.780 4.323 5.459 0.160 0.211 0.268 0.403 M-MIMO AAU w/ Mount Pipe (E-Reserved) C From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 7.013 7.417 7.830 8.685 3.244 3.780 4.323 5.459 0.160 0.211 0.268 0.403 (2) RRH-P4 (E) B From Leg 4.000 0.000 2.000 0.000 118.000 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 (E) C From Leg 4.000 0.000 2.000 0.000 118.000 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 (2) RRH-C2A W/EXT FILTER (E) B From Leg 4.000 0.000 2.000 0.000 118.000 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 (E) C From Leg 4.000 0.000 2.000 0.000 118.000 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 (3) 6' x 2'' Mount Pipe (E) A From Leg 4.000 0.000 2.000 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 1.425 1.925 2.294 1.425 1.925 2.294 0.022 0.033 0.048 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 6 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 3.060 3.060 0.090 (3) 6' x 2'' Mount Pipe (E) B From Leg 4.000 0.000 2.000 0.000 118.000 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 (E) C From Leg 4.000 0.000 2.000 0.000 118.000 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 Platform Mount [LP 602-1] (E) C None 0.000 118.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 32.030 38.710 45.390 58.750 32.030 38.710 45.390 58.750 1.343 1.800 2.257 3.170 ***** Pipe Mount [PM 601-1] (E) A From Leg 0.500 0.000 0.000 0.000 114.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.000 3.740 4.480 5.960 0.900 1.120 1.340 1.780 0.065 0.079 0.093 0.122 ***** MFB-8137 (AB) A From Leg 1.500 0.000 3.000 0.000 110.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.200 2.021 2.858 4.005 1.200 2.021 2.858 4.005 0.004 0.014 0.029 0.075 MFB24010 (AB) A From Leg 1.500 0.000 -1.000 0.000 110.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.375 0.584 0.776 1.187 0.375 0.584 0.776 1.187 0.001 0.004 0.009 0.027 5' x 2'' Pipe Mount (E) A From Leg 1.500 0.000 0.000 0.000 110.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.000 1.393 1.703 2.351 1.000 1.393 1.703 2.351 0.029 0.037 0.048 0.082 Side Arm Mount [SO 104-3] (E) C None 0.000 110.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.300 4.130 4.960 6.620 3.300 4.130 4.960 6.620 0.287 0.317 0.347 0.407 ***** Side Arm Mount [SO 102-3] (E-Empty) C None 0.000 108.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.000 3.480 3.960 4.920 3.000 3.480 3.960 4.920 0.081 0.111 0.141 0.201 ***** Pipe Mount [PM 601-1] (E-Existing) A From Leg 0.500 0.000 0.000 0.000 106.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.000 3.740 4.480 5.960 0.900 1.120 1.340 1.780 0.065 0.079 0.093 0.122 ***** Side Arm Mount [SO 102-3] (E-Empty) C None 0.000 102.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.000 3.480 3.960 4.920 3.000 3.480 3.960 4.920 0.081 0.111 0.141 0.201 ***** RA21.7750.00 w/ Mount Pipe (E-Existing) A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 6.973 7.480 7.963 8.953 5.153 6.153 6.957 8.616 0.053 0.108 0.171 0.321 RA21.7750.00 w/ Mount Pipe (E-Existing) B From Leg 4.000 0.000 0.000 91.000 No Ice 1/2'' Ice 6.973 7.480 5.153 6.153 0.053 0.108 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 7 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 7.963 8.953 6.957 8.616 0.171 0.321 RA21.7750.00 w/ Mount Pipe (E-Existing) C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 6.973 7.480 7.963 8.953 5.153 6.153 6.957 8.616 0.053 0.108 0.171 0.321 RRUS 32 B66 (E-Existing) 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 (E-Existing) 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 (E-Existing) 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 (2) LGP21404 (E-Existing) A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.104 1.239 1.381 1.688 0.347 0.442 0.544 0.770 0.014 0.021 0.030 0.055 (2) LGP21404 (E-Existing) B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.104 1.239 1.381 1.688 0.347 0.442 0.544 0.770 0.014 0.021 0.030 0.055 (2) LGP21404 (E-Existing) C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 1.104 1.239 1.381 1.688 0.347 0.442 0.544 0.770 0.014 0.021 0.030 0.055 DC6-48-60-18-8F (E-Existing) 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 DC6-48-60-18-8F (E-Existing) B 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 32 (E-Existing) A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.857 3.083 3.316 3.805 1.777 1.968 2.166 2.583 0.055 0.077 0.103 0.165 RRUS 32 (E-Existing) B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.857 3.083 3.316 3.805 1.777 1.968 2.166 2.583 0.055 0.077 0.103 0.165 RRUS 32 (E-Existing) C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 2.857 3.083 3.316 3.805 1.777 1.968 2.166 2.583 0.055 0.077 0.103 0.165 RRUS 32 B2 (E-Existing) 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 (E-Existing) B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2.731 2.953 3.182 1.668 1.855 2.049 0.053 0.074 0.098 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 8 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 3.663 2.458 0.157 RRUS 32 B2 (E-Existing) 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 (2) XXQLH-654L8H8-IVT w/ Mount Pipe (P) A From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 17.383 18.112 18.850 20.262 10.104 11.625 13.169 15.512 0.142 0.259 0.387 0.678 (2) XXQLH-654L8H8-IVT w/ Mount Pipe (P) B From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 17.383 18.112 18.850 20.262 10.104 11.625 13.169 15.512 0.142 0.259 0.387 0.678 (2) XXQLH-654L8H8-IVT w/ Mount Pipe (P) C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 17.383 18.112 18.850 20.262 10.104 11.625 13.169 15.512 0.142 0.259 0.387 0.678 RADIO 4449 B5/B12 (P) 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 (P) B 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 (P) 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 2.329 1.300 1.445 1.597 1.924 0.073 0.090 0.110 0.159 RRUS 4478 B14 (P) 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 (P) 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 (P) 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 DC6-48-60-0-8F (P) C From Leg 4.000 0.000 0.000 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 0.917 1.458 1.643 2.042 0.917 1.458 1.643 2.042 0.033 0.051 0.071 0.119 6' x 2'' Mount Pipe (E-Raycap) A From Leg 1.000 0.000 0.000 0.000 91.000 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 (E-Raycap) B From Leg 1.000 0.000 0.000 0.000 91.000 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 (E-Raycap) C From Leg 1.000 0.000 0.000 0.000 91.000 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 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 9 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 Platform Mount [LP 303-1] (E-Existing) C None 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 14.660 18.870 23.080 31.500 14.660 18.870 23.080 31.500 1.250 1.481 1.713 2.175 Miscellaneous [NA 507-1] (E-Existing) C None 0.000 91.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 4.800 6.700 8.600 12.400 4.800 6.700 8.600 12.400 0.245 0.294 0.343 0.441 ***** BXD-63606380CF w/ Mount Pipe (E) A From Leg 1.000 0.000 2.000 0.000 67.000 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 (E) B From Leg 1.000 0.000 2.000 0.000 67.000 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 (E) C From Leg 1.000 0.000 2.000 0.000 67.000 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 LNX-6514DS-VTM w/ Mount Pipe (E) A From Leg 1.000 0.000 2.000 0.000 67.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.316 8.876 9.402 10.475 7.004 8.185 9.081 10.904 0.059 0.127 0.204 0.384 LNX-6514DS-VTM w/ Mount Pipe (E) B From Leg 1.000 0.000 2.000 0.000 67.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.316 8.876 9.402 10.475 7.004 8.185 9.081 10.904 0.059 0.127 0.204 0.384 LNX-6514DS-VTM w/ Mount Pipe (E) C From Leg 1.000 0.000 2.000 0.000 67.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 8.316 8.876 9.402 10.475 7.004 8.185 9.081 10.904 0.059 0.127 0.204 0.384 641280-DF (E) A From Leg 1.000 0.000 2.000 0.000 67.000 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 641280-DF (E) B From Leg 1.000 0.000 2.000 0.000 67.000 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 641280-DF (E) C From Leg 1.000 0.000 2.000 0.000 67.000 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 Side Arm Mount [SO 102-3] (E) C None 0.000 67.000 No Ice 1/2'' Ice 1'' Ice 2'' Ice 3.000 3.480 3.960 4.920 3.000 3.480 3.960 4.920 0.081 0.111 0.141 0.201 ***** ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 10 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 (E) A Grid From Leg 1.000 0.000 0.000 -75.000 114.000 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 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 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 11 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S Comb. No. Description 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 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 -25.485 -2.052 -1.647 Max. Mx 8 -8.946 -352.802 -2.778 Max. My 14 -9.256 -2.945 -318.945 Max. Vy 20 -15.317 351.977 1.810 Max. Vx 2 -13.649 2.327 318.032 Max. Torque 19 1.067 L2 76.5 - 37.5 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -36.814 -3.824 -1.123 Max. Mx 8 -15.051 -1043.742 -4.588 Max. My 14 -15.255 -5.550 -932.378 Max. Vy 20 -20.303 1042.654 4.393 Max. Vx 2 -18.003 4.861 932.259 Max. Torque 19 0.530 L3 37.5 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 26 -49.959 -6.030 -0.208 Max. Mx 8 -24.447 -1953.053 -6.404 Max. My 2 -24.452 7.410 1740.845 Max. Vy 20 -23.382 1951.441 7.194 Max. Vx 2 -20.860 7.410 1740.845 Max. Torque 19 0.527 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 30 49.959 -4.060 -0.027 Max. Hx 20 24.472 23.355 0.059 Max. Hz 2 24.472 0.072 20.837 Max. Mx 2 1740.845 0.072 20.837 Max. Mz 8 1953.053 -23.342 -0.049 Max. Torsion 19 0.526 18.063 -10.372 Min. Vert 13 18.354 -10.501 -18.096 Min. Hx 8 24.472 -23.342 -0.049 Min. Hz 14 24.472 -0.054 -20.826 Min. Mx 14 -1739.947 -0.054 -20.826 Min. Mz 20 -1951.441 23.355 0.059 Min. Torsion 7 -0.518 -18.065 10.377 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 12 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 20.393 0.000 0.000 0.138 -1.298 -0.000 1.2 Dead+1.0 Wind 0 deg - No Ice 24.472 -0.072 -20.837 -1740.845 7.410 0.284 0.9 Dead+1.0 Wind 0 deg - No Ice 18.354 -0.072 -20.837 -1721.120 7.702 0.287 1.2 Dead+1.0 Wind 30 deg - No Ice 24.472 10.371 -18.009 -1503.149 -867.140 0.489 0.9 Dead+1.0 Wind 30 deg - No Ice 18.354 10.371 -18.009 -1486.129 -856.886 0.495 1.2 Dead+1.0 Wind 60 deg - No Ice 24.472 18.065 -10.377 -865.111 -1513.293 0.511 0.9 Dead+1.0 Wind 60 deg - No Ice 18.354 18.065 -10.377 -855.348 -1495.667 0.518 1.2 Dead+1.0 Wind 90 deg - No Ice 24.472 23.342 0.049 6.404 -1953.053 -0.277 0.9 Dead+1.0 Wind 90 deg - No Ice 18.354 23.342 0.049 6.258 -1930.579 -0.272 1.2 Dead+1.0 Wind 120 deg - No Ice 24.472 18.961 10.979 922.259 -1593.398 0.271 0.9 Dead+1.0 Wind 120 deg - No Ice 18.354 18.961 10.979 911.733 -1574.896 0.274 1.2 Dead+1.0 Wind 150 deg - No Ice 24.472 10.501 18.096 1514.210 -883.224 0.009 0.9 Dead+1.0 Wind 150 deg - No Ice 18.354 10.501 18.096 1496.936 -872.744 0.009 1.2 Dead+1.0 Wind 180 deg - No Ice 24.472 0.054 20.826 1739.947 -8.401 -0.249 0.9 Dead+1.0 Wind 180 deg - No Ice 18.354 0.054 20.826 1720.132 -7.883 -0.252 1.2 Dead+1.0 Wind 210 deg - No Ice 24.472 -10.392 18.009 1503.469 866.478 -0.460 0.9 Dead+1.0 Wind 210 deg - No Ice 18.354 -10.392 18.009 1486.341 857.029 -0.466 1.2 Dead+1.0 Wind 240 deg - No Ice 24.472 -18.063 10.372 864.820 1509.777 -0.520 0.9 Dead+1.0 Wind 240 deg - No Ice 18.354 -18.063 10.372 854.957 1492.993 -0.526 1.2 Dead+1.0 Wind 270 deg - No Ice 24.472 -23.355 -0.059 -7.194 1951.441 0.294 0.9 Dead+1.0 Wind 270 deg - No Ice 18.354 -23.355 -0.059 -7.144 1929.779 0.289 1.2 Dead+1.0 Wind 300 deg - No Ice 24.472 -18.977 -10.977 -921.711 1592.145 -0.242 0.9 Dead+1.0 Wind 300 deg - No Ice 18.354 -18.977 -10.977 -911.292 1574.453 -0.245 1.2 Dead+1.0 Wind 330 deg - No Ice 24.472 -10.501 -18.091 -1513.156 880.065 -0.004 0.9 Dead+1.0 Wind 330 deg - No Ice 18.354 -10.501 -18.091 -1495.997 870.424 -0.004 1.2 Dead+1.0 Ice+1.0 Temp 49.959 0.000 0.000 0.208 -6.030 -0.000 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 49.959 -0.021 -3.823 -351.872 -3.333 0.014 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 49.959 1.936 -3.294 -302.486 -185.453 -0.032 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 49.959 3.343 -1.878 -171.414 -315.485 -0.018 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 49.959 4.060 0.027 3.734 -384.663 -0.060 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 13 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 49.959 3.346 1.922 177.666 -315.941 -0.034 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 49.959 1.966 3.316 305.816 -189.531 -0.080 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 49.959 0.048 3.831 353.350 -12.346 -0.069 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 49.959 -1.908 3.300 303.748 169.714 -0.001 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 49.959 -3.300 1.908 175.778 297.737 -0.025 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 49.959 -4.035 -0.008 -0.861 369.338 0.033 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 49.959 -3.315 -1.926 -177.786 299.814 -0.029 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 49.959 -1.914 -3.320 -306.018 170.562 -0.031 Dead+Wind 0 deg - Service 20.393 -0.019 -5.342 -443.687 0.963 0.075 Dead+Wind 30 deg - Service 20.393 2.659 -4.617 -383.083 -221.977 0.129 Dead+Wind 60 deg - Service 20.393 4.632 -2.660 -220.439 -386.704 0.135 Dead+Wind 90 deg - Service 20.393 5.984 0.013 1.734 -499.065 -0.071 Dead+Wind 120 deg - Service 20.393 4.861 2.815 235.269 -407.220 0.072 Dead+Wind 150 deg - Service 20.393 2.692 4.640 386.130 -226.086 0.002 Dead+Wind 180 deg - Service 20.393 0.014 5.339 443.664 -3.063 -0.066 Dead+Wind 210 deg - Service 20.393 -2.664 4.617 383.373 219.961 -0.121 Dead+Wind 240 deg - Service 20.393 -4.631 2.659 220.572 383.958 -0.137 Dead+Wind 270 deg - Service 20.393 -5.988 -0.015 -1.731 496.805 0.076 Dead+Wind 300 deg - Service 20.393 -4.865 -2.814 -234.920 405.053 -0.064 Dead+Wind 330 deg - Service 20.393 -2.692 -4.638 -385.651 223.432 -0.001 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 0.000 -20.393 0.000 0.000 20.393 0.000 0.000% 2 -0.072 -24.472 -20.837 0.072 24.472 20.837 0.000% 3 -0.072 -18.354 -20.837 0.072 18.354 20.837 0.000% 4 10.371 -24.472 -18.009 -10.371 24.472 18.009 0.000% 5 10.371 -18.354 -18.009 -10.371 18.354 18.009 0.000% 6 18.065 -24.472 -10.377 -18.065 24.472 10.377 0.000% 7 18.065 -18.354 -10.377 -18.065 18.354 10.377 0.000% 8 23.342 -24.472 0.049 -23.342 24.472 -0.049 0.000% 9 23.342 -18.354 0.049 -23.342 18.354 -0.049 0.000% 10 18.961 -24.472 10.979 -18.961 24.472 -10.979 0.000% 11 18.961 -18.354 10.979 -18.961 18.354 -10.979 0.000% 12 10.501 -24.472 18.096 -10.501 24.472 -18.096 0.000% 13 10.501 -18.354 18.096 -10.501 18.354 -18.096 0.000% 14 0.054 -24.472 20.826 -0.054 24.472 -20.826 0.000% 15 0.054 -18.354 20.826 -0.054 18.354 -20.826 0.000% 16 -10.392 -24.472 18.009 10.392 24.472 -18.009 0.000% 17 -10.392 -18.354 18.009 10.392 18.354 -18.009 0.000% 18 -18.063 -24.472 10.372 18.063 24.472 -10.372 0.000% 19 -18.063 -18.354 10.372 18.063 18.354 -10.372 0.000% 20 -23.355 -24.472 -0.059 23.355 24.472 0.059 0.000% 21 -23.355 -18.354 -0.059 23.355 18.354 0.059 0.000% 22 -18.977 -24.472 -10.977 18.977 24.472 10.977 0.000% 23 -18.977 -18.354 -10.977 18.977 18.354 10.977 0.000% 24 -10.501 -24.472 -18.091 10.501 24.472 18.091 0.000% ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 14 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 25 -10.501 -18.354 -18.091 10.501 18.354 18.091 0.000% 26 0.000 -49.959 0.000 -0.000 49.959 -0.000 0.000% 27 -0.021 -49.959 -3.823 0.021 49.959 3.823 0.000% 28 1.936 -49.959 -3.294 -1.936 49.959 3.294 0.000% 29 3.342 -49.959 -1.878 -3.343 49.959 1.878 0.000% 30 4.059 -49.959 0.027 -4.060 49.959 -0.027 0.000% 31 3.346 -49.959 1.922 -3.346 49.959 -1.922 0.000% 32 1.966 -49.959 3.316 -1.966 49.959 -3.316 0.000% 33 0.048 -49.959 3.831 -0.048 49.959 -3.831 0.000% 34 -1.908 -49.959 3.300 1.908 49.959 -3.300 0.000% 35 -3.300 -49.959 1.908 3.300 49.959 -1.908 0.000% 36 -4.035 -49.959 -0.008 4.035 49.959 0.008 0.000% 37 -3.315 -49.959 -1.926 3.315 49.959 1.926 0.000% 38 -1.914 -49.959 -3.320 1.914 49.959 3.320 0.000% 39 -0.019 -20.393 -5.342 0.019 20.393 5.342 0.000% 40 2.659 -20.393 -4.617 -2.659 20.393 4.617 0.000% 41 4.632 -20.393 -2.660 -4.632 20.393 2.660 0.000% 42 5.984 -20.393 0.013 -5.984 20.393 -0.013 0.000% 43 4.861 -20.393 2.815 -4.861 20.393 -2.815 0.000% 44 2.692 -20.393 4.640 -2.692 20.393 -4.640 0.000% 45 0.014 -20.393 5.339 -0.014 20.393 -5.339 0.000% 46 -2.664 -20.393 4.617 2.664 20.393 -4.617 0.000% 47 -4.631 -20.393 2.659 4.631 20.393 -2.659 0.000% 48 -5.988 -20.393 -0.015 5.988 20.393 0.015 0.000% 49 -4.865 -20.393 -2.814 4.865 20.393 2.814 0.000% 50 -2.692 -20.393 -4.638 2.692 20.393 4.638 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 4 0.00000001 0.00080593 3 Yes 4 0.00000001 0.00023644 4 Yes 6 0.00000001 0.00005931 5 Yes 5 0.00000001 0.00045751 6 Yes 6 0.00000001 0.00005743 7 Yes 5 0.00000001 0.00044240 8 Yes 4 0.00000001 0.00089001 9 Yes 4 0.00000001 0.00026301 10 Yes 6 0.00000001 0.00006325 11 Yes 5 0.00000001 0.00048629 12 Yes 6 0.00000001 0.00005929 13 Yes 5 0.00000001 0.00045711 14 Yes 4 0.00000001 0.00099075 15 Yes 4 0.00000001 0.00041583 16 Yes 6 0.00000001 0.00005720 17 Yes 5 0.00000001 0.00044095 18 Yes 6 0.00000001 0.00005964 19 Yes 5 0.00000001 0.00046026 20 Yes 4 0.00000001 0.00099486 21 Yes 4 0.00000001 0.00037241 22 Yes 6 0.00000001 0.00006198 23 Yes 5 0.00000001 0.00047633 24 Yes 6 0.00000001 0.00005917 25 Yes 5 0.00000001 0.00045645 26 Yes 4 0.00000001 0.00005488 27 Yes 5 0.00000001 0.00034084 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 15 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 28 Yes 5 0.00000001 0.00043327 29 Yes 5 0.00000001 0.00043260 30 Yes 5 0.00000001 0.00037988 31 Yes 5 0.00000001 0.00045128 32 Yes 5 0.00000001 0.00045665 33 Yes 5 0.00000001 0.00035145 34 Yes 5 0.00000001 0.00041925 35 Yes 5 0.00000001 0.00041974 36 Yes 5 0.00000001 0.00036027 37 Yes 5 0.00000001 0.00041682 38 Yes 5 0.00000001 0.00041585 39 Yes 4 0.00000001 0.00006226 40 Yes 4 0.00000001 0.00050901 41 Yes 4 0.00000001 0.00046538 42 Yes 4 0.00000001 0.00007163 43 Yes 4 0.00000001 0.00059811 44 Yes 4 0.00000001 0.00051194 45 Yes 4 0.00000001 0.00006681 46 Yes 4 0.00000001 0.00046090 47 Yes 4 0.00000001 0.00051453 48 Yes 4 0.00000001 0.00007371 49 Yes 4 0.00000001 0.00055331 50 Yes 4 0.00000001 0.00049548 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 118.5 - 76.5 27.437 42 2.183 0.006 L2 79.5 - 37.5 11.838 42 1.474 0.001 L3 41.5 - 0 3.068 42 0.695 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 118.500 Lightning Rod 5/8'' x 8' 42 27.437 2.183 0.007 17199 118.000 P65-16-XLPP-RR w/ Mount Pipe 42 27.220 2.174 0.007 17199 114.000 T49300G10006 42 25.480 2.105 0.006 17199 110.000 MFB-8137 42 23.751 2.035 0.005 10117 108.000 Side Arm Mount [SO 102-3] 42 22.892 2.000 0.005 8190 106.000 Pipe Mount [PM 601-1] 42 22.040 1.965 0.005 6879 102.000 Side Arm Mount [SO 102-3] 42 20.358 1.895 0.004 5211 91.000 RA21.7750.00 w/ Mount Pipe 42 15.948 1.695 0.002 3126 67.000 BXD-63606380CF w/ Mount Pipe 42 8.144 1.217 0.001 2319 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 118.5 - 76.5 107.188 8 8.526 0.023 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 16 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L2 79.5 - 37.5 46.329 8 5.772 0.004 L3 41.5 - 0 12.013 8 2.723 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 118.500 Lightning Rod 5/8'' x 8' 8 107.188 8.526 0.028 4558 118.000 P65-16-XLPP-RR w/ Mount Pipe 8 106.339 8.492 0.028 4558 114.000 T49300G10006 8 99.555 8.224 0.025 4558 110.000 MFB-8137 8 92.811 7.954 0.022 2680 108.000 Side Arm Mount [SO 102-3] 8 89.464 7.819 0.020 2169 106.000 Pipe Mount [PM 601-1] 8 86.140 7.683 0.019 1821 102.000 Side Arm Mount [SO 102-3] 8 79.578 7.409 0.016 1378 91.000 RA21.7750.00 w/ Mount Pipe 8 62.374 6.633 0.010 823 67.000 BXD-63606380CF w/ Mount Pipe 8 31.886 4.769 0.002 602 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 -8.946 791.015 0.011 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 42.000 0.000 0.0 30.410 -15.051 1778.990 0.008 L3 37.5 - 0 (3) TP39x29.909x0.375 41.500 0.000 0.0 46.640 -24.447 2728.420 0.009 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 118.5 - 76.5 (1) TP23.24x14.05x0.188 352.813 393.891 0.896 0.000 393.891 0.000 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 1043.750 1304.767 0.800 0.000 1304.767 0.000 L3 37.5 - 0 (3) TP39x29.909x0.375 1953.067 2498.542 0.782 0.000 2498.542 0.000 ttnnxxTToowweerr Job 136349.001.01 - Carmel- Plum Creek, IN (BU# 877635) Page 17 of 17 B+T Group 1717 S.Boulder, Suite 300 Project Date 15:06:48 06/11/19 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 587-4630 Client Crown Castle Designed by Anuradha S 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 15.305 237.305 0.064 0.218 467.496 0.000 L2 76.5 - 37.5 (2) TP31.41x22.209x0.313 20.290 533.697 0.038 0.278 1418.750 0.000 L3 37.5 - 0 (3) TP39x29.909x0.375 23.368 818.527 0.029 0.277 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) 0.011 0.896 0.000 0.064 0.000 0.911 1.050 4.8.2 L2 76.5 - 37.5 (2) 0.008 0.800 0.000 0.038 0.000 0.810 1.050 4.8.2 L3 37.5 - 0 (3) 0.009 0.782 0.000 0.029 0.000 0.791 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 118.5 - 76.5 Pole TP23.24x14.05x0.188 1 -8.946 830.566 86.8 Pass L2 76.5 - 37.5 Pole TP31.41x22.209x0.313 2 -15.051 1867.939 77.1 Pass L3 37.5 - 0 Pole TP39x29.909x0.375 3 -24.447 2864.841 75.4 Pass Summary Pole (L1) 86.8 Pass RATING = 86.8 Pass 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_c = 171.7 φPn_c = 243.75 Stress Rating Vu = 1.95 φVn = 73.13 67.2% Base Plate Data Mu = n/a φMn = n/a Pass 52" OD x 2.75" Plate (A633-GR 60; Fy=60 ksi, Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):19.55 (Flexural) N/A Allowable Stress (ksi):54 Stress Rating:34.5%Pass Pole Data 39" x 0.375" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) 24.45 23.37 Adjusted Pole Reactions BU # 877635 Applied Loads Site Name Carmel - Plum Creek, IN Order # 494705, Rev. 2 Analysis Considerations Site Info TIA-222 Revision H Grout Considered:No Analysis ResultsConnection Properties Iar (in) 2.25 Moment (kip-ft) 1953.06 Axial Force (kips) 24.45 Shear Force (kips) 23.37 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 CCIplate - version 3.6.0 Analysis Date: 6/11/2019 TIA-222 Revison:Check Pier Capacity only at location of Max Moment?No Tower Type: Soil Lateral Capacity Compression Uplift Comp.Uplift 7.14 - 1953 4.23 - 24 2079.74 - 23 29.9%- Soil Vertical Capacity Compression Uplift 389.43 - 4 ksi 209.89 - 60 ksi 100.18 - 599.31 - 124.18 - 30 ft 19.7%- 0.5 ft Reinforced Concrete Capacity Compression Uplift 7.12 - 2079.74 - 6 ft 4886.20 - 24 40.5%- 11 4 in 5 *Rating per TIA-222-H Section 15.5 4 ft # of Layers 4 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 9.8976 16 N/A Cohesionless Cohesionless Cohesionless Cohesionless 29.9% 40.5% Soil Interaction Rating* Structural Foundation Rating* Analysis Results Drilled Pier Foundation BU # : Site Name: Order Number: Monopole Applied Loads Material Properties Pier Design Data H 877635 Carmel - Plum Creek, IN 494705, Rev. 2 Moment (kip-ft) Axial Force (kips) Shear Force (kips) Concrete Strength, f'c: Dv=0 (ft from TOC) Soil Safety Factor Max Moment (kip-ft) Rating* Skin Friction (kips) Weight of Concrete (kips) Calculated Ultimate Skin Friction Uplift (ksf) Calculated Ultimate Skin Friction Comp (ksf) Layer Top (ft) Bottom (ft) Thickness (ft) Ultimate Skin Friction Comp Override (ksf) Ultimate Skin Friction Uplift Override (ksf) Groundwater Depth Soil Profile Soil TypeSPT Blow Count Ult. Gross Bearing Capacity (ksf) γsoil (pcf) γconcrete (pcf) Cohesion (ksf) Angle of Friction (degrees) Depth Ext. Above Grade Critical Depth (ft from TOC) Critical Moment (kip-ft) Critical Moment Capacity Rating* Pier Section 1 From 0.5' above grade to 30' below grade Rebar Size Clear Cover to Ties Tie Size Rating* Rebar Strength, Fy: End Bearing (kips) Total Capacity (kips) Axial (kips) Check Limitation Apply TIA-222-H Section 15.5: Pier Diameter Rebar Quantity Version 2.1.1 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-10 Risk Category:II Soil Class:D - Stiff Soil Elevation:755.39 ft (NAVD 88) Latitude: Longitude: 39.972317 -86.06945 Wind Results: Data Source: Date Accessed: Wind Speed: 115 Vmph 10-year MRI 76 Vmph 25-year MRI 84 Vmph 50-year MRI 90 Vmph 100-year MRI 96 Vmph ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1–CC-4, incorporating errata of March 12, 2014 Tue Jun 11 2019 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. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. Page 1 of 3https://asce7hazardtool.online/Tue Jun 11 2019 SS : 0.145 S1 : 0.081 F a : 1.6 F v : 2.4 SMS : 0.232 SM1 : 0.194 SDS : 0.155 SD1 : 0.129 T L : 12 PGA : 0.066 PGA M : 0.106 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: Tue Jun 11 2019 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/Tue Jun 11 2019 Ice Results: Data Source: Date Accessed: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed: 40 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Tue Jun 11 2019 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. 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