Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
ll6558-uJ65741AuF RIFPAUL J. F O R D OFFICE COPY & COMPANY Date: March 18, 2020 RECEIVED Steven Ruvalcaba MAR 3 0 2020 Paul J. Ford and Company Crown Castle CITY OF TIGARD 250 East Broad St., Ste 600 2055 S Stearman Dr BUILDING DIVISION Columbus, OH 43215 Chandler, AZ 85286 614-221-6679 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: PT87 Carrier Site Name: TIGARD NE Crown Castle Designation: Crown Castle BU Number: 874135 Crown Castle Site Name: West Portland Crown Castle JDE Job Number: 599215 Crown Castle Work Order Number: 1834038 Crown Castle Order Number: 511775 Rev. 2 Engineering Firm Designation: Paul J. Ford and Company Project Number: 37520-0512.001.7805 Site Data: 10955 SW 65TH AVE,TIGARD,Washington County, OR Latitude 45°26'29.4", Longitude -122°44'38.3" 94 Foot-Monopole Tower Dear Steven Ruvalcaba, Paul J. Ford and Company 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: LC5: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2019 Oregon Structural Specialty Code and the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 97 mph. Applicable Standard - references and design criteria are listed in Section 2-Analysis Criteria. Respectfully submitted by: 0212174* Rtp PR04 ` — r S GINeE s'o ., red Forbes, E.I. :9567PE r Structural Designer jforbes(a,pauliford.com 1 4j --_ OREGONt* b. 8ybV 18:1-' 0<4 0./¢zrrzo iP/'froK. KE .t° Expires: ri/so./zor tnxTower Report-version 8.0.5.0 94 Ft Monopole Tower Structural Analysis March 18, 4135 CC!BU No 87432 Project Number 375+20-0512.001.7805; Order 511775, Revision 2 Page 2 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 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 3 1) INTRODUCTION This tower is a 94 ft Monopole tower designed by SABRE COMMUNICATIONS in April of 2001. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 97 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1.5 in Wind Speed with Ice: 30 mph Seismic Ss: 0.872 Seismic S1: 0.396 Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 3 alcatel lucent B25 RRH4X30-4R 3 alcatel lucent B66A RRH4X45 3 alcatel lucent RRH2X40-07-L-AT 3 alcatel lucent RRH4X25-WCS 2 commscope JAHH-65C-R3B-V3 w/ Mount Pipe NNHH-65C-R4_CCIV2 w/ 2 1-5/8 99.0 3 commscope 11 7/8 94.0 Mount Pipe 2 3/8 1 I kathrein I 800 10866 WI Mount Pipe 6 3/4 3 kmw ( EPBQ-654L8H8-L2 w/Mount communications I Pipe 3 nokia AHCA_CCIV3 3 nokia FRBI • 3 raycap DC6-48-60-18-8F I 94.0 I 1 I tower mounts I Platform Mount[LP 1001-1] • tnxTower Report-version 8.0.5.0 • March 18, 2020 94 Ft Monopole Tower Structural Analysis COI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 4 Table 2-Other Considered Equipment Center Number Mounting Line Antenna Number Feed of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer (ft) Lines Size(in) 90.0 90.0 1 tower mounts Side Arm Mount[SO 101-3] - - 12 I commscope SBNHH-1 D65C w/Mount Pipe 6 ericsson RADIO 2212 65.0 65.0 3 ericsson RRUS 32 B2 3 ericsson RRUS 32 B66 3 1-3/8 4 I raycap RCMDC-3315-PF-48 1 ( tower mounts (Platform Mount[LP 402-1_KCKR] 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document Remarks 1 Reference Source r Redmond &Associates, (III 4-GEOTECHNICAL REPORTS 110.149.G, 09/15/2000 1356168 CCISITES EGSci, 2017.874135, 08/21/2017 4-GEOTECHNICAL REPORTS 7025589 CCISITES (Supplemental) 4-TOWER FOUNDATION Sabre, 01-03017, 03/19/2001 1354402 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Sabre, 01-03017, 04/24/2001 1354388 I CCISITES DRAWINGS 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) 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. 3) Seismic forces have been inputted as user defined loads for use within tnxTower. The foundation, anchor rods, and base plate have been analyzed for the reactions from the wind loading analysis. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 5 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) Section Component Critical SF*P_allow % Pass I Fail No. Elevation(ft) Type Size Element P(K) (K) Capacity L1 94-50 Pole TP25.125x16x0.25 1 -14.52 1177.05 45.1 Pass L2 50-0 Pole TP34.875x23.8991 x0.3125 2 -22.49 2105.75 52.1 Pass Summary Pole(L2) 52.1 Pass RATING= 52.1 Pass Table 5-Tower Component Stresses vs. Capacity- LC5 Notes Component Elevation (ft) %Capacity Pass! Fail 1 Anchor Rods 0 49.3 Pass 1 Base Plate 0 45.5 Pass Base Foundation 1 0 50.6 Pass Structural Steel 1 Base Foundation 0 57.7 Pass Soil Interaction Structure Rating(max from all components) = 57.7% Notes: • All structural ratings are per TIA-222-H Section 15.5 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The monopole and its foundation have sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/SU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.0.5.0 • MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy Fu_ 94 0 ft A572-65 65 kme0 kai _ IIl 11111 TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase in thickness with height. 5 Deflections are based upon a 60 mph wind. eFle p P 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.0000 ft B. TIA-222-H Annex S 9. CCISeismic Note:Seismic loads generated by CCISeismic 3.2.3 10. CCISeismic Note:Seismic calculations are in ac cordance wi th TIA-222-H 11. TOWER RATING:52.1% 28 c 8 o — n n c v b f N a c n � 1111-1111 '111I 50.0 ft �JIII: O ALL REACTIONS ARE FACTORED AXIAL 25 K SHEAR MOMENT 2 K )` ,, 179 kip-ft N .14 TORQUE 0 kip-ft ry m SEISMIC AXIAL 43 K SHEAR ' MOMENT 2 K 1 J ` 141 kip-ft TORQUE 0 kip-ft 30 mph WIND-1.5000 in ICE AXIAL 23 K� (Y \ MOMENT 12 K 12 K ( if 931 kip-ft (Lon TORQUE 0 kip-ft s REACTIONS-97 mph WIND y _ b ^L+ — Y N Y3 2 cn m c9 �� Pau!J. Ford and Company Job 94'Monopole I Tigard, OR 250 East Broad St., Ste 600 PfojectP✓F#37520-05121 BUll 874135 Columbus,OH 43215 cnent Crown Castle Drawn ny:lforbes fpp°' Phone:814-221-6679 c°de`TIA-222-H o3te.03/1B/20 S°aie: NTS PJFL°go FAX: Path. . ........... aw9 No.E-1 ..�....__,..,.�. .._., March 18, 2020 94 Ft Monopole Tower Structural Analysis COI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 7 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: 1) Tower is located in Washington County, Oregon. 2) Tower base elevation above sea level: 354.1600 ft. 3) Basic wind speed of 97 mph. 4) Risk Category II. 5) Exposure Category C. 6) Simplified Topographic Factor Procedure for wind speed-up calculations is used. 7) Topographic Category: 1. 8) Crest Height: 0.0000 ft. 9) Nominal ice thickness of 1.5000 in. to) Ice thickness is considered to increase with height. 11) Ice density of 56.00 pcf. 12) .A wind speed of 30 mph is used in combination with ice. 13) Temperature drop of 50 °F. 14) Deflections calculated using a wind speed of 60 mph. 15) TIA-222-H Annex S. 1s) CCISeismic Note: Seismic loads generated by CCISeismic 3.2.3. 17) CCISeismic Note: Seismic calculations are in accordance with TIA-222-H. 18) A non-linear(P-delta)analysis was used. 19) Pressures are calculated at each section. 2o) Stress ratio used in pole design is 1.05. 21) Tower analysis based on target reliabilities in accordance with Annex S. 22) Load Modification Factors used: Kes(Fw) = 0.95, Kes(ti) = 0.85, Kes(Ev and Eh) = 1.0. 23) 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 J Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KUr All Leg Panels Have Same Allowable J Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice J Bypass Mast Stability Checks J Consider Feed Line Torque Always Use Max Kz J Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile J 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 J Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade ft Length Length of Diameter Diameter Thickness Radius ft ft Sides in in in in L1 94.0000- 44.0000 3.50 18 16.0000 25.1250 0.2500 1.0000 A572-65 50.0000 (65 ksi) L2 50.0000- 53.5000 18 23.8991 34.8750 0.3125 1.2500 A572-65 0.0000 (65 ksi) tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 8 Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w wit in in2 in4 in in in3 in° in2 in L1 16.2083 12.4976 391.6752 5.5912 8.1280 48.1884 783.8657 6.2500 2.3760 9.504 25.4740 19.7383 1543.0274 8.8306 12.7635 120.8938 3088.0852 9.8710 3.9820 15.928 L2 24.9487 23.3950 1644.3455 8.3733 12.1408 135.4400 3290.8547 11.6997 3.6563 11.7 35.3648 34.2817 5173.8024 12.2697 17.7165 292.0330 10354.412 17.1441 5.5880 17.882 7 Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt ft (per face) in A, Spacing Spacing Spacing ft2 Diagonals Horizontals Redundants in in in L1 94.0000- 1 1 1 50.0000 L2 50.0000- 1 1 1 0.0000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Componen Placement Total Number Start/En Width or Perimete Weight From t ft Number Per Row d Diamete r klf Torque Type Position r in Calculation in *MLCHHYBRID A No Surface Ar 65.0000- 3 3 0.042 1.4300 0.00 6X12(1-3/8) (CaAa) 0.0000 0.163 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Componen Placement Total C,,A4 Weight or Shield From t ft Number ft2/ft klf Leg Torque Type Calculation CR 50 1070(7/8) C No No Inside Pole 94.0000- 11 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 2"Ice 0.0000 0.00 - WR-VG86ST-BRD C No No Inside Pole 94.0000- 2 No Ice 0.0000 0.00 (3/4") 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 2"Ice 0.0000 0.00 • 12 PAIR(3/8) C No No Inside Pole 94.0000- 2 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 2"Ice 0.0000 0.00 LDF7-50A(1-5/8) C No No Inside Pole 94.0000- 2 No Ice 0.0000 0.00 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 2"Ice 0.0000 0.00 RLSS 8AWG C No No Inside Pole 94.0000- 4 No Ice 0.0000 0.00 DC(3/4) 0.0000 1/2"Ice 0.0000 0.00 1"Ice 0.0000 0.00 2"Ice 0.0000 0.00 Feed Line/Linear Appurtenances Section Areas tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis COI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 9 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation ft2 in Face Out Face K n ft ft2 ft2 ft2 L1 94.0000-50.0000 A 0.000 0.000 6.435 0.000 0.08 _ B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.38 L2 50.0000-0.0000 A 0.000 0.000 21.450 0.000 0.26 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.43 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness ft2 In Face Out Face K n ft Leg in ft2 ft2 ft2 L1 94.0000-50.0000 A 1.376 0.000 0.000 13.204 0.000 0.20 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.38 L2 50.0000-0.0000 A 1.239 0.000 0.000 44.012 0.000 0.66 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.43 Feed Line Center of Pressure Section Elevation CPx CP2 CPx CPZ ft in in Ice Ice in in L1 94.0000-50.0000 -0.9561 -0.8702 -0.9776 -0.8897 L2 50.0000-0.0000 -2.1849 -1.9885 -2.1619 -1.9676 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line K, K, Section Record No. Segment No Ice Ice Elev. L1 7 MLCH HYBRID 6X12(1- 50.00- 1.0000 1.0000 3/8) 65.00 User Defined Loads - Seismic Description Elevation Offset Azimuth E„ Eh„ E„, Eh ft From Angle K K K K Centroid ° ft CCISeismic Tower Section 1- 92.0000 0.00 0.00 0.02 0.00 0.00 0.03 1 CCISeismic Tower Section 1 - 85.0000 0.00 0.00 0.07 0.00 0.00 0.08 2 CCISeismic Tower Section 1 - 75.0000 0.00 0.00 0.07 0.00 0.00 0.07 3 CCISeismic Tower Section 1 - 65.0000 0.00 0.00 0.08 0.00 0.00 0.06 4 CCISeismic Tower Section 1 - 55.0000 0.00 0.00 0.09 0.00 0.00 0.05 5 CCISeismic Tower Section 2- 51.7500 0.00 0.00 0.04 0.00 0.00 0.02 1 CCISeismic Tower Section 2- 45.0000 0.00 0.00 0.12 0.00 0.00 0.04 2 CCISeismic Tower Section 2- 35.0000 0.00 0.00 0.13 0.00 0.00 0.03 3 CCISeismic Tower Section 2- 25.0000 0.00 0.00 0.14 0.00 0.00 0.01 4 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 10 Description Elevation Offset Azimuth E, Eex En, En ft From Angle K K K K Centroid ft CCISeismic Tower Section 2- 15.0000 0.00 0.00 0.15 0.00 0.00 0.01 5 CCISeismic Tower Section 2- 5.0000 0.00 0.00 0.16 0.00 0.00 0.00 6 CCISeismic miscl 1/2"x 5' 100.0000 0.00 0.00 0.00 0.00 0.00 0.00 Lightning Rod CCISeismic pole mounts 100.0000 0.00 0.00 0.00 0.00 0.00 0.01 2.375"OD x 8'Mount Pipe CCISeismic kathrein 800 94.0000 0.00 0.00 0.02 0.00 0.00 0.02 10866 w/Mount Pipe CCISeismic commscope 94.0000 0.00 0.00 0.02 0.00 0.00 0.03 NNHH-65C-R4 CCIV2 w/ Mount Pipe CCISeismic commscope 94.0000 0.00 0.00 0.02 0.00 0.00 0.03 NNHH-65C-R4_CCIV2 w/ Mount Pipe CCISeismic commscope 94.0000 0.00 0.00 0.02 0.00 0.00 0.03 NNHH-65C-R4_CCIV2 w/ Mount Pipe CCISeismic kmw 94.0000 0.00 0.00 0.02 0.00 0.00 0.02 communications EPBQ- 654L8H8-L2 w/Mount Pipe CCISeismic kmw 94.0000 0.00 0.00 0.02 0.00 0.00 0.02 communications EPBQ- 654L8H8-L2 w/Mount Pipe CCISeismic kmw 94.0000 0.00 0.00 0.02 0.00 0.00 0.02 communications EPBQ- 654L8H8-L2 wl Mount Pipe CCISeismic commscope 94.0000 0.00 0.00 0.02 0.00 0.00 0.03 JAHH-65C-R3B-V3 w/Mount Pipe CCISeismic commscope 94.0000 0.00 0.00 0.02 0.00 0.00 0.03 JAHH-65C-R3B-V3 w/Mount Pipe CCISeismic alcatel lucent B25 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 RRH4X30-4R CCISeismic alcatel lucent B25 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 RRH4X30-4R CCISeismic alcatel lucent B25 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 RRH4X30-4R CCISeismic nokia 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 AHCA CCIV3 CCISeismic nokia 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic nokia 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic raycap DC6-48- 94.0000 0.00 0.00 0.00 0.00 0.00 0.01 60-18-8F CCISeismic raycap DC6-48- 94.0000 0.00 0.00 0.00 0.00 0.00 0.01 60-18-8F CCISeismic raycap DC6-48- 94.0000 0.00 0.00 0.00 0.00 0.00 0.01 60-18-8 F CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 RRH2X40-07-L-AT CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 RRH2X40-07-L-AT CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 RRH2X40-07-L-AT CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 B66A RRH4X45 CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 B66A RRH4X45 CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 B66A RRH4X45 CCISeismic nokia FRBI 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 CCISeismic nokia FRBI 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 CCISeismic nokia FRBI 94.0000 0.00 0.00 0.01 0.00 0.00 0.01 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 11 Description Elevation Offset Azimuth E„ Eh, Eh. Eh ft From Angle K K K K Centroid ft CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.02 RRH4X25-WCS CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.02 RRH4X25-WCS CCISeismic alcatel lucent 94.0000 0.00 0.00 0.01 0.00 0.00 0.02 RRH4X25-WCS CCISeismic pole mounts 94.0000 0.00 0.00 . 0.00 0.00 0.00 0.01 2.375"OD x 8'Mount Pipe . CCISeismic pole mounts 94.0000 0.00 0.00 0.00 0.00 0.00 0.01 2.375"OD x 8'Mount Pipe CCISeismic pole mounts 94.0000 0.00 0.00 0.00 0.00 0.00 0.01 2.375"OD x 8'Mount Pipe CCISeismic tower mounts 94.0000 0.00 0.00 0.42 0.00 0.00 0.62 (cci)Platform Mount[LP 1001-1] CCISeismic(2)tower mounts 90.0000 0.00 0.00 0.01 0.00 0.00 0.01 (cci)6'x 2"Mount Pipe CCISeismic(2)tower mounts 90.0000 0.00 0.00 0.01 0.00 0.00 0.01 (cci)6'x 2"Mount Pipe CCISeismic(2)tower mounts 90.0000 0.00 0.00 0.01 0.00 0.00 0.01 (cci)6'x 2"Mount Pipe CCISeismic tower mounts 90.0000 0.00 0.00 0.04 0.00 0.00 0.05 (cci)Side Arm Mount[SO 101-3] CCISeismic(4)commscope 65.0000 0.00 0.00 0.05 0.00 0.00 0.03 SBNHH-1 D65C w/Mount Pipe CCISeismic(4)commscope 65.0000 0.00 0.00 0.05 0.00 0.00 0.03 SBNHH-1 D65C w/Mount Pipe CCISeismic(4)commscope 65.0000 0.00 0.00 0.05 0.00 0.00 0.03 SBNHH-1 D65C w/Mount Pipe CCISeismic(2)raycap 65.0000 0.00 0.00 0.01 0.00 0.00 0.01 RCMDC-3315-PF-48 CCISeismic raycap RCMDC- 65.0000 0.00 0.00 0.00 0.00 0.00 0.00 3315-PF-48 CCISeismic raycap RCMDC- 65.0000 0.00 0.00 0.00 0.00 0.00 0.00 3315-PF-48 CCISeismic(2)ericsson 65.0000 0.00 0.00 0.01 0.00 0.00 0.01 RADIO 2212 CCISeismic(2)ericsson 65.0000 0.00 0.00 0.01 0.00 0.00 0.01 RADIO 2212 CCISeismic(2)ericsson 65.0000 0.00 0.00 0.01 0.00 0.00 0.01 RADIO 2212 CCISeismic ericsson RRUS 65.0000 0.00 0.00 0.01 0.00 0.00 0.00 32 B2 CCISeismic ericsson RRUS 65.0000 0.00 0.00 0.01 0.00 0.00 0.00 32 B2 CCISeismic ericsson RRUS 65.0000 0.00 0.00 0.01 0.00 0.00 0.00 32 B2 CCISeismic ericsson RRUS 65.0000 0.00 0.00 0.01 0.00 0.00 0.00 32 B66 CCISeismic ericsson RRUS 65.0000 0.00 0.00 0.01 0.00 0.00 0.00 32 B66 CCISeismic ericsson RRUS 65.0000 0.00 0.00 0.01 0.00 0.00 0.00 32 B66 CCISeismic tower mounts 65.0000 0.00 0.00 0.34 0.00 0.00 0.24 (cci)Platform Mount[LP 402- 1_KCKR] CCISeismic(11)commscope 89.0000 0.00 0.00 0.00 0.00 0.00 0.01 CR 50 1070(7/8)From 0 to 94 (84ft to94ft) • CCISeismic(11)commscope 79.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (7411 to84ft) tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 12 Description Elevation Offset Azimuth E„ En: Eh, En ft From Angle K K K K Centroid ft CCISeismic(11)commscope 69.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (64ft to74ft) CCISeismic(11)commscope 59.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (54ft t064ft) CCISeismic(11)commscope 49.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (44ft to54ft) CCISeismic(11)commscope 39.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (34ft to44ft) CCISeismic(11)commscope 29.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (24ft to34ft) CCISeismic(11)commscope 19.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (14ft to24ft) CCISeismic(11)commscope 9.0000 0.00 0.00 0.00 0.00 0.00 0.00 , CR 50 1070(7/8)From 0 to 94 (4ft to74ft) CCISeismic(11)commscope 2.0000 0.00 0.00 0.00 0.00 0.00 0.00 CR 50 1070(7/8)From 0 to 94 (Oft to4ft) CCISeismic(2)rosenberger 89.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(84ft to94ft) CCISeismic(2)rosenberger 79.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(74ft to84ft) CCISeismic(2)rosenberger 69.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(64ft to74ft) CCISeismic(2)rosenberger 59.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(54ft to64ft) • CCISeismic(2)rosenberger 49.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(44ft to54ft) CCISeismic(2)rosenberger 39.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(34ft to4411) CCISeismic(2)rosenberger 29.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(24ft to34ft) CCISeismic(2)rosenberger 19.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") . From 0 to 94(14ft to24ft) CCISeismic(2)rosenberger 9.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(4ft to74ft) CCISeismic(2)rosenberger 2.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(Oft to4ft) CCISeismic(2)rosenberger 89.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(8411 to94ft) CCISeismic(2)rosenberger 79.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(74ft to84ft) CCISeismic(2)rosenberger 69.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(64ft to74ft) CCISeismic(2)rosenberger 59.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(54ft 1o64ft) tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 13 Description Elevation Offset Azimuth E„ En, Eh, En • ft From Angle K K K K Centroid ft CCISeismic(2)rosenberger 49.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(44ft to54ft) CCISeismic(2)rosenberger 39.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(34ft to44ft) CCISeismic(2)rosenberger 29.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(24ft to34ft) CCISeismic(2)rosenberger 19.0000 0.00 0.00 0.00 0.00 0.00 0.00 leant 12 PAIR(3/8)From 0 to 94(14ft to24ft) CCISeismic(2)rosenberger 9.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(4ft to14ft) CCISeismic(2)rosenberger 2.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni 12 PAIR(3/8)From 0 to 94(Oft to4ft) CCISeismic(2)andrew LDF7- 89.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(84ft to94ft) CCISeismic(2)andrew LDF7- 79.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 10 94(74ft to84ft) CCISeismic(2)andrew LDF7- 69.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(64ft to74ft) CCISeismic(2)andrew LDF7- 59.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(54ft to64(t) CCISeismic(2)andrew LDF7- 49.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(44ft to54ft) CCISeismic(2)andrew LDF7- 39.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(34ft to44ft) CCISeismic(2)andrew LDF7- 29.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(24ft 1o34ft) CCISeismic(2)andrew LDF7- 19.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(14ft to24ft) CCISeismic(2)andrew LDF7- 9.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(4ft to14ft) CCISeismic(2)andrew LDF7- 2.0000 0.00 0.00 0.00 0.00 0.00 0.00 50A(1-5/8)From 0 to 94(Oft to4ft) CCISeismic(4)rosenberger 89.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(84ft to94ft) CCISeismic(4)rosenberger 79.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(74ft to84ft) CCISeismic(4)rosenberger 69.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(64ft to74ft) CCISeismic(4)rosenberger 59.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(54ft to64ft) CCISeismic(4)rosenberger 49.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(44ft to54ft) CCISeismic(4)rosenberger 39.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(34ft to44ft) tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 14 Description Elevation Offset Azimuth E„ Er,x Ehz Eh ft From Angle K K K K Centroid ft CCISeismic(4)rosenberger 29.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(24ft to34ft) CCISeismic(4)rosenberger 19.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(14ft to24ft) CCISeismic(4)rosenberger 9.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(4ft to14ft) CCISeismic(4)rosenberger 2.0000 0.00 0.00 0.00 0.00 0.00 0.00 leoni RLSS 8AWG DC(3/4) From 0 to 94(Oft to4ft) CCISeismic(3)huber and 64.5000 0.00 0.00 0.00 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65 (64ft to65ft) CCISeismic(3)huber and 59.0000 0.00 0.00 0.01 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65 (54ft to64ft) CCISeismic(3)huber and 49.0000 0.00 0.00 0.01 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65 (44ft to54ft) CCISeismic(3)huber and 39.0000 0.00 0.00 0.01 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65 (34ft to440) CCISeismic(3)huber and 29.0000 0.00 0.00 0.01 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65 (24ft to34ft) CCISeismic(3)huber and 19.0000 0.00 0.00 0.01 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65 (14ft to24ft) CCISeismic(3)huber and 9.0000 0.00 0.00 0.01 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65(4ft to14ft) CCISeismic(3)huber and 2.0000 0.00 0.00 0.00 0.00 0.00 0.00 suhner MLCH HYBRID 6X12(1-3/8)From 0 to 65(Oft to4ft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ftt ft 2 Vert ft ft ft 1/2"x 5'Lightning Rod C None 0.00 100.0000 No Ice 0.2500 0.2500 0.01 1/2" 0.7625 0.7625 0.02 Ice 1.2869 1.2869 0.02 1"Ice 1.9210 1.9210 0.05 2"Ice 2.375"OD x 8'Mount Pipe C None 0.00 100.0000 No Ice 1.9000 1.9000 0.03 1/2" 2.7281 2.7281 0.04 Ice 3.4009 3.4009 0.06 1"Ice 4.3962 4.3962 0.12 2"Ice 800 10866 w/Mount Pipe A From Leg 4.0000 0.00 94.0000 No Ice 8.7800 5.4500 0.11 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC!BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 15 Description Face Offset Offsets: Azimuth Placement CAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t 212 ft Vert ft ft ft 0.00 1/2" 9.4600 6.1000 0.20 5.00 Ice 10.1500 6.7500 0.31 1"Ice 11.5600 8.1000 0.56 2"Ice NNHH-65C-R4_CCIV2 w/ A From Leg 4.0000 0.00 94.0000 No Ice 9.6800 5.1700 0.16 Mount Pipe 0.00 1/2" 10.2700 5.7100 0.27 5.00 Ice 10.8700 6.2600 0.39 1"Ice 12.1000 7.4000 0.68 2"Ice NNHH-65C-R4 CCIV2 WI B From Leg 4.0000 0.00 94.0000 No Ice 9.6800 5.1700 0.16 Mount Pipe 0.00 1/2" 10.2700 5.7100 0.27 5.00 Ice 10.8700 6.2600 0.39 1"Ice 12.1000 7.4000 0.68 2"Ice NNHH-65C-R4 CCIV2 w/ C From Leg 4.0000 0.00 94.0000 No Ice 9.6800 5.1700 0.16 Mount Pipe 0.00 1/2" 10.2700 5.7100 0.27 5.00 Ice 10.8700 6.2600 0.39 1"Ice 12.1000 7.4000 0.68 2"Ice EPBQ-654L8H8-L2 w/ A From Leg 4.0000 0.00 94.0000 No Ice 14.8600 6.2500 0.12 Mount Pipe 0.00 1/2" 15.7200 7.0200 0.23 5.00 Ice 16.5900 7.8000 0.35 1"Ice 18.3800 9.4100 0.64 2"Ice EPBQ-654L8H8-L2 w/ B From Leg 4.0000 0.00 94.0000 No Ice 14.8600 6.2500 0.12 Mount Pipe 0.00 1/2" 15.7200 7.0200 0.23 5.00 Ice 16.5900 7.8000 0.35 1"Ice 18.3800 9.4100 0.64 2"Ice EPBQ-654L8H8-L2 w/ C From Leg 4.0000 0.00 94.0000 No Ice 14.8600 6.2500 0.12 Mount Pipe 0.00 1/2" 15.7200 7.0200 0.23 5.00 Ice 16.5900 7.8000 0.35 1"Ice 18.3800 9.4100 0.64 2"Ice JAHH-65C-R3B-V3 w/ B From Leg 4.0000 0.00 94.0000 No Ice 6.6000 5.1100 0.13 Mount Pipe 0.00 1/2" 7.1400 5.6300 0.22 5.00 Ice 7.6900 6.1700 0.32 1"Ice 8.8300 7.2700 0.58 2"Ice JAHH-65C-R3B-V3 w/ C From Leg 4.0000 0.00 94.0000 No Ice 6.6000 5.1100 0.13 Mount Pipe 0.00 1/2" 7.1400 5.6300 0.22 _ 5.00 Ice 7.6900 6.1700 0.32 1"Ice 8.8300 7.2700 0.58 2"Ice B25 RRH4X30-4R A From Leg 4.0000 0.00 94.0000 No Ice 2.1400 1.3065 0.05 0.00 1/2" 2.3293 1.4629 0.07 5.00 Ice 2.5259 1.6264 0.09 1"Ice 2.9415 1.9788 0.14 2"Ice B25 RRH4X30-4R B From Leg 4.0000 0.00 94.0000 No Ice 2.1400 1.3065 0.05 0.00 1/2" 2.3293 1.4629 0.07 5.00 Ice 2.5259 1.6264 0.09 1"Ice 2.9415 1.9788 0.14 2"Ice B25 RRH4X30-4R C From Leg 4.0000 0.00 94.0000 No Ice 2.1400 1.3065 0.05 0.00 1/2" 2.3293 1.4629 0.07 5.00 Ice 2.5259 1.6264 0.09 1"Ice 2.9415 1.9788 0.14 2"Ice AHCA_CCIV3 A From Leg 4.0000 0.00 94.0000 No Ice 1.5327 0.8233 0.04 0.00 1/2" 1.6880 0.9476 0.05 5.00 Ice 1.8508 1.0793 0.06 1"Ice 2.1986 1.3648 0.10 2"Ice AHCA_CCIV3 B From Leg 4.0000 0.00 94.0000 No Ice 1.5327 0.8233 0.04 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 16 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t ft2 ft2 Vert ft ft ft 0.00 1/2" 1.6880 0.9476 0.05 5.00 Ice 1.8508 1.0793 0.06 1"Ice 2.1986 1.3648 0.10 2"Ice AHCA_CCIV3 C From Leg 4.0000 0.00 94.0000 No Ice 1.5327 0.8233 0.04 0.00 1/2" 1.6880 0.9476 0.05 5.00 Ice 1.8508 1.0793 0.06 1"Ice 2.1986 1.3648 0.10 2"Ice DC6-48-60-18-8F A From Leg 4.0000 0.00 94.0000 No Ice 1.2117 1.2117 0.03 0.00 1/2" 1.8924 1.8924 0.05 5.00 Ice 2.1051 2.1051 0.08 1"Ice 2.5703 2.5703 0.14 2"Ice DC6-48-60-18-8F B From Leg 4.0000 0.00 94.0000 No Ice 1.2117 1.2117 0.03 0.00 1/2" 1.8924 1.8924 0.05 5.00 Ice 2.1051 2.1051 0.08 1"Ice 2.5703 2.5703 0.14 2"Ice DC6-48-60-18-8F C From Leg 4.0000 0.00 94.0000 No Ice 1.2117 1.2117 0.03 0.00 1/2" 1.8924 1.8924 0.05 5.00 Ice 2.1051 2.1051 0.08 1"Ice 2.5703 2.5703 0.14 2"Ice RRH2X40-07-L-AT A From Leg 4.0000 0.00 94.0000 No Ice 2.3767 1.2588 0.05 0.00 1/2" 2.5820 1.4262 0.07 5.00 Ice 2.7948 1.6007 0.09 1"Ice 3.2426 1.9706 0.14 2"Ice RRH2X40-07-L-AT B From Leg 4.0000 0.00 94.0000 No Ice 2.3767 1.2588 0.05 0.00 1/2" 2.5820 1.4262 0.07 5.00 Ice 2.7948 1.6007 0.09 1"Ice 3.2426 1.9706 0.14 2"Ice RRH2X40-07-L-AT C From Leg 4.0000 0.00 94.0000 No Ice 2.3767 1.2588 0.05 0.00 1/2" 2.5820 1.4262 0.07 5.00 Ice 2.7948 1.6007 0.09 1"Ice 3.2426 1.9706 0.14 2"Ice B66A RRH4X45 A From Leg 4.0000 0.00 94.0000 No Ice 2.5800 1.6296 0.07 0.00 1/2" 2.7937 1.8106 0.09 5.00 Ice 3.0148 1.9986 0.11 1"Ice 3.4793 2.3955 0.17 2"Ice B66A RRH4X45 B From Leg 4.0000 0.00 94.0000 No Ice 2.5800 1.6296 0.07 0.00 1/2" 2.7937 1.8106 0.09 5.00 Ice 3.0148 1.9986 0.11 1" Ice 3.4793 2.3955 0.17 2"Ice B66A RRH4X45 C From Leg 4.0000 0.00 94.0000 No Ice 2.5800 1.6296 0.07 0.00 1/2" 2.7937 1.8106 0.09 5.00 Ice 3.0148 1.9986 0.11 1"Ice 3.4793 2.3955 0.17 2"Ice FRBI A From Leg 4.0000 0.00 94.0000 No Ice 2.4920 1.3166 0.05 0.00 1/2" 2.6956 1.4788 0.07 5.00 Ice 2.9066 1.6479 0.09 1"Ice 3.3508 2.0072 0.15 2"Ice FRBI B From Leg 4.0000 0.00 94.0000 No Ice 2.4920 1.3166 0.05 0.00 1/2" 2.6956 1.4788 0.07 5.00 Ice 2.9066 1.6479 0.09 1" Ice 3.3508 2.0072 0.15 2" Ice FRBI C From Leg 4.0000 0.00 94.0000 No Ice 2.4920 1.3166 0.05 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 17 Description Face Offset Offsets: Azimuth Placement CAA., CAAA Weight or Type Horz Adjustmen ft Front Side K Leg Lateral t itz ft2 Vert ft - ft ft 0.00 1/2" 2.6956 1.4788 0.07 5.00 Ice 2.9066 1.6479 0.09 1"Ice 3.3508 2.0072 0.15 2"Ice RRH4X25-WCS A From Leg 4.0000 0.00 94.0000 No Ice 3.8352 3.3367 0.09 0.00 1/2" 4.0945 3.5863 0.13 5.00 Ice 4.3640 3.8430 0.16 1" Ice 4.9407 4.3773 0.25 2"Ice RRH4X25-WCS B From Leg 4.0000 0.00 94.0000 No Ice 3.8352 3.3367 0.09 0.00 1/2" 4.0945 3.5863 0.13 5.00 Ice 4.3640 3.8430 0.16 1"Ice 4.9407 4.3773 0.25 2"Ice RRH4X25-WCS C From Leg 4.0000 0.00 94.0000 No Ice 3.8352 3.3367 0.09 0.00 1/2". 4.0945 3.5863 0.13 5.00 Ice 4.3640 3.8430 0.16 1"Ice 4.9407 4.3773 0.25 2"Ice 2.375"OD x 8'Mount Pipe A From Leg 4.0000 0.00 94.0000 No Ice 1.9000 1.9000 0.03 0.00 1/2" 2.7281 2.7281 0.04 5.00 Ice 3.4009 3.4009 0.06 1"Ice 4.3962 4.3962 0.12 2"Ice 2.375"OD x 8'Mount Pipe B From Leg 4.0000 0.00 94.0000 No Ice 1.9000 1.9000 0.03 0.00 1/2" 2,7281 2.7281 0.04 5.00 Ice 3.4009 3.4009 0.06 1"Ice 4.3962 4.3962 0.12 2"Ice 2.375"OD x 8'Mount Pipe C From Leg 4.0000 0.00 94.0000 No Ice 1.9000 1.9000 0.03 0.00 1/2" 2.7281 2.7281 0.04 5.00 Ice 3.4009 3.4009 0.06 1"Ice 4.3962 4.3962 0.12 2"Ice Platform Mount[LP 1001- C None 0.00 94.0000 No Ice 44.8300 44.8300 3.02 1] 1/2" 50.3400 50.3400 3.95 Ice 56.6200 56.6200 5.04 1"Ice 73.4700 73.4700 7.68 2"Ice (2)6'x 2"Mount Pipe A From Leg 2.0000 0.00 90.0000 No Ice 1.4250 1.4250 0.02 0.00 1/2" 1.9250 1.9250 0.03 0.00 Ice 2.2939 2.2939 0.05 1"Ice 3.0596 3.0596 0.09 2"Ice (2)6'x 2"Mount Pipe B From Leg 2.0000 0.00 90.0000 No Ice 1.4250 1.4250 0.02 0.00 1/2" 1.9250 1.9250 0.03 0.00 Ice 2.2939 2.2939 0.05 1"Ice 3.0596 3.0596 0.09 2"Ice (2)6'x 2"Mount Pipe C From Leg 2.0000 0.00 90.0000 No Ice 1.4250 1.4250 0.02 0.00 1/2" 1.9250 1.9250 0.03 0.00 Ice 2.2939 2.2939 0.05 1"Ice 3.0596 3.0596 0.09 2"Ice Side Arm Mount[SO 101- C None 0.00 90.0000 No Ice 5.8100 5.8100 0.25 31 1/2" 6.9500 6.9500 0.34 Ice 8.2800 8.2800 0.46 1"Ice 11.5400 11.5400 0.78 2"Ice (4)SBNHH-1D65C w/ A From Leg 4.0000 0.00 65.0000 No Ice 5.5600 4.4700 0.08 Mount Pipe 0.00 1/2" 6.0700 4.9700 0.16 0.00 Ice 6.5900 5.4800 0.26 1"Ice 7.6600 6.5200 0.49 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCl BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 20 Comb. Description No. 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 Wnd 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 Wnd 300 deg-No Ice 23 0.9 Deatl+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+Wnd 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service • 50 Dead+Wnd 330 deg-Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 21 Comb. Description No. 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load K Moment Moment No. Comb. kip-ft kip-ft L1 94-50 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 28 -31.97 0.21 0.69 Max.Mx 20 -14.53 319.90 0.16 Max.My 2 -14.52 0.09 323.00 Max.Vy 20 -10.53 319.90 0.16 Max.Vx 2 -10.62 0.09 323.00 Max.Torque 9 0.27 L2 50-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -42.50 1.01 1.13 Max.Mx 20 -22.49 923.79 0.38 Max.My 2 -22.49 0.45 931.23 Max.Vy 20 -11.96 923.79 0.38 Max.Vx 2 -12.04 0.45 931.23 Max.Torque 9 0.27 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 42.50 -0.00 -0.00 Max.H, 21 16.88 11.93 0.00 Max.H, 3 16.88 -0.00 12.01 Max.M, 2 931.23 -0.00 12.01 Max.M, 8 922.89 -11.93 0.00 Max.Torsion 9 0.27 -11.93 0.00 Min.Vert 74 14.26 1.02 1.77 Min.H, 9 16.88 -11.93 0.00 Min.I-I, 15 16.88 -0.00 -12.01 Min.M, 14 -930.47 -0.00 -12.01 Min.M, 20 -923.79 11.93 0.00 Min.Torsion 21 -0.27 11.93 0.00 - Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment,M,, Moment,MM kip-ft kip-ft kip-ft Dead Only 18.75 -0.00 -0.00 -0.30 0.36 0.00 1.2 Dead+1.0 Wind 0 deg- 22.50 0.00 -12.01 -931.23 0.45 0.00 No Ice 0.9 Dead+1.0 Wind 0 deg- 16.88 0.00 -12.01 -917.83 0.33 0.00 No Ice 1.2 Dead+1.0 Wind 30 deg- 22.50 5.97 -10.40 -806.61 -461.26 -0.14 No Ice 0.9 Dead+1.0 Wind 30 deg- 16.88 5.97 -10.40 -794.96 -454.77 -0.14 No Ice 1.2 Dead+1.0 Wind 60 deg- 22.50 10.33 -6.01 -465.86 -799.27 -0.24 No Ice 0.9 Dead+1.0 Wind 60 deg- 16.88 10.33 -6.01 -459.09 -787.93 -0.24 No Ice 1.2 Dead+1.0 Wind 90 deg- 22.50 11.93 -0.00 -0.38 -922.89 -0.27 No Ice tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC!BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 22 Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment, M, Moment, M, kip-ft kip-ft kip-ft 0.9 Dead+1.0 Wind 90 deg- 16.88 11.93 -0.00 -0.28 -909.82 -0.27 No Ice 1.2 Dead+1.0 Wind 120 deg 22.50 10.33 6.01 465.10 -799.27 -0.23 -No Ice 0.9 Dead+1.0 Wind 120 deg 16.88 10.33 6.01 458.53 -787.93 -0.23 -No Ice 1.2 Dead+1.0 Wind 150 deg 22.50 5.97 10.40 805.85 -461.26 -0.13 -No Ice 0.9 Dead+1.0 Wind 150 deg 16.88 5.97 10.40 794.40 -454.77 -0.13 -No Ice 1.2 Dead+1.0 Wind 180 deg 22.50 0.00 12.01 930.47 0.45 -0.00 -No Ice 0.9 Dead+1.0 Wnd 180 deg 16.88 0.00 12.01 917.27 0.33 -0.00 -No Ice 1.2 Dead+1.0 Wind 210 deg 22.50 -5.97 10.40 805.85 462.16 0.13 -No Ice 0.9 Dead+1.0 Wind 210 deg 16.88 -5.97 10.40 794.40 455.44 0.13 -No Ice 1.2 Dead+1.0 Wind 240 deg 22.50 -10.33 6.01 465.10 800.17 0.23 -No Ice 0.9 Dead+1.0 Wnd 240 deg 16.88 -10.33 6.01 458.53 788.60 0.23 -No Ice 1.2 Dead+1.0 Wind 270 deg 22.50 -11.93 -0.00 -0.38 923.79 0.27 -No Ice 0.9 Dead+1.0 Wind 270 deg 16.88 -11.93 -0.00 -0.28 910.49 0.27 -No Ice 1.2 Dead+1.0 Wind 300 deg 22.50 -10.33 -6.01 -465.86 800.17 0.24 -No Ice 0.9 Dead+1.0 Wind 300 deg 16.88 -10.33 -6.01 -459.09 788.60 0.24 -No Ice 1.2 Dead+1.0 Wind 330 deg 22.50 -5.97 -10.40 -806.61 462.17 0.14 -No Ice 0.9 Dead+1.0 Wind 330 deg 16.88 -5.97 -10.40 -794.96 455.44 0.14 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 42.50 0.00 0.00 -1.13 1.01 -0.00 1.2 Dead+1.0 Wind 0 42.50 0.00 -1.75 -141.24 1.11 0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 42.50 0.87 -1.51 -122.49 -68.48 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 42.50 1.51 -0.87 -71.26 -119.41 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 42.50 1.74 0.00 -1.27 -138.06 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 42.50 1.51 0.87 68.71 -119.41 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 42.50 0.87 1.51 119.94 -68.48 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 42.50 0.00 1.75 138.69 1.11 -0.00 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 42.50 -0.87 1.51 119.94 70.69 0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 42.50 -1.51 0.87 68.71 121.63 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 42.50 -1.74 0.00 -1.27 140.27 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wnd 300 42.50 -1.51 -0:87 -71.26 121.63 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wnd 330 42.50 -0.87 -1.51 -122.49 70.69 0.02 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 18.75 0.00 -4.33 -332.84 - 0.37 0.00 Dead+Wnd 30 deg-Service 18.75 2.15 -3.75 -288.29 -164.55 -0.05 Dead+Wind 60 deg-Service 18.75 3.72 -2.16 -166.58 -285.27 -0.09 Dead+Wind 90 deg-Service 18.75 4.30 0.00 -0.32 -329.46 -0.10 Dead+Wind 120 deg- 18.75 3.72 2.16 165.95 -285.27 -0.09 Service Dead+Wind 150 deg- 18.75 2.15 3.75 287.66 -164.54 -0.05 Service Dead+Wnd180 deg- 18.75 0.00 4.33 332.21 0.37 -0.00 Service tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 23 Load Vertical Shear, Shear, Overturning Overturning Torque Combination K K K Moment,M, Moment,M, kip-ft kip-ft kip-ft Dead+Wind 210 deg- 18.75 -2.15 3.75 287.66 165.29 0.05 Service Dead+Wind 240 deg- 18.75 -3.72 2.16 165.95 286.02 0.08 Service Dead+Wind 270 deg- 18.75 -4.30 0.00 -0.32 330.21 0.10 Service Dead+Wind 300 deg- 18.75 -3.72 -2.16 -166.58 286.02 0.09 Service Dead+Wind 330 deg- 18.75 -2.15 -3.75 -288.29 165.29 0.05 Service 1.2 Dead+1.0 Ev+1.0 Eh 0 25.12 0.00 -2.05 -179.05 0.45 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 0 14.26 0.00 -2.05 -173.94 0.33 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 30 25.12 1.02 -1.77 -155.11 -88.88 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 30 14.26 1.02 -1.77 -150.67 -86.49 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 60 25.12 1.77 -1.02 -89.72 -154.27 0.00 deg 0.9 Dead-1,0 Ev+1.0 Eh 60 14.26 1.77 -1.02 -87.11 -150.06 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 90 25.12 2.05 0.00 -0.38 -178.21 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 90 14.26 2.05 0.00 -0.28 -173.32 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 120 25.12 1.77 1.02 88.95 -154.27 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 14.26 1.77 1.02 86.55 -150.06 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 25.12 1.02 1.77 154.34 -88.88 0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 14.26 1.02 1.77 150.11 -86.49 0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 25.12 0.00 2.05 178.28 0.45 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 180 14.26 0.00 2.05 173.37 0.33 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 25.12 -1.02 1.77 154.34 89.79 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 14.26 -1.02 1.77 150.11 87.16 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 25.12 -1.77 1.02 88.95 155.18 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 14.26 -1.77 1.02 86.55 150.72 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 25.12 -2.05 0.00 -0.38 179.12 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 14.26 -2.05 0.00 -0.28 173.99 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 25.12 -1.77 -1.02 -89.72 155.18 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 14.26 -1.77 -1.02 -87.11 150.72 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 25.12 -1.02 -1.77 -155.11 89.79 -0.00 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 14.26 -1.02 -1.77 -150.67 87.16 -0.00 deg Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -18.75 0.00 0.00 18.75 0.00 0.000% 2 0.00 -22.50 -12.01 -0.00 22.50 12.01 0.005% 3 0.00 -16.88 -12.01 -0.00 16.88 12.01 0.004% 4 5.97 -22.50 -10.40 -5.97 22.50 10.40 0.000% tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC!BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 24 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 5 5.97 -16.88 -10.40 -5.97 16.88 10.40 0.000% 6 10.33 -22.50 -6.01 -10.33 22.50 6.01 0.000% 7 10.33 -16.88 -6.01 -10.33 16.88 6.01 0.000% 8 11.93 -22.50 0.00 -11.93 22.50 0.00 0.005% 9 11.93 -16.88 0.00 -11.93 16.88 0.00 0.004% 10 10.33 -22.50 6.01 -10.33 22.50 -6.01 0.000% 11 10.33 -16.88 6.01 -10.33 16.88 -6.01 0.000% 12 5.97 -22.50 10.40 -5.97 22.50 -10.40 0.000% 13 5.97 -16.88 10.40 -5.97 16.88 -10.40 0.000% 14 0.00 -22.50 12.01 -0.00 22.50 -12.01 0.005% 15 0.00 -16.88 12.01 -0.00 16.88 -12.01 0.004% 16 -5.97 -22.50 10.40 5.97 22.50 -10.40 0.000% 17 -5.97 -16.88 10.40 5.97 16.88 -10.40 0.000% 18 -10.33 -22.50 6.01 10.33 22.50 -6.01 0.000% 19 -10.33 -16.88 6.01 10.33 16.88 -6.01 0.000% 20 -11.93 -22.50 0.00 11.93 22.50 0.00 0.005% 21 -11.93 -16.88 0.00 11.93 16.88 0.00 0.004% 22 -10.33 -22.50 -6.01 10.33 22.50 6.01 0.000% 23 -10.33 -16.88 -6.01 10.33 16.88 6.01 0.000% 24 -5.97 -22.50 -10.40 5.97 22.50 10.40 0.000% 25 -5.97 -16.88 -10.40 5.97 16.88 10.40 0.000% 26 0.00 -42.50 0.00 -0.00 42.50 -0.00 0.002% 27 0.00 -42.50 -1.75 -0.00 42.50 1.75 0.002% 28 0.87 -42.50 -1.52 -0.87 42.50 1.51 0.002% 29 1.51 -42.50 -0.87 -1.51 42.50 0.87 0.001% 30 1.74 -42.50 0.00 -1.74 42.50 -0.00 0.001% 31 1.51 -42.50 0.87 -1.51 42.50 -0.87 0.001% 32 0.87 -42.50 1.52 -0.87 42.50 -1.51 0.001% 33 0.00 -42.50 1.75 -0.00 42.50 -1.75 0.001% 34 -0.87 -42.50 1.52 0.87 42.50 -1.51 0.001% 35 -1.51 -42.50 0.87 1.51 42.50 -0.87 0.001% 36 -1.74 -42.50 0.00 1.74 42.50 -0.00 0.002% 37 -1.51 -42.50 -0.87 1.51 42.50 0.87 0.002% 38 -0.87 -42.50 -1.52 0.87 42.50 1.51 0.002% 39 0.00 -18.75 -4.33 -0.00 18.75 4.33 0.002% 40 2.15 -18.75 -3.75 -2.15 18.75 3.75 0.002% 41 3.72 -18.75 -2.16 -3.72 18.75 2.16 0.002% 42 4.30 -18.75 0.00 -4.30 18.75 -0.00 0.002% 43 3.72 -18.75 2.16 -3.72 18.75 -2.16 0.002% 44 2.15 -18.75 3.75 -2.15 18.75 -3.75 0.002% 45 0.00 -18.75 4.33 -0.00 18.75 -4.33 0.002% 46 -2.15 -18.75 3.75 2.15 18.75 -3.75 0.002% 47 -3.72 -18.75 2.16 3.72 18.75 -2.16 0.002% 48 -4.30 -18.75 0.00 4.30 18.75 -0.00 0.002% 49 -3.72 -18.75 -2.16 3.72 18.75 2.16 0.002% 50 -2.15 -18.75 -3.75 2.15 18.75 3.75 0.002% 51 0.00 -25.12 -2.05 -0.00 25.12 2.05 0.004% 52 0.00 -14.26 -2.05 -0.00 14.26 2.05 0.003% 53 1.02 -25.12 -1.77 -1.02 25.12 1.77 0.004% 54 1.02 -14.26 -1.77 -1.02 14.26 1.77 0.003% 55 1.77 -25.12 -1.02 -1.77 25.12 1.02 0.004% 56 1.77 -14.26 -1.02 -1.77 14.26 1.02 0.003% 57 2.05 -25.12 0.00 -2.05 25.12 -0.00 0.004% 58 2.05 -14.26 0.00 -2.05 14.26 -0.00 0.003% 59 1.77 -25.12 1.02 -1.77 25.12 -1.02 0.004% 60 1.77 -14.26 1.02 -1.77 14.26 -1.02 0.003% 61 1.02 -25.12 1.77 -1.02 25.12 -1.77 0.004% 62 1.02 -14.26 1.77 -1.02 14.26 -1.77 0.003% 63 0.00 -25.12 2.05 -0.00 25.12 -2.05 0.004% 64 0.00 -14.26 2.05 -0.00 14.26 -2.05 0.003% 65 -1.02 -25.12 1.77 1.02 25.12 -1.77 0.004% 66 -1.02 -14.26 1.77 1.02 14.26 -1.77 0.003% 67 -1.77 -25.12 1.02 1.77 25.12 -1.02 0.004% 68 -1.77 -14.26 1.02 1.77 14.26 -1.02 0.003% 69 -2.05 -25.12 0.00 2.05 25.12 -0.00 0.004% 70 -2.05 -14.26 0.00 2.05 14.26 -0.00 0.003% 71 -1.77 -25.12 -1.02 1.77 25.12 1.02 0.004% 72 -1.77 -14.26 -1.02 1.77 14.26 1.02 0.003% 73 -1.02 -25.12 -1.77 1.02 25.12 1.77 0.004% tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 25 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 74 -1.02 -14.26 -1.77 1.02 14.26 1.77 0.003% . Non-Linear Convergence Results tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 26 Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 12 0.00008035 0.00012603 3 Yes 12 0.00000001 0.00010215 4 Yes 14 0.00000001 0.00011875 5 Yes 14 0.00000001 0.00008659 6 Yes 14 0.00000001 0.00012060 7 Yes 14 0.00000001 0.00008807 8 Yes 12 0.00008041 0.00012766 9 Yes 12 0.00000001 0.00010364 10 Yes 14 0.00000001 0.00011758 11 Yes 14 0.00000001 0.00008579 12 Yes 14 0.00000001 0.00012022 13 Yes 14 0.00000001 0.00008777 14 Yes 12 0.00008036 0.00012594 15 Yes 12 0.00000001 0.00010210 16 Yes 14 0.00000001 0.00012045 17 Yes 14 0.00000001 0.00008789 18 Yes 14 0.00000001 0.00011777 19 Yes 14 0.00000001 0.00008589 20 Yes 12 0.00008040 0.00012775 21 Yes 12 0.00000001 0.00010370 22 Yes 14 0.00000001 0.00012078 23 Yes 14 0.00000001 0.00008817 24 Yes 14 0.00000001 0.00011897 25 Yes 14 0.00000001 0.00008671 26 Yes 6 0.00000001 0.00002173 27 Yes 12 0.00000001 0.00002687 28 Yes 12 0.00000001 0.00003160 29 Yes 12 0.00000001 0.00003162 30 Yes 12 0.00000001 0.00002626 31 Yes 12 0.00000001 0.00003086 32 Yes 12 0.00000001 0.00003103 33 Yes 12 0.00000001 0.00002630 34 Yes 12 0.00000001 0.00003142 35 Yes 12 0.00000001 0.00003126 36 Yes 12 0.00000001 0.00002661 37 Yes 12 0.00000001 0.00003204 38 Yes 12 0.00000001 0.00003200 39 Yes 12 0.00000001 0.00004890 40 Yes 12 0.00000001 0.00004709 41 Yes 12 0.00000001 0.00004908 42 Yes 12 0.00000001 0.00004854 43 Yes 12 0.00000001 0.00004593 44 Yes 12 0.00000001 0.00004876 45 Yes 12 0.00000001 0.00004881 46 Yes 12 0.00000001 0.00004884 47 Yes 12 0.00000001 0.00004607 48 Yes 12 0.00000001 0.00004863 49 Yes 12 0.00000001 0.00004923 50 Yes 12 0.00000001 0.00004717 51 Yes 11 0.00000001 0.00008762 52 Yes 11 0.00000001 0.00007391 53 Yes 11 0.00000001 0.00007753 54 Yes 11 0.00000001 0.00006592 55 Yes 11 0.00000001 0.00007728 56 Yes 11 0.00000001 0.00006577 57 Yes 11 0.00000001 0.00008726 58 Yes 11 0.00000001 0.00007369 59 Yes 11 0.00000001 0.00007728 60 Yes 11 0.00000001 0.00006576 61 Yes 11 0.00000001 0.00007725 62 Yes 11 0.00000001 0.00006574 63 Yes 11 0.00000001 0.00008726 64 Yes 11 0.00000001 0.00007369 65 Yes 11 0.00000001 0.00007729 66 Yes 11 0.00000001 0.00006577 67 Yes 11 0.00000001 0.00007754 68 Yes 11 0.00000001 0.00006593 69 Yes 11 0.00000001 0.00008762 70 Yes 11 0.00000001 0.00007391 tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 27 71 Yes 11 0.00000001 0.00007755 72 Yes 11 0.00000001 0.00006594 73 Yes 11 0.00000001 0.00007758 74 Yes 11 0.00000001 0.00006595 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 94-50 18.01 39 1.72 0.00 L2 53.5-0 5.87 39 1.04 0.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in ° Curvature Comb. ft 100.0000 1/2"x 5'Lightning Rod 39 18.01 1.72 0.00 16044 94.0000 800 10866 w/Mount Pipe 39 18.01 1.72 0.00 16044 92.0000 CCISeismic Tower Section 1 -1 39 17.32 1.69 0.00 16044 90.0000 (2)6'x 2"Mount Pipe 39 16.64 1.65 0.00 16044 89.0000 CCISeismic(11)commscope CR 39 16.31 1.64 0.00 16044 50 1070(7/8)From 0 to 94(8411 1094ft) 85.0000 CCISeismic Tower Section 1 -2 39 14.96 1.57 0.00 8913 79.0000 CCISeismic(11)commscope CR 39 12.98 1.47 0.00 5347 50 1070(7/8)From 0 to 94(74ft to84ft) 75.0000 CCISeismic Tower Section 1 -3 39 11.70 1.41 0.00 4221 69.0000 CCISeismic(11)commscope CR 39 9.88 1.31 0.00 3208 501070(7/8)From 0 to 94(64ft t074ft) 65.0000 (4)SBNHH-1 D65C w/Mount 39 8.74 1.24 0.00 2765 Pipe 64.5000 CCISeismic(3)huber and suhner 39 8.60 1.23 0.00 2718 MLCH HYBRID 6X12(1-3/8) From 0 to 65(64ft to65ft) 59.0000 CCISeismic(11)commscope CR 39 7.15 1.13 0.00 2291 50 1070(7/8)From 0 to 94(54ft to64ft) 55.0000 CCISeismic Tower Section 1 -5 39 6.20 1.06 0.00 2082 51.7500 CCISeismic Tower Section 2-1 39 5.49 1.00 0.00 2067 49.0000 CCISeismic(11)commscope CR 39 4.95 0.95 0.00 2161 - 50 1070(7/8)From 0 to 94(44ft 1054ft) 45.0000 CCISeismic Tower Section 2-2 39 4.22 0.88 0.00 2353 39.0000 CCISeismic(11)commscope CR 39 3.29 0.77 0.00 2714 - 50 1070(7/8)From 0 to 94(34ft to44ft) 35.0000 CCISeismic Tower Section 2-3 39 2.76 0.69 0.00 3025 29.0000 CCISeismic(11)commscope CR 39 2.07 0.58 0.00 3650 50 1070(7/8)From 0 to 94(24ft to34ft) 25.0000 CCISeismic Tower Section 2-4 39 1.68 0.50 0.00 4234 19.0000 CCISeismic(11)commscope CR 39 1.19 0.38 0.00 5571 50 1070(7/8)From 0 to 94(14ft to24ft) 15.0000 CCISeismic Tower Section 2-5 39 0.90 0.30 0.00 7056 9.0000 CCISeismic(11)commscope CR 39 0.51 0.18 0.00 11761 50 1070(7/8)From 0 to 94(4ft to14ft) 5.0000 CCISeismic Tower Section 2-6 39 0.28 0.10 0.00 21169 2.0000 CCISeismic(11)commscope CR 39 0.11 0.04 0.00 21169 50 1070(7/8)From 0 to 94(Oft to4ft) tnxTower Report-version 8.0.5.0 • March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/EU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 28 Maximum Tower Deflections - Design Wind Section Elevation Herz. Gov. Tilt Twist No. ft Deflection Load ° in Comb. L1 94-50 50.48 2 4.82 0.00 L2 53.5-0 16.44 2 2.90 0.00 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ft Load in Curvature Comb. ft 100.0000 1/2"x 5'Lightning Rod 2 50.48 4.82 0.00 5767 94.0000 800 10866 w/Mount Pipe 2 50.48 4.82 0.00 5767 92.0000 CCISeismic Tower Section 1-1 2 48.57 4.73 0.00 5767 90.0000 (2)6'x 2"Mount Pipe 2 46.66 4.64 0.00 5767 89.0000 CCISeismic(11)commscope CR 2 45.71 4.59 0.00 5767 50 1070(7/8)From 0 to 94(84ft to94ft) 85.0000 CCISeismic Tower Section 1 -2 2 41.93 4.41 0.00 3203 79.0000 CCISeismic(11)commscope CR 2 36.38 4.13 0.00 1921 50 1070(7/8) From 0 to 94(74ft to84ft) 75.0000 CCISeismic Tower Section 1 -3 2 32.81 3.95 0.00 1516 69.0000 CCISeismic(11)commscope CR 2 27.69 3.66 0.00 1151 50 1070(7/8)From 0 to 94(64ft to74ft) 65.0000 (4)SBNHH-1D65C WI Mount 2 24.48 3.47 0.00 991 Pipe 64.5000 CCISeismic(3)huber and suhner 2 24.09 3.45 0.00 974 MLCH HYBRID 6X12(1-3/8) From 0 to 65(64ft to65ft) 59.0000 CCISeismic(11)commscope CR 2 20.05 3.18 0.00 820 50 1070(7/8) From 0 to 94(54ft to64ft) 55.0000 CCISeismic Tower Section 1 -5 2 17.38 2.98 0.00 745 51.7500 CCISeismic Tower Section 2-1 2 15.40 2.82 0.00 739 49.0000 CCISeismic(11)commscope CR 2 13.86 2.68 0.00 772 50 1070(7/8)From 0 to 94(44ft to54f1) 45.0000 CCISeismic Tower Section 2-2 2 11.83 2.47 0.00 841 39.0000 CCISeismic(11)commscope CR 2 9.21 2.15 0.00 969 50 1070(7/8)From 0 to 94(34ft to44ft) 35.0000 CCISeismic Tower Section 2-3 2 7.72 1.94 0.00 1080 29.0000 CCISeismic(11)commscope CR 2 5.80 1.61 0.00 1302 50 1070(7/8)From 0 to 94(24ft to34ft) 25.0000 CCISeismic Tower Section 2-4 2 4.72 1.40 0.00 1510 19.0000 CCISeismic(11)commscope CR 2 3.32 1.06 0.00 1987 50 1070(7/8)From 010 94(14ft to24ft) 15.0000 CCISeismic Tower Section 2-5 2 2.51 0.84 0.00 2517 9.0000 CCISeismic(11)commscope CR 2 1.44 0.51 0.00 4194 50 1070(7/8)From 0 to 94(4ft to14ft) 5.0000 CCISeismic Tower Section 2-6 2 0.78 0.28 0.00 7549 2.0000 CCISeismic(11)commscope CR 2 0.31 0.11 0.00 7549 50 1070(7/8)From 0 to 94(Oft to4ft) Compression Checks Pole Design Data tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 29 Section Elevation Size L L„ KW A P„ OP„ Ratio No. ft ft ft in2 K K P„ $P„ L1 94-50(1) TP25.125x16x0.25 44.000 0.0000 0.0 19.162 -14.52 1121.00 0.013 - 0 3 L2 50-0(2) TP34.875x23.8991x0.312 53.500 0.0000 0.0 34.281 -22.49 2005.48 0.011 5 0 7 Pole Bending Design Data Section Elevation Size M„x 0y„, Ratio M„y OM" Ratio No. ft kip-ft kip-ft M„x kip-ft kip-ft M„, ii)M„,, QM,. L1 94-50(1) TP25.125x16x0.25 323.00 702.51 0.460 0.00 702.51 0.000 L2 50-0(2) TP34.875x23.8991x0.312 931.23 1737.60 0.536 0.00 1737.60 0.000 5 Pole Shear Design Data Section Elevation Size Actual iV Ratio Actual 0T„ Ratio No. ft V„ K V„ T„ kip-ft T, K OV kip-ft $T„ L1 94-50(1) TP25.125x16x0.25 10.62 336.30 0.032 0.00 711.23 0.000 L2 50-0(2) TP34.875x23.8991x0.312 12.04 601.64 0.020 0.00 1821.06 0.000 5 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. ft P„ M„„ M„y V„ T Stress Stress oP 4M, 4,M„v (014 ¢T Ratio Ratio L1 94-50(1) 0.013 0.460 0.000 0.032 0.000 0.474 1.050 4.8.2 L2 50-0(2) 0.011 0.536 0.000 0.020 0.000 0.548 1.050 4.8.2 Section Capacity Table Section Elevation Component Size Critical P RPaucw % Pass No. ft Type Element K K Capacity Fail L1 94-50 Pole TP25.125x16x0.25 1 -14.52 1177.05 45.1 Pass L2 50-0 Pole TP34.875x23.8991x0.3125 2 -22.49 2105.75 52.1 Pass _ Summary Pole(L2) 52.1 Pass RATING= 52.1 Pass tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 30 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.0.5.0 • a March 18, 2020 94 Ft Monopole Tower Structural Analysis CC/BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 31 • ,,-CLIMBING PEGS (OTHER CONSIDERED EQUIPMENT) .• -- (3) 1-3/8"TO 65 FT LEVEL lor f / / (PROPOSED EQUIPMENT CONFlGURATION) / —_ N. < (2) 3/8-TO 94 FT LEVEL / / (6) 3/4"TO 94 FT LEVEL / ( 1) 7/6" TO 94 FT LEVEL 0 / \ \: (2) 1-5/8` TO 94 FT LEVEL / \ 11 I 04 01 I t Q3 02 1 t 1\ I 1 \ / \ f / '4 N. i f BUSINESS UNIT. 874135 TOWER ID. C_BASELEVEL • tnxTower Report-version 8.0.5.0 March 18, 2020 94 Ft Monopole Tower Structural Analysis CCI BU No 874135 Project Number 37520-0512.001.7805, Order 511775, Revision 2 Page 32 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.5.0