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Specifications t:} x February 28, 2018 v , s � r,7-", mi B+T GRP Kristin Lenz �:� `'J'3 �� v 3 �.�� B+T Group Crown Castle 1717 S. Boulder, Suite 300 2055 S. Stearman Drive Tulsa, OK 74119 Chandler,AZ 85286 L a (918) 587-4630 (602) 845-1761 btwo@btgrp.com Subject: Structural Analysis Report Carrier Designation: SIGFOX SA Co-Locate Carrier Site Number: OR8607 Carrier Site Name: 8607-874140 Crown Castle Designation: Crown Castle BU Number: 874140 Crown Castle Site Name: Progress Crown Castle JDE Job Number: 485380 Crown Castle Work Order Number: 1528441 Crown Castle Order Number: 426810 Rev. 2 Engineering Firm Designation: B+T Group Project Number: 78875.008.01 Site Data: 10185 SW Cascade Avenue, Portland,Washington County, OR Latitude 45°26'47.5", Longitude-122°47'0.54" 116 Foot-Monopole Tower Dear Kristin Lenz, B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1146580, in accordance with Order Number 426810, revision 2. 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: Existing + Proposed Equipment Sufficient Capacity Note:See Table 1 and Table 2 for the proposed and existing loading,respectively. This analysis has been performed in accordance with the 2012 International Building Code and the 2014 Oregon Structural Specialty Code (OSSC) based upon an ultimate 3-second gust wind speed of 120 mph converted to a nominal 3-second gust wind speed of 93 mph per section 1609.3.1 as required for use in the TIA- 222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at B+T Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Jennifer Tillson, E.I. ��E9 PR�FF S \� • 1NE. S"O Respectfully submitted by: B+T Engineering, Inc. �� 90767 COA: 3425 Expires: 12/31/2018 -41111111 5 John W. Kelly, P.E., S.E. OREGON tnxTower Report-version 7.0.5.1 vDiy W KE�tiy• EXPIRES: . 30/2419 February 28, 2018 116 Ft Monopole Tower Structural Analysis Report CC/BU No. 874140 Project Number 78875.008.01, Order 426810, Revision 2 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 7.0.5.1 February 28, 2018' 116 Ft Monopole Tower Structural Analysis Report CO BU No. 874140 Project Number 78875.008.01, Order 426810, Revision 2 Page 3 1)INTRODUCTION This tower is a 116 ft. Monopole tower designed by Valmont in May of 1997. The tower was originally designed for a wind speed of 85 mph per TIA/EIA-222-E. This tower has been modified multiple times in the past to accommodate additional loading and those modifications are incorporated in this analysis. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 93 mph with no ice, 30 mph with 1 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Lineof Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) s 50.0 1 Sigfox CXL 900 3LW I 1 Sigfox I CAVITY FILTER 49.0 ;, 1 Sigfox LNA 1 1/2 — 49.0 1 Site pro MMO4 1 Site pro UGLM Table 2-Existing Antenna and Cable Information Center Number Number Feed Mounting Lineof Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 117.0 1 Axxcelera AB-ACCESS Kmw H B-X-I D-19-65-00T 6 1-5/8 2 114.0 115.0 3 Communications 1 3/8 114.0 1 -- Pipe Mount[PM 601-3] M 601-1] 3 110.0 110.0 1 -- Pipe Mount[P 101.0 6 Andrew i TMBXX-6516-R2M 3 Andrew ETW190VS12UB 3 Commscope , SBNH 1 D65C . 100.0 3 Nokia FHFB 18 7/8 97.0 , 3 Nokia FRLB 1 1-1/4 1 1 Raycap RNSDC-7771-PF-48 3 Nokia FRIG -- ' Miscellaneous[NA 507-1 97.0 1 ...... . . ] .f 1 -- Platform Mount[LP 303-1] . -- T-Arm Mount TA 702-3] -- 3 85.0 85.0 � 1 �._ ._._ __ ] ... 4 Raycap TME RCMDC 3315 PF-48 ' 76.0 76.0 1 -- Side Arm Mount[SO 102-1] -- 1 — 'Side Arm Mount[SO 102-3] 4 Ericsson RRUS 11 B4/RRUS A2 B4 75.0 76.0 4 Ericsson RRUS 32 B2 4 1-1/4 1 4 Ericsson RRUS 32 B66 tnxTower Report-version 7.0.5.1 t 4 February 28, 2018 116 Ft Monopole Tower Structural Analysis Report CC/BU No. 874140 Project Number 78875.008.01, Order 426810, Revision 2 Page 4 Center Number Mounting Line Antenna Number Feed Level(ft) Elevation of Manufacturer Antenna Model of Feed Line Note (ft) Antennas Lines Size(in) 8 Amphenol WBX045T19X000 Css X7C-FRO 840 V 75.0 8 1 -- Miscellaneous[NA 510-1] 1 -- Platform Mount[LP 701-1] 1 Radiowaves SP1-5.2 65.0 65.0 2 Alcatel Lucent 95MPR11-C128F40-220 1 7/8 1 1 Pipe Mount[PM 601-1] Notes: 1) Existing Equipment 2) Abandoned Equipment;Considered in this analysis. 3) Abandoned Empty Mount;Considered in this analysis. Table 3-Design Antenna and Cable Information Center Number Mounting Line Antenna Number Feed Level (ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size(in) 97 97 12 Decibel DB978 -- -- 1 Generic Platform 85 85 1 Generic 4' Dish -- -- 75 j 75 1 Generic Platform -- -- 9 Swedcom SP9014-DIN 50 50 1 Generic 4' Dish -- -- 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source ''' Online Order Information SIGFOX SA Co-Locate Rev#2 426810 ' CCI Sites Tower Manufacturer Drawing ' Valmont, Order No. 12317-95 1353528 CCI Sites Tower Modification Drawing Valmont, Date: 08/09/2006 2248976 CCI Sites Post Modification Inspection TEP, Date: 10/02/2006 1956214 CCI Sites Tower Modification Drawing . B+T Group, Date: 04/08/2015 5629547 i CCI Sites Post Modification Inspection , TEP, Date: 09/11/2015 5885121 r CCI Sites Foundation Drawing Portland General Electric Co., Date: 03/20/1990 1354428 ,CCI Sites Geotech Report ' Northwest Geotech, Inc., Project No. 705.2.1 1353413 CCI Sites Antenna Configuration Crown CAD Package 'Date: 02/16/2018: CCI Sites 3.1) Analysis Method tnxTower(version 7.0.5.1), 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. tnxTower Report-version 7.0.5.1 February 28, 2018 116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140 Project Number 78875.008.01, Order 426810, Revision 2 Page 5 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. 5) The existing base plate grout was not considered in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) 1Seon ctiComponent Critical SF*P_allow % pass 1 Fail No Elevation(ft) Type Size Element P(K) (K) Capacity LI 116 111 , Pole TP12.16x11 26x0 188 1 0 447 , 532.805 ; 2.6 Pass L2 111 -106 Pole TP13 06x12 16x0 188 1 2 -0.662 572.857 6.0 I Pass L3 106-101 ' Pole TP13.96x13 06x0 188 i 3 -0.810 612.910 i 9.5 I Pass L4 ; 101 -100 ; Pole ` TP14.14x13 96x0 188 9 4 -0.842 620.920 10.3 Pass L5 100-95 Pole , 5 i -3.757 769.485 20.8 Pass L6 ; 95-90 Pole TP15.939x15 039x0 219 6 -4.039 ; 816.185 31.9 Pass L7 90-85 Pole ' TP16.838x15 939x0 219 3 7 -4.350 862.886 41.2 Pass L8 85-80 i Pole I TP17.738x16 838x0 219 I 8 -5.128 909.587 ` 49.7 Pass L9 80-75 Pole I TP18.637x17 738x0 219 I 9 -5.759 i 956.288 ! 57.1 Pass t L10 ; 75-70 Pole ' TP19.537x18.637x0 219 i 10 1 -11.272 998.488 78.2 I Pass L11 70-67.5 Pole TP19.987x19 537x0 219 i 11 -11.554 ; 1014 200 87.2 Pass L12 ; 67.5-67.25 Pole+Reinf. TP20.032x19 987x0 694 12 -11.628 . 3184 150 2 46.3 Pass L13 67.25-62.25 , Pole+Reinf. TP20.931x20 032x0 669 13 -12.660 3216.150 56.0 Pass L14 62.25-57.25 i Pole+Reinf. TP21.831x20 931x0 644 14 -13.629 i 3237 170 64.9 I Pass L15 i 57.25-55 I Pole+Reinf. j TP22 94x21 831x0 631 15 -14.076 i 3236 830 68.6 Pass L16 55-50 i Pole+Reinf. i TP22 698x21 798x0 694 1 1615.758 : 3623.200 71.1 Pass L17 1 50-45 i Pole+Reinf. TP23.598x22.698x0 669 17 -17.048 , 3639.490 77.7 Pass L18 45-40 ' Pole+Reinf. TP24.498x23.598x0 656 1 18 -18.196 3713 620 83.6 Pass .. ." -- ;-- .. L19 40-35 Pole+Reinf. TP25.399x24 498x0 631 I 19 -19.372 ' 3710 770 I 89.0 I Pass L20 I 35-32.25 ; Pole+Reinf. TP25.894x25 399x0 631 i 20 -20.026 = 3784 950 91.8 Pass L21 ' 32.25-32 ; Pole+Reinf. TP25 939x25 894x0 756 21 -20.112 4520 080 75.7 Pass L22 32 27 Pole+Reinf. TP26.839x25 939x0 744 I 22 I -21.465 1 4606 490 _ 79.8 Pass , Pole+Reinf 0 83.6 Pass L23 27 22TP27 739x26 839x0 719 23 22 853 4609 4 L24 22-17 t Pole+Reinf. TP28 639x27 739x0 706 I 2424.264 ' 4682 300 87.2 , Pass L25 17-12 I Pole+Reinf. TP29.54x28 639x0.694 ' 25 -25.699 ° 4749.720 90.4 ` Pass L26 12-7 Pole+Reinf. TP30.44x29.54x0.669 26 -27.157 . 4725.410 93.4 -, Pass L27 7-2 I Pole+Reinf. ' TP31.34x30.44x0 656 27 -28.638 ; 4779.240 96.2 Pass L28 2-0 ; Pole+Reinf. I TP31.7x31.34x0 656 28 -29.238 ; 4835 330 ; 97.2 Pass ;Summary z 3 ;Pole(L28) 97.2. Pass ; Rating= ; 97.2 ' Pass tnxTower Report-version 7.0.5.1 , g February 28, 2018 116 Ft Monopole Tower Structural Analysis Report CC/BU No. 874140 Project Number 78875.008.01, Order 426810, Revision 2 Page 6 Table 6-Tower Component Stresses vs. Capacity—LC5 Notes Component Elevation (ft) %Capacity Pass/Fail 1 Flange Connection 100 8.7 Pass 1Anchor Rods Base 93.6 Pass , 1 Base Plate i I Base 62.9 , Pass 1 Base Foundation (Structural) , Base 73.4 Pass 1 , Base Foundation (Soil Interaction) I Base 75.2 Pass Structure Rating (max from all components)= 97.2% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the final load configuration. No modifications are required at this time. tnxTower Report-version 7.0.5.1 F I APPENDIX A TNXTOWER OUTPUT TIA-222-G -93 mph/30 mph 1.000 in Ice Exposure C Maximum Values Vx - -_-Vz - Mx - -- -_ Mz. , Global Mast Shear(K) Global Mast Moment(kip-ft) 0 5 10 15 20 25 0 500 1000 1500 2000 116.000 116.0013I I I 1 1 1 1 1 I I I I 1 1 I I 1 I 1 1 II I 1 1 111.000 1 1 1 I 1 1 I I 1 1 111.000 -1- -'T-rrr- - ---r-r-r--- - -r--r-�-r- _-r--r--r--r- --r--r- I I I I 1 I 1 1 1 1 I rrr 1 106.000 106.000 1 -�__ _+_+_;_r 1 r_- ___+_r_r___ 1I 1 1 I I I I 101.000 101.000.J '.L J L__L J_L__ __L L L L__ __L__L +__-1 - J _ 1 L L L J J L L L 1 1 1 1 1 I 1 I J --rte_ I 1 I 1 95.000 J 1 L L L_ J .1 _L-L_L___95.000 L J_L_-L r_L-_ _-L--L_-L-_L_- __1__1- I I I I 90.000 90.000 i I _ _ -__-__-___ I 1 1 1 1 I 1 85.000 85.000 _ -- - 7 1 r 7 r r -1-r--'r--r 1C,'-- - r--r- r--1"-- r-- I I , I I I I I I I I 1 I 1 I 80.000 1 1 1 1 60.000 _y__-Y_r_r_r_-.____y_ __ _r_r- --_ I1 I 1 I I I I I I ' 75.000 75.000 ,_,__+-_,--� . __,_._+__+__+__ __+-._+- -a__ _+_+_L_�_ ,_,__ _+_L_I-___ 1 1 1 J _70.000 70.000 L__L L L L I 1 J - _1 1 . I 1 I 67.500 67.500 I I 1 1 �'1 1 1 �++ 1 l� 62.250 Y- 62.25C r, _ _r_r_r_r______-_t___r_r_r___ -r--r--r--rr- --r--r--r--r - - r--r- I C 1 1 01 I I 1 1ZS 57.250 57.250 _t--l-7--1-7 I--- -- --I---4- -+_ ,,._ +__.+_ -1--`., +-+-♦--I- -+-4---+-I--L"--- a I 1 I I I I 1 � 11 1 d I I I I 1 W 51.083 JL JL_-LJ_L__ -_L__L-_L L-_ __1-_1_ J J. L L L J J - _L-L_L_-_51.463 . 45.000 45.000 40.000 40.0004c ----- - - 35.000 35.000 -1-r-1-r--r--r-- --r--r--r--r-- --P�--T- r - -T-r-r-r -- -I-7---r-r-I--- I,, I I 32.250 32.250 --1--I---4- L-- - +.,_-+- -J - + + L I- ----I-J-_-+--I--I---- ` 27.000 27.000 I I 22.000 - 1 22.000 -1-rrrr--r-I --r- r--r--r-- -- -I,. r -I T-r-r-r - r---r-r-r--- 1 I 1 1 1 I 1 I • 1 17.000 17.000 - r--r- -1 t-r-r-r- I . --*-r-r - --- r-I-r--r--r-- --r--r--r--t-- 1 12.000 12.000 a_L�_L__ J_r__ __r__.__+-_+ - -I_+ +- _I - J + I- L U --I J , +- -_L___ I ....,..I 1 7.000 7.000 1 ._ 1 1 I 1, I I I . , I I I I .1 2.000 2.000 _- '. 1 Ir 0.000 0.000 1 0 5 10 15 20 25 0 500 1000 1500 2000 id- B+T Group • 78875.008.01-Progress, OR(BU#8741 40) 1717 S. Boulder, Suite 300 lProb:olea: B.T :F 1> Tulsa,OK 74119 chant Crown Castle Drawn by'Nithin P Amin Apid: Code" Phone:(918)587-4630 TIA-222-G Dale:02/24/18 ling scale: NTS FAX:(918)295-0265 Path:C.ILi.a A m ar.75875 VIM Prm a._Ocgra O, x 0, ,5 005 01 Rowegas O, No.E-4 � TIA-222-G -Service -60 mph Maximum Values Deflection (in) Tilt(deg) Twist(deg) 0 5 10 15 20 25 0 0.5 1 1.5 2 0 0.05 0,1 116.00C ' I I ' III 1 1 1 1 ' I I I I I I 1 I 1 I 116.000 1111 111.000 rrr -T -r 11171---- - 771.000 I rt 1 ry r7 rt--rrr r- 1rT7 r y t ' 1 I I f 1 1 1 1 I I 1 1 1 1 1 II 1 II 1 1 1 106ADC I 11 I I I I I I t II I r-F++- 1-+------rrt- _++ 1 1 106.000 1 I I I I I I I I I I I I 1 1F 1 I I 1 I 1 �I 101.000 LLL ��-----__LL _iiiJ_ --I-!-A-f--t--I-I-1---I-f A-1---IjI--F-I- ---A-- 101.000 I I I I 1 1 . I 7 I 1 1 I ! I I i I I 1 95.000 LL11_ J LL 11JJ_ _�_1_�4__�4_1_4__I-1--1 I I-+-!- 1� -4 t- I 1. ! -! 1 5.000 I ! I I I 1 I I I I 90.000 ( I I I I 1 1 1 1 I I I I 1 -0.000 li I T I I I I I I 1 1 1 1 1 1 1 1 1 1 85.000 1 L I 1 I I__1 1`15.000 rr 1_I_LL_L�_LL_-I_1 ' 1 1 1 I i I 1 I I I 1 I g0 Op0 I I 1 1 1 1 I I I I I I I I I 1 ! I I ! I 1 r1 -17-1-t--I ty/l--4-rt t y t--0.000 ' 1 11 1 1 1 1 I I 1 1 I ' 1 1 1 1 1 1' I 1 I I I I I 75.000 t-r++_ ��__ �_ I I I I I I 5.000 ' I I 1 1 1 1 1 1 I I I I I I I Il\ I 1 I I I I I 70.000 !- +-I- �- 4---1 70000 67.500 / _1 I I I 7.500 I I I I I I I I I I I I I 1 I I I I I / I I I v 62.25[ 2.250 rrrr- r� rrr -rr17 -+-I-L�--f--I-I-A'-1-+-I-I---I-I-+-I- -H I -} l- I �--I---I--T G �� „ 1 I 1 1 1 I/ I I I I 1 1 1 1 11 I I I 1 I I y,, 57.25C ++ / - 7.250 1 1 I I I I 1 1 1 1 11 1/I 1 1 1 1 ! I I I I I 1 1 I I ! 11 1 I I I I I I I I ui 51.082 LLiLj JJ LL _i 1.1J_ 87.083 t/ Y rl �t T7 7 r7 t t 7 T I l I 1 1 ,I 45.000 _ W5.000 I-t --I-t-I-I---I-t-+-I- 1,-I--�--I I f--L--I--+--II I ! I 40.000 11 1 1 I I I/I I I I j I I I 0.000 I I II d 35.000 7f rtrr- �r rr -rrrr --1--_ 1--1-1-1---I-1� I-1-I_ / L L .4 1 c5.000 32.250 '2.250 ' 1 11 / 1 11 1 1 1 1 I I 1 I I I I I I I I 1 1 1 1 1 I I 1 1 I I I I 1 1 1 1 I I 1 27.00C _- ,= _ LJ/.-L_I I L I L I 1 1 1 1 1 I J L I 1 I J __ z°°° 1 I I I I 22.000 � � � I I I I I I I I I I I I I I I I I I I I I I I I I rrr 'rr r rt 7 t1 t y rt y t '2.000 y l I I I I I 1 1 1 1 I I I I I I I I n.00[ 1 /1 rrrr- -trrr -r*-t-t 17.000 1 I I I S I 1 I I I I 1 1 1 1 I I I I I I I I I I I I 12.0001 ' 1/ LLa.a_ aa LLLaa��_ --1---/(1 F- --1-4-I-+--I-44-I--4-++-I- --I---I--1---I-- -- ----� + -2.000 1/1 1 1 1 1 1 1 1 1 1 7.00d I- I i I I I I I 11 I I I I I I ! �o°o 1 1 1 I I I I 1 1 1 1 I I I I I I I I I 1 I /1 1 1 1 1 1 I I I I I I I 2.000 . 1-I_LJ_-LJ-I_L__I_LJ_I__J_L1_I_ - ---1--J--L--I-- --L--I--J--1 '.000 0.000 I I I I 1 1 1 1 1 1 f I 1 1 1 1 $.000 0 5 10 15 20 25 0 0.5 1 1.5 2 0 0.05 0.1 Job: d- B+T Group 78875.008.01-Progress, OR(BU#874140) _P 1717 S. Boulder, Suite 300 - - Project: Tulsa, OK 74119 Client: a.T r;rar= Crown Castle Drawn Nithin PAmin ApPd -- - ---- Phone:(918)587-4630 Code: TIA-222-G Date:02/24/18 Scale: Nis FAX:(918)295-0265 Path: Dwg No.E-5 Feed Line Distribution Chart O' -116' 4 1 Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 116.000116.000 114.000 114.000 111.000 111.000 106.000 106.000 101000 101.000 .- 97.000 97.000 95.000 95.000 90.000 90.000 _ 85.000 85.000 80.000 80.000 75.000 75.000 75.000 _ 75.000 "- 70.000 _ 70.000 _ ---- 70.000 70.000 67.500 67.500 --- . 65.000 65.000 ........ ---- - 62.250 la v 62.250 w -Q- Li.. - ---- O ? Bo c 57.250 03 57.250 io _ <-t -_ w -- i w w o a > '9 W fy LL LL w a N x �c 51.083 O1. - - ____ _. . W 51.083 _,_-__ 49.000 v ---�--:- cii 49.000 b- ---- o U LL ii- 45.000 45.000 o ro v oi 7 ?S 40.000 40.000 - -- - Q o 0 N 35_000 35.000 35.000 - ---`----- 35.000 - ---- `� ---a 0 32250 32.250 - --- u_ -- a a 0 v ,n Q LL 27.000 27.000 - --- - n voi w w iu 22.000 w F 22.000 -_a - d a LL LL LL W LL fio 0 1'c i 17.000 17.000 _ __. ro N _ U 15 12.000 12.000 0 0 0 v 7.000 7.000 _ _-- " --- 2.000 2.000 -- ------ 0.000 0.000 lob: B+T Group 78875.008.01-Progress,OR(BU#8741 1717 S. Boulder, Suite 300 protea: 40) client. Crown Castle Drawn Nithin PAmin Aged: 13•T C-40, Tulsa, OK 74119 - -- - -- - - -- - _. _.. Phone:(918)587-4630 Code: TIA-222-G Date:02/24/18 ale: NTS Path: FAX:(918)295-0265 Ct . .,, ,074140 A . .-�ArR % a .875 ,e, �, O.. ,,DWQ No.E-7 . r Job Page tnx l�+Qer 78875.008.01 -Progress, OR (BU#874140) 1 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX. (918)295-0266 Nithin P Amin Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Washington County,Oregon. Basic wind speed of 93 mph. Structure Class II. Exposure Category C. Topographic Category I. Crest Height 0.000 ft. Nominal ice thickness of 1.000 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000°F. Deflections calculated using a wind speed of 60 mph. TOWER RATING:97.2%. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. 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 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression -V Use Code Stress Ratios Use Clear Spans For KL/r 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 4 Consider Feed Line Torque Always Use Max Kz J Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile -V Project Wind Area of Appurt. Use TIA-222-G Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G 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 Al 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 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius fi ft ft Sides in in in in L1 116.000-111.00 5.000 0.000 12 11.260 12.160 ry 0.188 0.750 A572-65 0 (65 ksi) L2 111.000-106.00 5.000 0.000 12 12.160 13.060 0.188 0.750 A572-65 , iiJob Page tt�XTower 78875.008.01 -Progress, OR(BU#874140) 2 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft - ft Sides in in in in 0 (65 ksi) L3 106.000-101.00 5.000 0.000 12 13.060 13.960 0.188 0.750 A572-65 0 (65 ksi) L4 101.000-100.00 1.000 0.000 12 13.960 14.140 0.188 0.750 A572-65 0 (65 ksi) L5 100.000-95.000 5.000 0.000 12 14.140 15.039 0.219 0.875 A572-65 (65 ksi) L6 95.000-90.000 5.000 0.000 12 15.039 15.939 0.219 0.875 A572-65 (65 ksi) L7 90.000-85.000 5.000 0.000 12 15.939 16.838 0.219 0.875 A572-65 (65 ksi) L8 85.000-80.000 5.000 0.000 12 16.838 17.738 0.219 0.875 A572-65 (65 ksi) L9 80.000-75.000 5.000 0.000 12 17.738 18.637 0.219 0.875 A572-65 (65 ksi) L10 75.000-70.000 5.000 0.000 12 18.637 19.537 0.219 0.875 A572-65 (65 ksi) L11 70.000-67.500 2.500 0.000 12 19.537 19.987 0.219 0.875 A572-65 (65 ksi) L 12 67.500-67.250 0.250 0.000 12 19.987 20.032 0.694 2.775 A572-65 (65 ksi) L13 67.250-62.250 5.000 0.000 12 20.032 20.931 0.669 2.675 A572-65 (65 ksi) L 14 62.250-57.250 5.000 0.000 12 20.931 21.831 0.644 2.575 A572-65 (65 ksi) L15 57.250-51.083 6.167 3.917 12 21.831 22.940 0.631 2.525 A572-65 (65 ksi) L16 51.083-50.000 5.000 0.000 12 21.798 22.698 0.694 2.775 A572-65 (65 ksi) L17 50.000-45.000 5.000 0.000 12 22.698 23.598 0.669 2.675 A572-65 (65 ksi) L18 45.000-40.000 5.000 0.000 12 23.598 24.498 0.656 2.625 A572-65 (65 ksi) L19 40.000-35.000 5.000 0.000 12 24.498 25.399 0.631 2.525 A572-65 (65 ksi) L20 35.000-32.250 2.750 0.000 12 25.399 25.894 0.631 2.525 A572-65 (65 ksi) L21 32.250-32.000 0.250 0.000 12 25.894 25.939 0.756 3.025 A572-65 (65 ksi) L22 32.000-27.000 5.000 0.000 12 25.939 26.839 0.744 2.975 A572-65 (65 ksi) L23 27.000-22.000 5.000 0.000 12 26.839 27.739 0.719 2.875 A572-65 (65 ksi) L24 22.000-17.000 5.000 0.000 12 27.739 28.639 0.706 2.825 A572-65 (65 ksi) L25 17.000-12.000 5.000 0.000 12 28.639 29.540 0.694 2.775 A572-65 (65 ksi) L26 12.000-7.000 5.000 0.000 12 29.540 30.440 0.669 2.675 A572-65 (65 ksi) L27 7.000-2.000 5.000 0.000 12 30.440 31.340 0.656 2.625 A572-65 (65 ksi) L28 2.000-0.000 2.000 12 31.340 31.700 0.656 2.625 A572-65 (65 ksi Tapered Pole Properties Job tnx rl�.awer Page 78875.008.01 -Progress, OR (BU#874140) 3 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Nithin P Amin Section Tip Dia. Area 1 r C I/C J It/Q w w/t in int in4 in in in3 in4 in _ in __ LI 11.657 6.685 104.612 3.964 5.833 17.935 211.972 3.290 2.515 13.414 12.589 7.228 132.251 4.286 6.299 20.996 267.976 3.558 2.756 14.701 L2 12.589 7.228 132.251 4.286 6.299 20.996 267.976 3.558 2.756 14.701 13.521 7.772 164.373 4.608 6.765 24.297 333.065 3.825 2.998 15.987 L3 13.521 7.772 164.373 4.608 6.765 24.297 333.065 3.825 2.998 15.987 14.452 8.315 201.317 4.931 7.231 27.840 407.924 4.092 3.239 17.273 L4 14.452 8.315 201.317 4.931 7.231 27.840 407.924 4.092 3.239 17273. 14.639 8.424 209.314 4.995 7.325 28.577 424.128 4.146 3.287 17.531 L5 14.639 9.806 242.563 4.984 7.325 33.117 491.498 4.826 3.203 14.644 15.570 10.439 292.684 5.306 7.790 37.570 593.057 5.138 3.444 15.746 L6 15.570 10.439 292.684 5.306 7.790 37.570 593.057 5.138 3.444 15.746 16.501 11.073 349.273 5.628 8.256 42.303 707.722 5.450 3.685 16.848 L7 16.501 11.073 349.273 5.628 8.256 42.303 707.722 5.450 3.685 16.848 17.432 11.707 412.724 5.950 8.722 47.318 836.290 5.7623.926 17.95 L8 17.432 11.707 412.724 5.950 8.722 47.318 836.290 5.762 3.926 17.95 18.364 12.340 483.427 6.272 9.188 52.614 979.555 6.073 4.168 19.051 L9 18.364 12.340 483.427 6.272 9.188 52.614 979.555 6.073 4.168 19.051 19.295 12.974 561.777 6.594 9.654 58.190 1138.313 6.385 4.409 20.153 L10 19.295 12.974 561.777 6.594 9.654 58.190 1138.313 6.385 4.409 20.153 20.226 13.607 648.166 6.916 10.120 64.047 1313.360 6.697 4.650 21.255 LII 20.226 13.607 648.166 6.916 10.120 64.047 1313.360 6.697 4.650 21.255 20.692 13.924 694.498 7.077 10.353 67.081 1407.240 6.853 4.770 21.806 L12 20.692 43.098 2047.560 6.907 10.353 197.773 4148.911 21.211 3.497 5.041 20.738 43.198 2061.912 6.923 10.376 198.712 4177.994 21.261 3.509 5.058 L13 20.738 41.696 1995.328 6.932 10.376 192.295 4043.075 20.521 3.576 5.348 21.669 43.632 2286.519 7.254 10.842 210.889 4633.107 21.475 3.817 5.708 L14 21.669 42.053 2209.198 7.263 10.842 203.757 4476.435 20.697 3.884 6.034 22.601 43.918 2516.268 7.585 11.308 222.516 5098.641 21.615 4.125 6.408 L15 22.601 43.090 2471.778 7.589 11.308 218.582 5008.493 21.208 4.159 6.588 23.749 45.345 2880.507 7.987 11.883 242.407 5836.688 22.318 4.456 7.059 L16 23.297 47.144 2680.063 7.555 11.291 237.357 5430.535 23.203 3.983 5.741 23.499 49.155 3037.854 7.878 11.758 258.374 6155.517 24.193 4.224 6.088 L17 23.499 47.437 2938.375 7.886 11.758 249.913 5953.944 23.347 4.291 6.416 24.431 49.376 3313.513 8.209 12.224 271.069 6714.075 24.301 4.532 6.777 L18 24.431 48.479 3256.899 8.213 12.224 266.437 6599.359 23.860 4.566 6.957 25.363 50.382 3655.520 8.536 12.690 288.059 7407.075 24.796 4.807 7.325 L19 25.363 48.513 3527.335 8.544 12.690 277.958 7147.337 23.877 4.8747.721 26.295 50.343 3941.698 8.867 13.156 299.601 7986.949 24.777 5.115 8.103 L20 26.295 50.343 3941.698 8.867 13.156 299.601 7986.949 24.777 5.115 8.103 26.807 51.349 4182.842 9.044 13.413 311.851 8475.573 25.272 5.248 8.313 L21 26.807 61.213 4937.110 8.999 13.413 368.085 10003.922 30.127 4.913 6.496 26.854 61.323 4963.677 9.015 13.436 369.424 10057.756 30.181 4.925 6.512 L22 26.854 60.339 4888.906 9.020 13.436 363.859 9906.249 29.697 4.958 6.667 27.786 62.495 5431.882 9.342 13.903 390.711 11006.465 30.758 5.200 6.991 L23 27.786 60.452 5264.399 9.351 13.903 378.664 10667.099 29.753 5.267 7.327 28.718 62.535 5827.663 9.673 14.369 405.575 11808.425 30.778 5.508 7.663 L24 28.718 61.476 5734.263 9.678 14.369 399.075 11619.172 30.257 5.541 7.846 29.650 63.523 6326.404 10.000 14.835 426.446 12819.010 31.264 5.783 8.188 L25 29.650 62.427 6222.779 10.005 14.835 419.461 12609.038 30.725 5.816 8.384 30.582 64.438 6843.711 10.327 15.301 447.258 13867.214 31.714 6.057 8.731 L26 30.582 62.170 6614.258 10.336 15.301 432.263 13402.281 30.598 6.124 9.158 31.514 64.108 7252.451 10.658 15.768 459.954 14695.433 31.552 6.366 9.519 L27 31.514 62.936 7125.860 10.662 15.768 451.925 14438.924 30.975 6.399 9.751 32.445 64.838 7791.716 10.985 16.234 479.960 15788.129 31.912 6.640 10.119 L28 32.445 64.838 7791.716 10.985 16.234 479.960 15788.129 31.912 6.640 10.119 32.818 65.599 8069.259 11.114 16.421 491.411 16350.507 32.286 6.737 10.266 • i Job Page tnxT©wer 78875.008.01 -Progress, OR(BU#874140) 4 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A. Spacing Spacing Spacing Diagonals Horizontals Redundants ..._ ft2 in in in in LI 1 1 1 116.000-111.0 00 L2 1 1 1 111.000-106.0 00 L3 1 1 1 106.000-101.0 00 L4 1 1 I 101.000-100.0 00 L5 1 1 1 100.000-95.00 0 L6 1 1 1 95.000-90.000 L7 1 1 1 90.000-85.000 L8 I 1 1 85.000-80.000 L9 1 1 1 80.000-75.000 L10 1 1 1 75.000-70.000 LII 1 1 1 70.000-67.500 L12 1 I 0.879434 67.500-67.250 L13 1 1 0.885206 67.250-62.250 L14 I 1 0.893883 62.250-57.250 L15 1 1 0.90047 57.250-51.083 L16 1 1 0.901958 51.083-50.000 L17 1 1 0.914433 50.000-45.000 L18 1 1 0.91236 45.000-40.000 L19 1 1 0.929256 40.000-35.000 L20 1 1 0.919776 35.000-32.250 L21 I 1 0.90966 32.250-32.000 L22 1 1 0.905643 32.000-27.000 L23 1 1 0.918092 27.000-22.000 L24 1 1 0.916646 22.000-17.000 L25 1 1 0.916288 17.000-12.000 L26 1 1 0.933718 12.000-7.000 L27 1 1 0.935774 7.000-2.000 A i Job Page inxTower78875.008.01 - Progress, OR (BU#874140) 5 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Phone:(918)587-4630 Designed by FAX. 918 295-0265 Crown Castle � ) Nithin P Amin Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Al Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing TM ft f Diagonals Horizontals Redundants rn in in in L28 1 1 0.929891 2.000-0.000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Row Position Diameter ._. ft in in klf LDF2-50(3/8") A Surface Ar 114.000-0.000 1 1 0.040 0.440 0.000 (AB-E) (CaAa) 0.050 LDF7-50A(1-5/8") A Surface Ar 114.000-0.000 6 6 0.050 1.980 0.001 (AB-E) (CaAa) 0.350 RFA1206-24526-XXX(1-1/4) C Surface Ar 75.000-0.000 4 4 0.350 1.320 0.001 (E) (CaAa) 0.500 *** LDF5-50A(7/8) C Surface Ar 65.000-0.000 1 1 0.320 1.090 0.000 (Per Photo) (CaAa) 0.340 *** EC4-50(1/2) B Surface Ar 49.000-0.000 1 1 0.350 0.630 0.000 (P) (CaAa) 0.360 *** Safety Line 3/8 A Surface Ar 116.000-0.000 1 1 0.250 0.375 0.000 (E) (CaAa) 0.260 *** CCI-1.25"x6.5"-FP A Surface Af 35.000-0.000 1 1 0.000 6.500 15.500 0.000 (E) (CaAa) 0.000 CCI-1.25"x6.5"-FP B Surface Af 35.000-0.000 1 1 -0.250 6.500 15.500 0.000 (E) (CaAa) -0.250 CCI-1.25"x6.5"-FP C Surface Af 35.000-0.000 1 1 -0.500 6.500 15.500 0.000 (E) (CaAa) -0.500 CCI-1.25"x6.5"-FP C Surface Af 35.000-0.000 1 1 0.250 6.500 15.500 0.000 (E) (CaAa) 0.250 *** CCI-1"x6"-FP A Surface Af 70.000-35.000 1 1 0.000 6.000 14.000 0.000 (E) (CaAa) 0.000 CCI-1"x6"-FP B Surface Af 70.000-35.000 1 1 -0.250 6.000 14.000 0.000 (E) (CaAa) -0.250 CCI-1"x6"-FP C Surface Af 70.000-35.000 1 1 -0.500 6.000 14.000 0.000 (E) (CaAa) -0.500 CCI-1"x6"-FP C Surface Af 70.000-35.000 1 1 0.250 6.000 14.000 0.000 (E) (CaAa) 0.250 *** Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ftp/ft kif LDF5-50A(7/8") A No Inside Pole 97.000-0.000 18 No Ice 0.000 0.000�y (E) 1/2"Ice 0.000 0.000 $ e Job Page ' tnx ower 78875.008.01 -Progress, OR(BU#874140) 6 of 31 Date B+BT ldGroup i16:igned43:18 by 02/24/18 lsa,ouOKeer74119,Sute 300 P Crloientject Des Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg _ ft ft2/ft _ �kff _. 1717 TuS. 1"Ice 0.000 0.000 ASU9323TYP01(1-1/4) A No Inside Pole 97.000-0.000 1 No I ce 0.000 0.001 Ice 0.000 0.001 (E) 1"Ice 0.000 0.001 Feed Line/Linear Appurtenances Section Areas CAAA Tower Tower Face AR AF CAAA Weight Section Elevation In Face Out Face ft f12 ft2 ft2 � K LI 116.000-111.000 A 0.000 0.000 3.883 0.000 0.016 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L2 111.000-106.000 A 0.000 0.000 6.348 0.000 0.026 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L3 106.000-101.000 A 0.000 0.000 6.348 0.000 0.026 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L4 101.000-100.000 A 0.000 0.000 1.270 0.000 0.005 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L5 100.000-95.000 A 0.000 0.000 6.348 0.000 0.040 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L6 95.000-90.000 A 0.000 0.000 6.348 0.000 0.061 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L7 90.000-85.000 A 0.000 0.000 6.348 0.000 0.061 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L8 85.000-80.000 A 0.000 0.000 6.348 0.000 0.061 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L9 80.000-75.000 A 0.000 0.000 6.348 0.000 0.061 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L10 75.000-70.000 A 0.000 0.000 6.348 0.000 0.061 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 2.640 0.000 0.030 LII 70.000-67.500 A 0.000 0.000 5.674 0.000 0.031 B 0.000 0.000 2.500 0.000 0.000 C 0.000 0.000 6.320 0.000 0.015 L12 67.500-67.250 A 0.000 0.000 0.567 0.000 0.003 B 0.000 0.000 0.250 0.000 0.000 C 0.000 0.000 0.632 0.000 0.001 L13 67.250-62.250 A 0.000 0.000 11.348 0.000 0.061 B 0.000 0.000 5.000 0.000 0.000 C 0.000 0.000 12.940 0.000 0.030 L14 62.250-57.250 A 0.000 0.000 11.348 0.000 0.061 B 0.000 0.000 5.000 0.000 0.000 C 0.000 0.000 13.185 0.000 0.031 L15 57.250-51.083 A 0.000 0.000 13.996 0.000 0.075 B 0.000 0.000 6.167 0.000 0.000 C 0.000 0.000 16.262 0.000 0.038 L16 51.083-50.000 A 0.000 0.000 2.458 0.000 0.013 B 0.000 0.000 1.083 0.000 0.000 it_ower Job Page 78875.008.01 - Progress, OR (BU#874140} 7 of 31 B+T Group Project Date f 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Phone:(918)587-4630 Designed by FAX. 918 295-0265 Crown Castle ( ) Nithin P Amin Section Tower Tower Face AR AF C C aAA aAA Weight n Elevation In Face Out Face it C 0.000 0.000 2.856 0.000 y 0.007 L17 50.000-45.000 A 0.000 0.000 11.348 0.000 0.061 B 0.000 0.000 5.252 0.000 0.001 C 0.000 0.000 13.185 0.000 0.031 L 18 45.000 40.000 A 0.000 0.000 11.348 0.000 0.061 B 0.000 0.000 5.315 0.000 0.001 C 0.000 0.000 13.185 0.000 0.031 L19 40.000-35.000 A 0.000 0.000 11.348 0.000 0.061 B 0.000 0.000 5.315 0.000 0.001 C 0.000 0.000 13.185 0.000 0.031 L20 35.000-32250 A 0.000 0.000 6.470 0.000 0.034 B 0.000 0.000 3.152 0.000 0.000 C 0.000 0.000 7.710 0.000 0.017 L21 32.250-32.000 A 0.000 0.000 0.588 0.000 0.003 B 0.000 0.000 0.287 0.000 0.000 C 0.000 0.000 0.701 0.000 0.002 L22 32.000-27.000 A 0.000 0.000 11.764 0.000 0.061 B 0.000 0.000 5.732 0.000 0.001 C 0.000 0.000 14.018 0.000 0.031 L23 27.000-22.000 A 0.000 0.000 11.764 0.000 0.061 B 0.000 0.000 5.732 0.000 0.001 C 0.000 0.000 14.018 0.000 0.031 L24 22.000-17.000 A 0.000 0.000 11.764 0.000 0.061 B 0.000 0.000 5.732 0.000 0.001 C 0.000 0.000 14.018 0.000 0.031 L25 17.000-12.000 A 0.000 0.000 11.764 0.000 0.061 B 0.000 0.000 5.732 0.000 0.001 C 0.000 0.000 14.018 0.000 0.031 L26 12.000-7.000 A 0.000 0.000 11.764 0.000 0.061 B 0.000 0.000 5.732 0.000 0.001 C 0.000 0.000 14.018 0.000 0.031 L27 7.000-2.000 A 0.000 0.000 11.764 0.000 0.061 B 0.000 0.000 5.732 0.000 0.001 C 0.000 0.000 14.018 0.000 0.031 L28 2.000-0.000 A 0.000 0.000 4.706 0.000 0.024 B 0.000 0.000 2.293 0.000 0.000 C 0 000 0.000 5.607 0.000 0.012 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft' flz f? ft2 K L1 116.000-111.000 A 2.263 0.000 0.000 10.092 0.000 0.167 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L2 111.000-106.000 A 2.253 0.000 0.000 15.154 0.000 0.252 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L3 106.000-101.000 A 2.242 0.000 0.000 15.119 0.000 0.251 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L4 101.000-100.000 A 2.236 0.000 0.000 3.020 0.000 0.050 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L5 100.000-95,000 A 2.229 0.000 0.000 15.076 0.000 0.263 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 • x Job Page tnxTower 78875.008.01 -Progress, OR (BU#874140) 8 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX.:(918)295-0265 Tower Tower Face Ice AR AF CAA CAA A Weight Section Elevation or Thickness In Face Out Face ft Leg in /lZ _ f? ftp f? _.. _._._ K L6� 95.000-90.000 A 2.217 0.000 0.000 15.038 .0.00o---o-.2K-g-3-- B .000 0.283 B 0.000 0.000 0.000 0.000 0.000 C0.000 0.000 0.000 0.000 0.000 L7 90.000-85.000 A 2.205 0.000 0.000 14.998 0.000 0.281 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.0000.000 L8 85.000-80.000 A 2.192 0.000 0.000 14.956 0.000 0.279 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L9 80.000-75.000 A 2.178 0.000 0.000 14.912 0.000 0.277 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L10 75.000-70.000 A 2.164 0.000 0.000 14.865 0.000 0.275 B 0.000 0.000 0.000 0.000 0.000 C0.000 0.000 6.005 0.000 0.111 L11 70.000-67.500 A 2.152 0.000 0.000 10.990 0.000 0.183 B 0.000 0.000 3.576 0.000 0.046 C 0.000 0.000 10.147 0.000 0.148 L12 67.500-67.250 A 2.148 0.000 0.000 1.098 0.000 0.018 B 0.000 0.000 0.3570.000 0.005 C 0.000 0.000 1.014 0.000 0.015 L13 67.250-62.250 A 2.139 0.000 0.000 21.925 0.000 0.364 B 0.000 0.000 7.139 0.000 0.092 C 0.000 0.000 21.729 0.000 0.318 L14 62.250-57.250 A 2.122 0.000 0.000 21.852 0.000 0.361 B 0.000 0.000 7.122 0.000 0.091 C 0.000 0.000 22.865 0.000 0.334 L15 57.250-51.083 A 2.102 0.000 0.000 26.844 0.000 0.440 B 0.000 0.000 8.759 0.000 0.111 C 0.000 0.000 28.092 0.000 0.407 L16 51.083-50.000 A 2.087 0.000 0.000 4.714 0.000 0.077 B 0.000 0.000 1.538 0.000 0.019 C 0.000 0.000 4.933 0.000 0.071 L17 50.000-45.000 A 2.074 0.000 0.000 21.647 0.000 0.351 B 0.000 0.000 8.985 0.000 0.116 C 0.000 0.000 22.660 0.000 0.325 L18 45.000-40.000 A 2.051 0.0000.000 21.550 0.000 0.347 B 0.000 0.000 9.417 0.000 0.121 C 0.000 0.000 22.562 0.000 0.320 L19 40.000-35.000 A 2.026 0.0000 .000 21.4420.000 0.342 B 0.000 0.000 9.366 0.000 0.119 C0.000 0.000 22.454 0.000 0.315 L20 35.000-32.250 A 2.004 0.000 0.000 11.971 0.000 0.189 B 0.000 0.000 5.357 0.000 0.068 C 0.000 0.000 12.757 0.000 0.177 L21 32.250-32.000 A 1.995 0.000 0.000 1.086 0.000 0.017 B 0.000 0.000 0.486 0.000 0.006 C 0.000 0.000 1.1580 0.0 0.016 L22 32.000-27.000 A 1.978 0.000 0.000 21.654 0.000 0.339 B 0.000 0.000 9.687 0.000 0.121 C 0.000 0.000 23.083 0.000 0.317 L23 27.000-22.000 A 1.941 0.000 0.000 21.499 0.000 0.332 B 0.000 0.0009.614 0.000 0.118 C 0.000 0.000 22.928 0.000 0.310 L24 22.000-17.000 A 1.897 0.000 0.000 21.313 0.000 0.324 B 0.000 0.000 9.526 0.000 0.114 C 0.000 0.000 22.742 0.000 0.302 L25 17.000-12.000 A 1.842 0.000 0.000 21.077 0.000 0.314 B 0.000 0.000 9.416 0.000 0.109 C 0.000 0.000 22.507 0.000 0.291 L26 12.000-7.000 A 1.766 0.000 0.000 20.753 0.000 0.301 rawer Jinx ob P age 78875.008.01 -Progress, OR (BU#874140) 9 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Phone:(918)587-4630 Designed by FAX:(918)295-0266 Crown Castle Nithin P Amin Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 ft2 .f?Z ft2 K B 0.000 0.000 9.263 0.000 0.103 C 0.000 0.000 22.182 0.000 0.277 L27 7.000-2.000 A 1.638 0.000 0.000 20.212 0.000 0.279 B 0.000 0.000 9.008 0.000 0.093 C 0.000 0.000 21.641 0.000 0.254 L28 2.000-0.000 A 1.410 0.000 0.000 7.696 0.000 0.096 B 0.000 0.000 3.420 0.000 0.030 C 0.000 0.000 8.268 0.000 0.086 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in LI 116.000-111.000 -0.441 -0.600 -0.511 -0.677 L2 111.000-106.000 -0.578 -0.784 -0.611 -0.788 L3 106.000-101.000 -0.594 -0.806 -0.641 -0.826 L4 101.000-100.000 -0.603 -0.818 -0.658 -0.848 L5 100.000-95.000 -0.612 -0.831 -0.675 -0.870 L6 95.000-90.000 -0.627 -0.850 -0.703 -0.906 L7 90.000-85.000 -0.640 -0.868 -0.730 -0.940 L8 85.000-80.000 -0.653 -0.885 -0.756 -0.974 L9 80.000-75.000 -0.665 -0.901 -0.781 -1.006 L10 75.000-70.000 -0.876 -0.530 -0.915 -0.529 L11 70.000-67.500 -0.536 -0.701 -0.635 -0.670 L12 67.500-67.250 -0.541 -0.707 -0.641 -0.677 L13 67.250-62.250 -0.559 -0.697 -0.677 -0.631 L 14 62.250-57.250 -0.584 -0.701 -0.719 -0.607 L15 57.250-51.083 -0.603 -0.725 -0.746 -0.631 L16 51.083-50.000 -0.607 -0.730 -0.751 -0.636 L17 50.000-45.000 -0.595 -0.734 -0.668 -0.615 L18 45.000-40.000 -0.605 -0.752 -0.665 -0.627 L19 40.000-35.000 -0.621 -0.772 -0.685 -0.647 L20 35.000-32.250 -0.619 -0.799 -0.691 -0.673 L21 32.250-32.000 -0.624 -0.805 -0.697 -0.679 L22 32.000-27.000 -0.632 -0.816 -0.707 -0.690 L23 27.000-22.000 -0.646 -0.835 -0.726 -0.710 L24 22.000-17.000 -0.661 -0.855 -0.744 -0.731 L25 17.000-12.000 -0.675 -0.873 -0.762 -0.752 L26 12.000-7.000 -0.689 -0.892 -0.780 -0.774 L27 7.000-2.000 -0.703 -0.910 -0.796 -0.797 L28 2.000-0.000 -0.712 -0.923 -0.804 -0.820 Shielding Factor Ka Tower Feed Line Description Feed Line K K Section Record No. Segment Elev. No Ice Ice LI I LDF2-50(3/8") 111.00- 1.0000 1.0000 114.00 LI 2 LDF7-50A(1-5/8") 111.00- 1.0000 1.0000 114.00 Page ' , Job tnxTower 78875.008.01 -Progress, OR(BU#874140) 10 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FX. (918)295-0265 Tower Feed Line Description Feed Line Ka K Section Record No. Segment Ele,000.0---- L3 . No Ice Ice L 1 1841571321 3 Safety Line 3/8 111.00 1.0000 1.0000 116.00 L2 1 LDF2-50(3/8") 106.00- 1.0000 1.0000 111.00 L2 2 LDF7-50A(1-5/8") 106.00- 1.0000 1.0000 111.00 L2 132711 Safety Line 3/8 106.00- 1.0000 1.0000 111.00 L3 1 LDF2-50(3/8") 101.00- 1.0000 1.0000 106.00 L3 2 LDF7-50A(1-5/8") 101.00- 1.0000 1.0000 106.00 L3 13 Safety Line 3/8 101.00- 1.0000 1.0000 106.00 L4 1 LDF2-50(3/8") 100.00- 1.0000 1.0000 101.00 L4 2 LDF7-50A(1-5/8") 100.00- 1.0000 1.0000 101.00 L4 13 Safety Line 3/8 100.00- 1.0000 1.0000 101.00 L5 i LDF2-50(3/8") 95.00-100.00 1.0000 1.0000 L5 2 LDF7-50A(1-5/8") 95.00-100.00 1.0000 1.0000 L5 13 Safety Line 3/8 95.00-100.00 1.0000 1.0000 L6 1 LDF2-50(3/8") 90.00-95.00 1.0000 1.0000 L6 2 LDF7-50A(1-5/8") 90.00-95.00 1.0000 1.0000 L6 13 Safety Line 3/8 90.00-95.00 1.0000 1.0000 L7 1 LDF2-50(3/8") 85.00-90.00 1.0000 1.0000 L7 2 LDF7-50A(1-5/8") 85.00-90.00 1.0000 1.0000 L7 13 Safety Line 3/8 85.00-90.00 1.0000 1.0000 L8 1 LDF2-50(3/8") 80.00-85.00 1.0000 1.0000 L8 2 LDF7-50A(1-5/8") 80.00-85.00 1.0000 1.0000 L8 13 Safety Line 3/8 80.00-85.00 1.0000 1.0000 L9 1 LDF2-50(3/8") 75.00-80.00 1.0000 1.0000 L9 2 LDF7-50A(1-5/8") 75.00-80.00 1.0000 1.0000 L9 13 Safety Line 3/8 75.00-80.00 1.0000 1.0000 L10 1 LDF2-50(3/8") 70.00-75.00 1.0000 1.0000 L10 2 LDF7-50A(1-5/8") 70.00-75.00 1.0000 1.0000 L10 7 RFA1206-24S26-XXX(1-1/4) 70.00-75.00 1.0000 1.0000 L10 13 Safety Line 3/8 70.00-75.00 1.0000 1.0000 L11 1 LDF2-50(3/8") 67.50-70.00 1.0000 1.0000 L11 2 LDF7-50A(1-5/8") 67.50-70.00 1.0000 1.0000 L 1 1 7 RFA1206-24S26-XXX(1-1/4) 67.50-70.00 1.0000 1.0000 LII 13 Safety Line 3/8 67.50-70.00 1.0000 1.0000 L11 20 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L I 1 21 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 LI 1 22 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L11 23 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L12 1 LDF2-50(3/8") 67.25-67.50 1.0000 1.0000 L12 2 LDF7-50A(1-5/8") 67.25-67.50 1.0000 1.0000 L12 7 RFA1206-24S26-XXX(1-1/4) 67.25-67.50 1.0000 1.0000 LI2 13 Safety Line 3/8 67.25-67.50 1.0000 1.0000 L12 20 CCI-1"x6"-FP 67.25-67.50 1.0000 1.0000 L12 21 CCI-1"x6"-FP 67.25-67.50 1.0000 1.0000 L12 22 CCI-I"x6"-FP 67.25-67.50 1.0000 1.0000 L12 23 CCI-1"x6"-FP 67.25-67.50 1.0000 1.0000 L13 1 LDF2-50(3/8") 62.25-67.25 1.0000 1.0000 L13 2 LDF7-50A(1-5/8") 62.25-67.25 1.0000 1.0000 L13 7 RFA1206-24526-XXX(1-1/4) 62.25-67.25 1.0000 1.0000 L13 9 LDF5-50A(7/8) 62.25-65.00 1.0000 1.0000 L13 13 Safety Line 3/8 62.25-67.25 1.0000 1.0000 L13 20 CCI-1"x6"-FP 62.25-67.25 1.0000 1.0000 L13 21 CCI-I"x6"-FP 62.25-67.25 1.0000 1.0000 , t]xXQfVVG'l' Job Page 78875.008.01 -Progress, OR (BU#874140) 11 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX.-(918)295-0266 Nlthln P Amin Tower Feed Line Description Feed Line Kd K Section Record No. Segment Elev. No Ice Ice L13 22 CCI-1"x6"-FP 62.25-67.25 1.0000 1.0000 L 13 23 CCI-1"x6"-FP 62.25-67.25 1.0000 1.0000 L14 1 LDF2-50(3/8") 57.25-62.25 1.0000 1.0000 L14 2 LDF7-50A(1-5/8") 57.25-62.25 1.0000 1.0000 L14 7 RFA1206-24526-XXX(1-1/4) 57.25-62.25 1.0000 1.0000 L 14 9 LDF5-50A(7/8) 57.25-62.25 1.0000 1.0000 L14 13 Safety Line 3/8 57.25-62.25 1.0000 1.0000 L14 20 CCI-I"x6"-FP 57.25-62.25 1.0000 1.0000 L14 21 CCI-1"x6"-FP 57.25-62.25 1.0000 1.0000 L14 22 CCI-1"x6"-FP 57.25-62.25 1.0000 1.0000 L14 23 CCI-I"x6"-FP 57.25-62.25 1.0000 1.0000 L 15 I LDF2-50(3/8") 51.08-57.25 1.0000 1.0000 L15 2 LDF7-50A(1-5/8") 51.08-57.25 1.0000 1.0000 L15 7 RFA1206-24826-XXX(1-1/4) 51.08-57.25 1.0000 1.0000 L15 9 LDF5-50A(7/8) 51.08-57.25 1.0000 1.0000 L15 13 Safety Line 3/8 51.08-57.25 1.0000 1.0000 L15 20 CCI-1"x6"-FP 51.08-57.25 1.0000 1.0000 L15 21 CCI-1"x6"-FP 51.08-57.25 1.0000 1.0000 L15 22 CCI-1"x6"-FP 51.08-57.25 1.0000 1.0000 L15 23 CCI-1"x6"-FP 51.08-57.25 1.0000 1.0000 L17 1 LDF2-50(3/8") 45.00-50.00 1.0000 1.0000 L17 2 LDF7-50A(1-5/8") 45.00-50.00 1.0000 1.0000 L17 7 RFA1206-24826-XXX(I-1/4) 45.00-50.00 1.0000 1.0000 L17 9 LDF5-50A(7/8) 45.00-50.00 1.0000 1.0000 L17 11 EC4-50(1/2) 45.00-49.00 1.0000 1.0000 L17 13 Safety Line 3/8 45.00-50.00 1.0000 1.0000 L17 20 CCI-1"x6"-FP 45.00-50.00 1.0000 1.0000 L17 21 CCI-1"x6"-FP 45.00-50.00 1.0000 1.0000 L 17 22 CCI-1"x6"-FP 45.00-50.00 1.0000 1.0000 L17 23 CCI-1"x6"-FP 45.00-50.00 1.0000 1.0000 L18 1 LDF2-50(3/8") 40.00-45.00 1.0000 1.0000 L18 2 LDF7-50A(1-5/8") 40.00-45.00 1.0000 1.0000 L18 7 RFA 1206-24826-XXX(1-1/4) 40.00-45.00 1.0000 1.0000 L18 9 LDF5-50A(7/8) 40.00-45.00 1.0000 1.0000 L18 11 EC4-50(1/2) 40.00-45.00 1.0000 1.0000 L 18 13 Safety Line 3/8 40.00-45.00 1.0000 1.0000 L18 20 CCI-1"x6"-FP 40.00-45.00 1.0000 1.0000 L 18 21 CCI-1"x6"-FP 40.00-45.00 1.0000 1.0000 L18 22 CCI-I"x6"-FP 40.00-45.00 1.0000 1.0000 L 18 23 CCI-1"x6"-FP 40.00-45.00 1.0000 1.0000 L 19 1 LDF2-50(3/8") 35.00-40.00 1.0000 1.0000 L19 2 LDF7-50A(1-5/8") 35.00-40.00 1.0000 1.0000 L19 7 RFA 1206-24526-XXX(1-1/4) 35.00-40.00 1.0000 1.0000 L19 9 LDF5-50A(7/8) 35.00-40.00 1.0000 1.0000 L19 11 EC4-50(1/2) 35.00-40.00 1.0000 1.0000 L19 13 Safety Line 3/8 35.00-40.00 1.0000 1.0000 L19 20 CCI-1"x6"-FP 35.00-40.00 1.0000 1.0000 L19 21 CCI-1"x6"-FP 35.00-40.00 1.0000 1.0000 L19 22 CCI-1"x6"-FP 35.00-40.00 1.0000 1.0000 L 19 23 CCI-I"x6"-FP 35.00-40.00 1.0000 1.0000 L20 1 LDF2-50(3/8") 32.25-35.00 1.0000 1.0000 L20 2 LDF7-50A(I-5/8") 32.25-35.00 1.0000 1.0000 L20 7 RFA1206-24826-XXX(1-1/4) 32.25-35.00 1.0000 1.0000 L20 9 LDF5-50A(7/8) 32.25-35.00 1.0000 1.0000 L20 11 EC4-50(1/2) 32.25-35.00 1.0000 1.0000 L20 13 Safety Line 3/8 32.25-35.00 1.0000 1.0000 L20 15 CCI-1.25"x6.5"-FP 32.25-35.00 1.0000 1.0000 L20 16 CCI-1.25"x6.5"-FP 32.25-35.00 1.0000 1.0000 L20 17 CCI-1.25"x6.5"-FP 32.25-35.00 1.0000 1.0000 L20 18 CCI-1.25"x6.5"-FP 32.25-35.00 1.0000 1.0000 L21 1 LDF2-50(3/8") 32.00-32.25 1.0000 1.0000 L21 2 LDF7-50A(1-5/8") 32.00-32.25 1.0000 1.0000 6 I Job Page tnxTower 78875.008.01 -Progress, OR(BU#874140) 12 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 . Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin F . (918)295-0265 Tower Feed Line Description Feed Line K K" Section Record No, Segment Elev. No Ice Ice L21 7 RFA1206-24S26-XXX(1-1/4) 32.00-32.25 1.0000 1.0000 L21 9 LDF5-50A(7/8) 32.00-32.25 1.0000 1.0000 L21 11 EC4-50(1/2) 32.00-32.25 1.0000 1.0000 L21 13 Safety Line 3/8 32.00-32.25 1.0000 1.0000 L21 15 CC1-1.25"x6.5"-FP 32.00-32.25 1.0000 1.0000 L21 16 CCI-1.25"x6.5"-FP 32.00-32.25 1.0000 1.0000 L21 17 CCI-1.25"x6.5"-FP 32.00-32.25 1.0000 1.0000 L21 18 CCI-1.25"x6.5"-FP 32.00-32.25 1.0000 1.0000 L22 1 LDF2-50(3/8") 27.00-32.00 1.0000 1.0000 L22 2 LDF7-50A(1-5/8") 27.00-32.00 1.0000 1.0000 L22 7 RFA1206-24S26-XXX(1-1/4) 27.00-32.00 1.0000 1.0000 L22 9 LDF5-50A(7/8) 27.00-32.00 1.0000 1.0000 L22 11 EC4-50(1/2) 27.00-32.00 1.0000 1.0000 L22 13 Safety Line 3/8 27.00-32.00 1.0000 1.0000 L22 15 CCI-I.25"x6.5"-FP 27.00-32.00 1.0000 1.0000 L22 16 CCI-1.25"x6.5"-FP 27.00-32.00 1.0000 1.0000 L22 17 CCI-1.25"x6.5"-FP 27.00-32.00 1.0000 1.0000 L22 18 CCI-1.25"x6.5"-FP 27.00-32.00 1.0000 1.0000 L23 1 LDF2-50(3/8") 22.00-27.00 1.0000 1.0000 L23 2 LDF7-50A(1-5/8") 22.00-27.00 1.0000 1.0000 L23 7 RFA1206-24526-XXX(1-1/4) 22.00-27.00 1.0000 1.0000 L23 9 LDF5-50A(7/8) 22.00-27.00 1.0000 1.0000 L23 11 EC4-50(1/2) 22.00-27.00 1.0000 1.0000 L23 13 Safety Line 3/8 22.00-27.00 1.0000 1.0000 L23 15 CCI-1.25"x6.5"-FP 22.00-27.00 1.0000 1.0000 L23 16 CCI-1.25"x6.5"-FP 22.00-27.00 1.0000 1.0000 L23 17 CCI-1.25"x6.5"-FP 22.00-27.00 1.0000 1.0000 L23 18 CCI-1.25"x6.5"-FP 22.00-27.00 1.0000 1.0000 L24 1 LDF2-50(3/8") 17.00-22.00 1.0000 1.0000 L24 2 LDF7-50A(1-5/8") 17.00-22.00 1.0000 1.0000 L24 7 RFA1206-24S26-XXX(1-1/4) 17.00-22.00 1.0000 1.0000 L24 9 LDF5-50A(7/8) 17.00-22.00 1.0000 1.0000 L24 11 EC4-50(1/2) 17.00-22.00 1.0000 1.0000 L24 13 Safety Line 3/8 17.00-22.00 1.0000 1.0000 L24 15 CCI-1.25"x6.5"-FP 17.00-22.00 1.0000 1.0000 L24 16 CCI-1.25"x6.5"-FP 17.00-22.00 1.0000 1.0000 L24 17 CCI-1.25"x6.5"-FP 17.00-22.00 1.0000 1.0000 L24 18 CCI-1.25"x6.5"-FP 17.00-22.00 1.0000 1.0000 L25 1 LDF2-50(3/8") 12.00-17.00 1.0000 1.0000 L25 2 LDF7-50A(1-5/8") 12.00-17.00 1.0000 1.0000 L25 7 RFA1206-24526-XXX(1-1/4) 12.00-17.00 1.0000 1.0000 L25 9 LDF5-50A(7/8) 12.00-17.00 1.0000 1.0000 L25 11 EC4-50(1/2) 12.00-17.00 1.0000 1.0000 L25 13 Safety Line 3/8 12.00-17.00 1.0000 1.0000 L25 15 CCI-1.25"x6.5"-FP 12.00-17.00 1.0000 1.0000 L25 16 CCI-1.25"x6.5"-FP 12.00-17.00 1.0000 1.0000 L25 17 CCI-1.25"x6.5"-FP 12.00-17.00 1.0000 1.0000 L25 18 CCI-1.25"x6.5"-FP 12.00-17.00 1.0000 1.0000 L26 1 LDF2-50(3/8") 7.00-12.00 1.0000 1.0000 L26 2 LDF7-50A(1-5/8") 7.00-12.00 1.0000 1.0000 L26 7 RFA1206-24S26-XXX(1-1/4) 7.00-12.00 1.0000 1.0000 L26 9 LDF5-50A(7/8) 7.00-12.00 1.0000 1.0000 L26 11 EC4-50(1/2) 7.00-12.00 1.0000 1.0000 L26 13 Safety Line 3/8 7.00-12.00 1.0000 1.0000 L26 15 CCI-1.25"x6.5"-FP 7.00-12.00 1.0000 1.0000 L26 16 CCI-1.25"x6.5"-FP 7.00-12.00 1.0000 1.0000 L26 17 CCI-1.25"x6.5"-FP 7.00-12.00 1.0000 1.0000 L26 18 CCI-1.25'x6.5"-FP 7.00-12.00 1.0000 1.0000 L27 1 LDF2-50(3/8") 2.00-7.00 1.0000 1.0000 L27 2 LDF7-50A(1-5/8") 2.00-7.00 1.0000 1.0000 L27 7 RFA 1206-24S26-XXX(1-1/4) 2.00-7.00 1.0000 1.0000 L27 9 LDF5-50A(7/8) 2.00-7.00 1.0000 1.0000 . inxl Qwer Job Page 78875.008.01 -Progress, OR(BU#874140) 13 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0266 Nithin P Amin Tower Feed Line Description Feed Line K K, Section Record No. Segment Elev. No Ice Ice L27 11 EC4-50(1/2) 2.00-7.00 1.0000 1.0000 L27 13 Safety Line 3/8 2.00-7.00 1.0000 1.0000 L27 15 CCI-1.25"x6.5"-FP 2.00-7.00 1.0000 1.0000 L27 16 CCI-1.25"x6.5"-FP 2.00-7.00 1.0000 1.0000 L27 17 CCI-1.25"x6.5"-FP 2.00-7.00 1.0000 1.0000 L27 18 CCI-1.25"x6.5"-FP 2.00-7.00 1.0000 1.0000 L28 1 LDF2-50(3/8") 0.00-2.00 1.0000 1.0000 L28 2 LDF7-50A(1-5/8") 0.00-2.00 1.0000 1.0000 L28 7 RFA1206-24526-XXX(1-1/4) 0.00-2.00 1.0000 1.0000 L28 9 LDF5-50A(7/8) 0.00-2.00 1.0000 1.0000 L28 11 EC4-50(1/2) 0.00-2.00 1.0000 1.0000 L28 13 Safety Line 3/8 0.00-2.00 1.0000 1.0000 L28 15 CCI-1.25"x6.5"-FP 0.00-2.00 1.0000 1.0000 L28 16 CCI-1.25"x6.5"-FP 0.00-2.00 1.0000 1.0000 L28 17 CCI-1.25"x6.5"-FP 0.00-2.00 1.0000 1.0000 L28 18 CCI-1.25"x6.5"-FP 0.00-2.00 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAA CAA Weight or Type Hoz= Adjustment Front Side Leg Lateral Vert ft ft ftZ ft2 K ft __ ft Lightning Rod 5/8"x 6' C None 0.000 119.000 No Ice 0.375 0.375 0.033 (E) 1/2"Ice 0.989 0.989 0.037 *** 1"Ice 1.619 1.619 0.045 HB-X-ID-19-65-OOT A From Leg1.000 0.000 114.000 No Ice 2.212 2212 0.029 (AB-E) 0.000 1/2"1 ce 3.500 3.500 0.056 1.000 1"Ice 3.916 3.916 0.089 HB-X-ID-19-65-OOT B From Leg 1.000 0.000 114.000 No Ice 2.212 2.212 0.029 (AB-E) 0.000 1/2"Ice 3.500 3.5000.056 1.000 1"Ice 3.916 3.916 0.089 HB-X-ID-19-65-00T C From Leg 1.000 0.000 114.000 No Ice 2.212 2.212 0.029 (AB-E) 0.000 1/2"Ice 3.500 3.500 0.056 1.000 1"Ice 3.916 3.916 0.089 AB-ACCESS B From Leg 1.000 0.000 114.000 No Ice 1.667 0.607 0.011 (AB-E) 0.000 1/2"Ice 1.837 0.736 0.022 3.0001"Ice 2.015 0.872 0.035 Pipe Mount[PM 601-3] C None 0.000 114.000 No Ice 4.390 4.390 0.195 (AB-E) 1/2"Ice 5.480 5.480 0.237 1"Ice 6.570 6.570 0.280 *** Pipe Mount[PM 601-1] A From Leg 0.500 0.000 110.000 No Ice 3.000 0.900 0.065 (Empty/Photo) 0.000 1/2"Ice 3.740 1.120 0.079 0.000 1"Ice 4.480 1.340 0.093 *** (2)TMBXX-6516-R2M w/ A From Leg 4.000 0.000 97.000 No Ice 5.656 4.525 0.054 Mount Pipe 0.000 1/2"Ice 6.064 5.205 0.103 (E) 4.000 I"Ice 6.475 5.857 0.158 (2)TMBXX-6516-R2M w/ B From Leg 4.000 0.000 97.000 No Ice 5.656 4.525 0.054 Mount Pipe 0.000 1/2"Ice 6.064 5.205 0.103 ' Job Page mxT©wer 78875.008.01 -Progress, OR(BU#874140) 14 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft' ft2 K ft ft (E) 4.000 1"Ice 6.475 5.857 0.158 (2)TMBXX-6516-R2M w/ C From Leg 4.000 0.000 97.000 No Ice 5.656 4.525 0.054 Mount Pipe 0.000 1/2"Ice 6.064 5.205 0.103 (E) 4.000 I"Ice 6.475 5.857 0.158 SBNH-1D65C w/Mount Pipe A From Leg 4.000 0.000 97.000 No Ice 11.683 9.842 0.083 (E) 0.000 1/2"Ice 12.404 11.366 0.172 3.000 1"Ice 13.135 12.914 0.272 SBNH-1D65C w/Mount Pipe B From Leg 4.000 0.000 97.000 No Ice 11.683 9.842 0.083 (E) 0.000 1/2"Ice 12.404 11.366 0.172 3.000 1"Ice 13.135 12.914 0.272 SBNH-1D65C w/Mount Pipe C From Leg 4.000 0.000 97.000 No Ice 11.683 9.842 0.083 (E) 0.000 1/2"Ice 12.404 11.366 0.172 3.000 I"Ice 13.135 12.914 0.272 RNSDC-7771-PF-48 A From Leg 1.000 0.000 97.000 No Ice 3.178 1.196 0.020 (Hor.Off/Photo) 0.000 1/2"Ice 3.399 1.346 0.043 3.000 1"Ice 3.627 1.502 0.069 FHFB A From Leg 4.000 0.000 97.000 No Ice 3.631 2.386 0.053 (E) 0.000 1/2"Ice 3.885 2.616 0.081 3.000 1"Ice 4.146 2.853 0.112 FHFB B From Leg 4.000 0.000 97.000 No Ice 3.631 2.386 0.053 (E) 0.000 1/2"Ice 3.885 2.616 0.081 3.000 1"Ice 4.146 2.853 0.112 FHFB C From Leg 4.000 0.000 97.000 No Ice 3.631 2.386 0.053 (E) 0.000 1/2"Ice 3.885 2.616 0.081 3.000 1"Ice 4.146 2.853 0.112 FRIG A From Leg 4.000 0.000 97.000 No Ice 2.398 0.962 0.048 (E) 0.000 1/2"Ice 2.591 1.099 0.065 0.000 1"Ice 2.792 1.242 0.085 FRIG B From Leg 4.000 0.000 97.000 No Ice 2.398 0.962 0.048 (E) 0.000 1/2"Ice 2.591 1.099 0.065 0.000 1"Ice 2.792 1.242 0.085 FRIG C From Leg 4.000 0.000 97.000 No Ice 2.398 0.962 0.048 (E) 0.000 1/2"Ice 2.591 1.099 0.065 0.000 1"Ice 2.792 1.242 0.085 FRLB A From Leg 4.000 0.000 97.000 No Ice 2.067 0.779 0.060 (E) 0.000 1/2"Ice 2.246 0.898 0.075 3.000 1"Ice 2.432 1.030 0.093 FRLB B From Leg 4.000 0.000 97.000 No Ice 2.067 0.779 0.060 (E) 0.000 1/2"Ice 2.246 0.898 0.075 3.000 1"Ice 2.432 1.030 0.093 FRLB C From Leg 4.000 0.000 97.000 No Ice 2.067 0.779 0.060 (E) 0.000 1/2"Ice 2.246 0.898 0.075 3.000 1"Ice 2.432 1.030 0.093 ETW190VS12UB A From Leg 4.000 0.000 97.000 No Ice 0.570 0.317 0.015 (E) 0.000 1/2"Ice 0.667 0.395 0.020 3.000 1"Ice 0.772 0.484 0.026 ETW19OVS12UB B From Leg 4.000 0.000 97.000 No Ice 0.570 0.317 0.015 (E) 0.000 1/2"Ice 0.667 0.395 0.020 3.000 1"Ice 0.772 0.484 0.026 ETWI90VS12UB C From Leg 4.000 0.000 97.000 No Ice 0.570 0.317 0.015 (E) 0.000 1/2"Ice 0.667 0.395 0.020 3.000 1"Ice 0.772 0.484 0.026 8'x 2"Pipe Mount A From Leg 4.000 0.000 97.000 No Ice 1.900 1.900 0.029 (Per Photo) 0.000 1/2"Ice 2.728 2.728 0.044 0.000 1"Ice 3.401 3.401 0.063 8'x 2"Pipe Mount B From Leg 4.000 0.000 97.000 No Ice 1.900 1.900 0.029 (Per Photo) 0.000 1/2"Ice 2.728 2.728 0.044 ttlaC 'OWeI` Job Page 78875.008.01 -Progress, OR (BU#874140) 15 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Phone:(918)587-4630 Designed by FAX 918 295-0265 Crown Castle Nithin P Amin Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft 0.000 1"Ice 3.401 3.401 0.063 8'x 2"Pipe Mount C From Leg 4.000 0.000 97.000 No Ice 1.900 1.900 0.029 (Per Photo) 0.000 1/2"Ice 2.728 2.728 0.044 0.000 1"Ice 3.401 3.401 0.063 Platform Mount[LP 303-1] C None 0.000 97.000 No Ice 14.660 14.660 1.250 (E) 1/2"Ice 18.870 18.870 1.481 1"ice 23.080 23.080 1.713 Miscellaneous[NA 507-1] C None 0.000 97.000 No Ice 4.800 4.800 0.245 (Handrail) 1/2"Ice 6.700 6.700 0.294 1"Ice 8.600 8.600 0.343 *** 6'x 2"Mount Pipe A From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022 (Empty/Photo) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe B From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022 (Empty/Photo) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe C From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022 (Empty/Photo) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 T-Arm Mount[TA 702-3] C None 0.000 85.000 No Ice 5.640 5.640 0.339 (Empty) 1/2"Ice 6.550 6.550 0.429 1"Ice 7.460 7.460 0.519 *** TME-RCMDC-3315-PF-48 A From Leg 1.000 0.000 76.000 No Ice 3.708 2.192 0.032 (E) 0.000 1/2"Ice 3.950 2.395 0.062 0.000 I"Ice 4.200 2.606 0.097 TME-RCMDC-3315-PF-48 B From Leg 1.000 0.000 76.000 No Ice 3.708 2.192 0.032 (E) 0.000 1/2"Ice 3.950 2.395 0.062 0.000 1"Ice 4.200 2.606 0.097 (2) C From Leg 1.000 0.000 76.000 No Ice 3.708 2.192 0.032 TME-RCMDC-3315-PF-48 0.000 1/2"Ice 3.950 2.395 0.062 (E) 0.000 1"Ice 4.200 2.606 0.097 3'x 2"Pipe Mount A From Leg 1.000 0.000 76.000 No Ice 0.583 0.583 0.011 (E) 0.000 1/2"Ice 0.770 0.770 0.017 0.000 1"Ice 0.967 0.967 0.024 3'x 2"Pipe Mount B From Leg 1.000 0.000 76.000 No Ice 0.583 0.583 0.011 (E) 0.000 1/2"Ice 0.770 0.770 0.017 0.000 1"Ice 0.967 0.967 0.024 (2)3'x 2"Pipe Mount C From Leg 1.000 0.000 76.000 No Ice 0.583 0.583 0.011 (E) 0.000 1/2"Ice 0.770 0.770 0.017 0.000 1"Ice 0.967 0.967 0.024 Side Arm Mount[SO 102-1] C From Leg 0.500 0.000 76.000 No Ice 1.500 1.500 0.025 (Per Photo) 0.000 1/2"Ice 1.740 1.750 0.035 0.000 1"Ice 1.980 2.000 0.045 Side Arm Mount[SO 102-3] C None 0.000 76.000 No Ice 3.000 3.000 0.081 (Per Photo) 1/2"Ice 3.480 3.480 0.111 I"Ice 3.960 3.960 0.141 *** (4)WBX045T19X000 w/ A From Leg 4.000 0.000 75.000 No Ice 7.033 0.945 0.046 Mount Pipe 0.000 1/2"Ice 7.475 1.204 0.089 (E) 0.000 1"Ice 7.928 1.479 0.138 (2)WBX045T19X000 w/ B From Leg 4.000 0.000 75.000 No Ice 7.033 0.945 0.046 Mount Pipe 0.000 1/2"Ice 7.475 1.204 0.089 (E) 0.000 I"Ice 7.928 1.479 0.138 (2)WBX045TI9X000 w/ C From Leg 4.000 0.000 75.000 No Ice 7.033 0.945 0.046 Mount Pipe 0.000 1/2"Ice 7.475 1.204 0.089 • Job Page tnx ower 78875.008.01 -Progress, OR(BU#874140) 16 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft ° ft f12 ft: K fi ft (E) 0.000 1"Ice 7.928 1.479 0.138 (4)X7C-FRO-840-V w/ A From Leg 4.000 0.000 75.000 No Ice 16.512 11.193 0.090 Mount Pipe 0.000 1/2"Ice 17.235 12.721 0.208 (E) 0 000 1"Ice 17.967 14.273 0.337 (2)X7C-FRO-840-V w/ B From Leg 4.000 0.000 75.000 No Ice 16.512 11.193 0.090 Mount Pipe 0.000 1/2"Ice 17.235 12.721 0.208 (E) 0.000 1"Ice 17.967 14.273 0.337 (2)X7C-FRO-840-V w/ C From Leg 4.000 0.000 75.000 No Ice 16.512 11.193 0.090 0.000 1/2"Ice 17.235 12.721 0.208 Mount Pipe (E) 0.000 1"Ice 17.967 14.273 0.337 (2)RRUS 32 B2 A From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 (E) 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 RRUS 32 B2 B From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 (E) 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 RRUS 32 B2 C From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 (E) 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 (2)RRUS 11 B4/RRUS A2 A From Leg 4.000 0.000 75.000 No Ice 2.791 1.724 0.073 B4 0.000 1/2"Ice 2.998 1.895 0.098 (E) 1.000 I"Ice 3.213 2.074 0.126 RRUS 11 B4/RRUS A2 B4 B From Leg 4.000 0.000 75.000 No Ice 2.791 1.724 0.073 (E) 0.000 1/2"Ice 2.998 1.895 0.098 1.000 1"Ice 3.213 2.074 0.126 RRUS 11 B4/RRUS A2 B4 C From Leg 4.000 0.000 75.000 No Ice 2.791 1.724 0.073 (E) 0.000 1/2"Ice 2.998 1.895 0.098 1.000 I"Ice 3.213 2.074 0.126 (2)RRUS 32 B66 A From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 (E) 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 RRUS 32 B66 B From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 (E) 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 RRUS 32 B66 C From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 (E) 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 8'x2"Mount Pipe A From Leg 4.000 0.000 75.000 No Ice 0.000 1.900 0.030 (Dual Pipe/Photo) 0.000 1/2"Ice 0.000 2.728 0.044 0.000 1"Ice 0.000 3.401 0.064 Platform Mount[LP 701-1] C None 0.000 75.000 No Ice 59.150 59.150 2.750 (E) 1/2"Ice 71.120 71.120 3.424 1"Ice 83.090 83.090 4.099 14'x 2"horizontal mount pipe A From Leg 4.000 0.000 75.000 No Ice 1.167 1.167 0.042 (Handrail/Photo) 0.000 1/2"Ice 2.465 2.465 0.786 0.000 I"Ice 3.306 3.306 1.548 Miscellaneous[NA 510-1] C None 0.000 75.000 No Ice 6.000 6.000 0.256 1/2"Ice 8.500 8.500 0.340 (Handrail/Photo) 1"Ice 11.000 11.000 0.423 (2)95MPR11-C128F40-220 A From Leg 1.000 0.000 65.000 No Ice 0.900 0.453 0.012 (E) 0.000 1/2"Ice 1.020 0.545 0.019 0.000 1"Ice 1.148 0.648 0.028 Pipe Mount[PM 601-1] A From Leg 0.500 0.000 65.000 No Ice 3.000 0.900 0.065 (E) 0.000 1/2"Ice 3.740 1.120 0.079 0.000 1"Ice 4.480 1.340 0.093 *** A Job Page inx rl�+ower 78875.008.01 -Progress, OR (BU#874140) 17 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Nithin P Amin Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft2 ft2 K ft �� CXL 900-3LW _B From Leg 4.000 0.000 49.000 No Ice 0.145 0.145 0.002 (Hor.Off/Spect) 0.000 1/2"Ice 0.334 0.334 0.003 1.000 1"Ice 0.483 0.483 0.006 CAVITY FILTER B From Leg 4.000 0.000 49.000 No Ice 0.195 0.084 0.002 (P) 0.000 1/2"Ice 0.253 0.124 0.004 0.000 1"Ice 0.319 0.171 0.007 LNA B From Leg 4.000 0.000 49.000 No Ice 0.142 0.054 0.002 (P) 0.000 1/2"Ice 0.192 0.090 0.003 0.000 1"Ice 0.250 0.133 0.005 Side Arm Mount[SO 701-1] B From Leg 2.000 0.000 49.000 No Ice 0.850 1.670 0.065 (WWM04) 0.000 1/2"Ice 1.140 2.340 0.079 0.000 1"Ice 1.430 3.010 0.093 Side Arm Mount[SO 102-3] C None 0.000 49.000 No Ice 3.000 3.000 0.081 (Per Spect-UGLM) 1/2"Ice 3.480 3.480 0.111 l"Ice 3.960 3.960 0.141 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert t_ t t Radiowaves SP1-5.2 A ParaboloidFrom 1.000 10.000 65.000 1.000 No Ice 0.800 0.015 (E) w/Shroud(HP) Leg 0.000 1/2"Ice 0.921 0.020 0.000 1"Ice 1.043 0.024 *** Load Combinations Comb. Description No. _.e. 1 ...v_Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+l.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+l.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice Job Page tnxTower 78875.008.01 -Progress, OR(BU#874140) 18 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Comb. Description No. 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+I.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 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+I.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 de_-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft LI 116-Ill Pole Max Tension 2 0.000 -0.000 -0.000 Max.Compression 26 -1.729 -0.050 0.042 Max.Mx 8 -0.451 -3.129 -0.128 Max.My 14 -0.450 -0.139 -2.972 Max.Vy 20 -0.888 3.108 0.139 Max.Vx 2 -0.865 0.128 2.972 Max.Torque 6 -0.049 L2 111-106 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -2.491 0.048 0.368 Max.Mx 20 -0.676 8.463 0.347 Max.My 2 -0.661 0.251 8.691 Max.Vy 20 -1.221 8.463 0.347 Max.Vx 2 -1.297 0.251 8.691 Max.Torque 12 0.058 L3 106-101 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -3.133 0.152 0.576 Max.Mx 20 -0.841 15.310 0.485 Max.My 2 -0.824 0.376 15.921 t1Zx�'O1Ver Job Page 78875.008.01 -Progress, OR (BU#874140) 19 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX?(918)295-0265 Nithin P Amin Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft k f Max.Vy 20 -L516 15.310 0.485 Max.Vx 2 -1.592 0.376 15.921 Max.Torque 12 0.058 L4 101-100 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -3.264 0.174 0.620 Max.Mx 20 -0.875 16.859 0.512 Max.My 2 -0.858 0.401 17.547 Max.Vy 20 -1.577 16.859 0.512 Max.Vx 2 -1.653 0.401 17.547 Max.Torque 12 0.058 L5 100-95 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -13.263 0.296 1.213 Max.Mx 20 -3.839 44.737 0.708 Max.My 2 -3.788 0.529 46.252 Max.Vy 20 -6.492 44.737 0.708 Max.Vx 2 -6.657 0.529 46.252 Max.Torque 10 0.121 L6 95-90 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -14.024 0.437 1.736 Max.Mx 20 -4.126 77.997 0.886 Max.My 2 -4.075 0.660 80.345 Max.Vy 20 -6.812 77.997 0.886 Max.Vx 2 -6.979 0.660 80.345 Max.Torque 10 0.121 L7 90-85 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -14.806 0.583 2.279 Max.Mx 20 -4.439 112.870 1.066 Max.My 2 -4.388 0.792 116.057 Max.Vy 20 -7.139 112.870 1.066 Max.Vx 2 -7.306 0.792 116.057 Max.Torque 10 0.121 L8 85-80 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -16.738 0.735 2.870 Max.Mx 20 -5.220 151.668 1.251 Max.My 2 -5.168 0.925 155.709 Max.Vy 20 -7.926 151.668 1.251 Max.Vx 2 -8.096 0.925 155.709 Max.Torque 10 0.120 L9 80-75 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -18.895 1.366 3.209 Max.Mx 20 -5.854 192.970 1.364 Max.My 2 -5.802 1.125 197.667 Max.Vy 20 -8.998 192.970 1.364 Max.Vx 2 -9.143 1.125 197.667 Max.Torque 24 0.203 L 10 75-70 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -40.723 1.635 33.637 Max.Mx 20 -11.468 284.445 3.967 Max.My 2 -11.314 1.169 297.287 Max.Vy 20 -18.261 284.445 3.967 Max.Vx 2 -19.275 1.169 297.287 Max.Torque 20 -5.668 L11 70-67.5 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -41.398 1.782 34.097 Max.Mx 20 -11.746 330.253 3.999 Max.My 2 -11.601 1.190 345.608 Max.Vy 20 -18.398 330.253 3.999 Max.Vx 2 -19.411 1.190 345.608 Max.Torque 20 -5.662 L12 67.5-67.25 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -41.490 1.798 34.145 Job Page tnxTower' 78875.008.01 -Progress, OR(BU#874140) 20 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX::(918)295-0265 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K _ kip:-t kip ft Max.Mx 20 -11.818 334.853 4.000 Max.My 2 -11.676 1.193 350.460 Max.Vy 20 -18.402 334.853 4.000 Max.Vx 2 -19.419 1.193 350.460 Max.Torque 20 -5.660 L13 67.25-62.25 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -43.655 2.108 35.445 Max.Mx 20 -12.864 428.147 4.225 Max.My 2 -12.718 1.228 449.356 Max.Vy 8 18.896 -427.526 2.399 Max.Vx 14 20.054 -0.620 -442.413 Max.Torque 20 -5.822 L14 62.25-57.25 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -45.556 2.437 36.199 Max.Mx 20 -13.826 523.584 4.246 Max.My 2 -13.690 1.260 550.522 Max.Vy 8 19.275 -522.875 2.495 Max.Vx 14 20.433 -0.550 -543.591 Max.Torque 20 -5.821 L15 57.25-51.083 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -46.419 2.588 36.522 Max.Mx 20 -14.269 567.145 4.253 Max.My 2 -14.137 1.275 596.661 Max.Vy 8 19.443 -566.395 2.535 Max.Vx 14 20.602 -0.517 -589.736 Max.Torque 20 -5.818 L16 51.083-50 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -49.318 2.922 37.222 Max.Mx 20 -15.948 665.516 4.269 Max.My 2 -15.822 1.308 700.768 Max.Vy 8 19.888 -664.674 2.626 Max.Vx 14 21.049 -0.445 -693.857 Max.Torque 20 -5.815 L17 50-45 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -51.772 2.655 37.547 Max.Mx 20 -17.228 766.389 4.106 Max.My 2 -17.112 1.081 807.528 Max.Vy 8 20.438 -765.914 2.626 Max.Vx 14 21.611 -0.546 -800.898 Max.Torque 20 -5.814 L18 45-40 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -53.835 2.960 38.154 Max.Mx 20 -18.361 869.449 4.053 Max.My 2 -18.257 1.061 916.378 Max.Vy 8 20.788 -868.877 2.757 Max.Vx 14 21.960 -0.416 -909.767 Max.Torque 20 -5.677 L19 40-35 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -55.910 3.267 38.708 Max.Mx 20 -19.520 974.227 3.992 Max.My 2 -19.430 1.043 1026.931 Max.Vy 8 21.126 -973.555 2.882 Max.Vx 14 22.295 -0.285 -1020.341 Max.Torque 20 -5.674 L20 35-32.25 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -57.071 3.438 38.994 Max.Mx 20 -20.164 1032.568 3.957 Max.My 2 -20.081 1.033 1088.440 Max.Vy 8 21.312 -1031.840 2.948 Max.Vx 14 22.479 -0.211 -1081.862 Max.Torque 20 -5.671 r w taC 'OIWet' Job Page 78875.008.01 -Progress, OR (BU#874140) 21 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02124!18 Tulsa,OK 74119 Client Phone:(918)587-4630 Crown Castle Designed by FAX:(918)295-0265 Nlthln P Amin Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft L21 32.25-32 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -57.185 3.454 39.024 Max.Mx 20 -20.247 1037.896 3.952 Max.My 2 -20.166 1.033 1094.057 Max.Vy 8 21.316 1037.164 2.953 Max.Vx 14 22.488 -0.205 -1087.480 Max.Torque 20 -5.669 L22 32-27 PoleMax Tension 1 0.000 0.000 0.000 Max.Compression 26 -59.468 3.764 39.504 Max.Mx 20 -21.585 1145.367 Max.My 2 -21.515 1.016 1207.270 Max.Vy 8 21.666 -1144.529 3.072 Max.Vx 14 22.830 -0.070 -1200.719 Max.Torque 20 -5.669 L23 27-22 Pole Max Tension I 0.000 0.000 0.000 Max.Compression 26 -61.755 4.074 39.946 Max.Mx 20 -22.954 1254.504 3.812 Max My 2 -22.897 1.002 1322.130 Max.Vy 821.991 1253.559 3.186 Max.Vx 14 23.1510 .066 -1315.606 Max.Torque 20 -5.667 L24 22-17 Pole Max Tension 10.000 0.0000.000 Max.Compression 26 -64.040 4.382 40.342 Max.Mx 20 -24.346 1365.212 3.734 Max.My 2 -24.301 0.988 1438.534 Max.Vy 8 22.295 -1364.155 3.296 Max.Vx 14 23.451 0.205 -1432.040 Max.Torque 20 -5.665 L25 17-12 PoleMax Tension I 0.0000.000 0.000 Max.Compression 26 -66.317 4.684 40.692 Max.Mx 20 -25.759 1477.380 3.653 Max.My 2 -25.726 0.976 1556.369 Max.Vy 8 22.576 -1476.208 3.401 Max.Vx 14 23.726 0.345 1549.908 Max.Torque 20 -5.664 L26 12-7 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 68.571 4.978 40.991 Max.Mx 20 -27.194 1590.937 3.566 Max.My 2 -27.175 0.965 1675.560 Max.Vy 8 22.853 1589.648 3.502 Max.Vx 14 23.996 0.486 -1669.134 Max.Torque 20 -5.663 L27 7-2 Pole Max Tension I0.000 0.000 0.000 Max.Compression 26 -70.769 5.252 41.220 Max.Mx 20 28.650 1705.865 3.476 Max.My 2 -28.644 0.956 1796.084 Max.Vy 8 23.126 -1704.455 3.599 Max.Vx 14 24.262 0.629 -1789.695 Max.Torque 20 -5.662 L28 2-0 PoleMax Tension 1 0.000 0.000 0.000 Max.Compression 26 -71.600 5.347 41.288 Max.Mx 20 -29.240 1752.218 3.438 Max.My 2 -29.2390.953 1844.664 Max.Vy 8 23.235 1750.760 3.637 Max.Vx 14 24.368 0.687 -1838.290 Max.Torque 20 -5.662 • , Job Page trtxTower 78875.008.01 -Progress, OR(BU#874140) 22 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX(918)295-0265 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K Comb. Pole Max.Vert 26 71.600 0.000 0.000 Max.Hx 21 21.940 23.218 -0.018 Max.Hz 2 29.253 -0.014 24.342 Max.M, 2 1844.664 -0.014 24.342 Max.Mz 8 1750.760 -23.219 0.020 Max.Torsion 8 5.655 -23.219 0.020 Min.Vert 7 21.940 -20.437 12.381 Min.Hx 9 21.940 -23.219 0.020 Min.Hz 14 29.253 0.016 -24.351 Min.Mx 14 -1838.290 0.016 -24.351 Min.Mz 20 -1752.218 23.218 -0.018 Min.Torsion 20 -5.662 23.218 -0.018 Tower Mast Reaction Summary Load Vertical Shearr Shear Overturning Overturning Torque Combination Moment,M. Moment,M K K K kip-ft kip ft kip-ft Dead Only - 24.378 0.000 -0.000 -2.860 0.631 0.000 1.2 Dead+1.6 Wind 0 deg-No 29.253 0.014 -24.342 -1844.664 0.953 0.033 Ice 0.9 Dead+1.6 Wind 0 deg-No 21.940 0.014 -24.342 -1825.840 0.740 0.032 Ice 1.2 Dead+1.6 Wind 30 deg-No 29.253 12.404 -22.451 -1669.815 -915.884 -2.846 Ice 0.9 Dead+1.6 Wind 30 deg-No 21.940 12.404 -22.451 -1652.813 -907.221 -2.815 Ice 1.2 Dead+1.6 Wind 60 deg-No 29.253 20.437 -12.381 -942.711 -1546.894 -4.860 Ice 0.9 Dead+1.6 Wind 60 deg-No 21.940 20.437 -12.381 -932.649 -1531.963 -4.805 Ice 1.2 Dead+1.6 Wind 90 deg-No 29.253 23.219 -0.020 -3.636 -1750.760 -5.655 Ice 0.9 Dead+1.6 Wind 90 deg-No 21.940 23.219 -0.020 -2.738 -1733.873 -5.592 Ice 1.2 Dead+1.6 Wind 120 deg- 29.253 20.919 12.646 936.181 -1546.790 -4.918 No Ice 0.9 Dead+1.6 Wind 120 deg- 21.940 20.919 12.646 928.009 -1532.017 -4.862 No Ice 1.2 Dead+1.6 Wind 150 deg- 29.253 11.590 21.086 1592.008 -874.481 -2.861 No Ice 0.9 Dead+1.6 Wind 150 deg- 21.940 11.590 21.086 1577.395 -866.136 -2.828 No Ice 1.2 Dead+1.6 Wind 180 deg- 29.253 -0.016 24.351 1838.290 0.687 -0.039 No Ice 0.9 Dead+1.6 Wind 180 deg- 21.940 -0.016 24.351 1821.296 0.504 -0.037 No Ice 1.2 Dead+1.6 Wind 210 deg- 29.253 -12.407 22.460 1663.471 917.562 2.868 No Ice 0.9 Dead+1.6 Wind 210 deg- 21.940 -12.407 22.460 1648.294 908.511 2.837 No Ice 1.2 Dead+1.6 Wind 240 deg- 29.253 -20.438 12.389 936.291 1548.473 4.889 No Ice 0.9 Dead+1.6 Wind 240 deg- 21.940 -20.438 12.389 928.048 1533.153 4.833 Job 6 ,�.[ Q Page 78875.008.01 -Progress, OR(BU#874140) 23 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Phone:(918)587-4630 Designed by FAX. 918 295-0265 Crown Castle Nithin P Amin Load Vertical Shear Shea: Overturning Overturning Torque Combination Moment,M, Moment,M __.__ K K K P ft kip-ft kip-ft _ No Iee 1.2 Dead+1.6 Wind 270 deg- 29.253 -23.218 0.018 -3.438 1752.218 5.662 No Ice 0.9 Dead+1.6 Wind 270 deg- 21.940 -23.218 0.018 -2.514 1734.938 5.598 No Ice 1.2 Dead+1.6 Wind 300 deg- 29.253 -20.922 -12.642 -942.834 1548.522 4.904 No Ice 0.9 Dead+1.6 Wind 300 deg- 21.940 -20.922 -12.642 -932.842 1533.347 4.848 No Ice 1.2 Dead+1.6 Wind 330 deg- 29.253 -11.589 -21.078 -1598.443 876.012 2.833 No Ice 0.9 Dead+1.6 Wind 330 deg- 21.940 -11.589 -21.078 -1582.004 867.267 2.800 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 71.600 -0.000 -0.000 -41.288 5.347 0.010 1.2 Dead+1.0 Wind 0 deg+1.0 71.600 0.003 -2.541 -253.775 5.303 0.036 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 71.600 1.416 -2.516 -244.495 -108.593 -0.451 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 71.600 2.373 -1.411 -157.695 -190.218 -0.792 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 71.600 2.522 -0.003 -41.390 -206.616 -0.914 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 71.600 2.295 1.363 68.444 -178.750 -0.797 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 71.600 1.262 2.256 145.427 -98.954 -0.469 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 71.600 -0.003 2.542 171.242 5.408 -0.017 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 71.600 -1.416 2.517 161.965 119.312 0.470 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 71.600 -2.373 1.411 75.152 200.926 0.812 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 71.600 -2.522 0.003 -41.231 217.306 0.933 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 71.600 -2.295 -1.362 -151.014 189.467 0.816 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 71.600 -1.262 -2.255 -227.968 109.649 0.489 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 24.378 0.003 -5.666 -429.312 0.678 0.008 Dead+Wind 30 deg-Service 24.378 2.887 -5.226 -388.859 -211.682 -0.652 Dead+Wind 60 deg-Service 24.378 4.757 -2.882 -220.413 -357.786 -1.138 Dead+Wind 90 deg-Service 24.378 5.405 -0.005 -2.931 -404.962 -1.320 Dead+Wind 120 deg-Service 24.378 4.869 2.944 214.725 -357.767 -1.146 Dead+Wind 150 deg-Service 24.378 2.698 4.908 366.615 -202.067 -0.665 Dead+Wind 180 deg-Service 24.378 -0.004 5.668 423.669 0.619 -0.008 Dead+Wind 210 deg-Service 24.378 -2.888 5.228 383.220 212.994 0.654 Dead+Wind 240 deg-Service 24.378 -4.757 2.884 214.752 359.074 1.139 Dead+Wind 270 deg-Service 24.378 -5.404 0.004 -2.883 406.218 1.320 Dead+Wind 300 deg-Service 24.378 -4.870 -2.943 -220.440 359.082 1.147 Dead+Wind 330 deg-Service 24.378 -2.698 -4.906 -372.276 203.334 0.664 Solution Summary Sum of Applied Forces Sumo Reactions Load PX PY PZ PX PY PZ %Error Comb. __K _ K K K K K 1 _ -0.000 -24.378 0.000 0.000 24.378 0.000 0.000% 2 0.014 -29.253 -24.342 -0.014 29.253 24.342 0.000% Job Page tnxT©wer 78875.008.01 -Progress, OR(BU#874140) 24 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX. (918)295-0265 Sum of Applied Forces Sum of Reactions o Load PX PY PZ PX PY PZ %Error Comb. K K K K - K K 3 0.014 m21.940 -24.342 -0.014 21.940 24.342 0.000%- 4 12.404 -29.253 -22.451 -12.404 29.253 22.451 0.000% 5 12.404 -21.940 -22.451 -12.404 21.940 22.451 0.000% 6 20.437 -29.253 -12.381 -20.437 29.253 12.381 0.000% 7 20.437 -21.940 -12.381 -20.437 21.940 12.381 0.000% 8 23.219 -29.253 -0.020 -23.219 29.253 0.020 0.000% 9 23.219 -21.940 -0.020 -23.219 21.940 0.020 0.000% 10 20.919 -29.253 12.646 -20.919 29.253 -12.646 0.000% 11 20.919 -21.940 12.646 -20.919 21.940 -12.646 0.000% 12 11.590 -29.253 21.086 -11.590 29.253 -21.086 0.000% 13 11.590 -21.940 21.086 -11.590 21.940 -21.086 0.000% 14 -0.016 -29.253 24.351 0.016 29.253 -24.351 0.000% 15 -0.016 -21.940 24.351 0.016 21.940 -24.351 0.000% 16 -12.407 -29.253 22.460 12.407 29.253 -22.460 0.000% 17 -12.407 -21.940 22.460 12.407 21.940 -22.460 0.000% 18 -20.438 -29.253 12.389 20.438 29.253 -12.389 0.000% 19 -20.438 -21.940 12.389 20.438 21.940 -12.389 0.000% 20 -23.218 -29.253 0.018 23.218 29.253 -0.018 0.000% 21 -23.218 -21.940 0.018 23.218 21.940 -0.018 0.000% 22 -20.922 -29.253 -12.642 20.922 29.253 12.642 0.000% 23 -20.922 -21.940 -12.642 20.922 21.940 12.642 0.000% 24 -11.589 -29.253 -21.078 11.589 29.253 21.078 0.000% 25 -11.589 -21.940 -21.078 11.589 21.940 21.078 0.000% 26 0.000 -71.600 0.000 0.000 71.600 0.000 0.000% 27 0.003 -71.600 -2.541 -0.003 71.600 2.541 0.000% 28 1.416 -71.600 -2.516 -1.416 71.600 2.516 0.000% 29 2.373 -71.600 -1.410 -2.373 71.600 1.411 0.000% 30 2.522 -71.600 -0.003 -2.522 71.600 0.003 0.000% 31 2.295 -71.600 1.363 -2.295 71.600 -1.363 0.000% 32 1.262 -71.600 2.256 -1.262 71.600 -2.256 0.000% 33 -0.003 -71.600 2.542 0.003 71.600 -2.542 0.000% 34 -1.416 -71.600 2.517 1.416 71.600 -2.517 0.000% 35 -2.373 -71.600 1.411 2.373 71.600 -1.411 0.000% 36 -2.522 -71.600 0.003 2.522 71.600 -0.003 0.000% 37 -2.295 -71.600 -1.362 2.295 71.600 1.362 0.000% 38 -1.262 -71.600 -2.255 1.262 71.600 2.255 0.000% 39 0.003 -24.378 -5.666 -0.003 24.378 5.666 0.000% 40 2.887 -24.378 -5.226 -2.887 24.378 5.226 0.000% 41 4.757 -24.378 -2.882 -4.757 24.378 2.882 0.000% 42 5.405 -24.378 -0.005 -5.405 24.378 0.005 0.000% 43 4.869 -24.378 2.944 -4.869 24.378 -2.944 0.000% 44 2.698 -24.378 4.908 -2.698 24.378 -4.908 0.000% 45 -0.004 -24.378 5.668 0.004 24.378 -5.668 0.000% 46 -2.888 -24.378 5.228 2.888 24.378 -5.228 0.000% 47 -4.757 -24.378 2.884 4.757 24.378 -2.884 0.000% 48 -5.404 -24.378 0.004 5.404 24.378 -0.004 0.000% 49 -4.870 -24.378 -2.943 4.870 24.378 2.943 0.000% 50 -2.698 -24.378 -4.906 2.698 24.378 • 4.906 • • 0.•000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00099347 3 Yes 4 0.00000001 0.00048274 • tnxTower Job Page 78875.008.01 - Progress, OR (BU#874140) 25 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX.-(918)295-0265 Nlthln P Amin 4 Yes 6 0.00000001 0.00021140 5 Yes 6 0.00000001 0.00006107 6 Yes 6 0.00000001 0.00026523 7 Yes 6 0.00000001 0.00008030 8 Yes 6 0.00000001 0.00006891 9 Yes 5 0.00000001 0.00065934 10 Yes 6 0.00000001 0.00019676 11 Yes 6 0.00000001 0.00005792 12 Yes 6 0.00000001 0.00023994 13 Yes 6 0.00000001 0.00007269 14 Yes 4 0.00000001 0.00085306 15 Yes 4 0.00000001 0.00038459 16 Yes 6 0.00000001 0.00025167 17 Yes 6 0.00000001 0.00007493 18 Yes 6 0.00000001 0.00020039 19 Yes 6 0.00000001 0.00005859 20 Yes 6 0.00000001 0.00006939 21 Yes 5 0.00000001 0.00066380 22 Yes 6 0.00000001 0.00026065 23 Yes 6 0.00000001 0.00007925 24 Yes 6 0.00000001 0.00020264 25 Yes 6 0.00000001 0.00005962 26 Yes 5 0.00000001 0.00068686 27 Yes 6 0.00000001 0.00039822 28 Yes 6 0.00000001 0.00043431 29 Yes 6 0.00000001 0.00041791 30 Yes 6 0.00000001 0.00032094 31 Yes 6 0.00000001 0.00025078 32 Yes 6 0.00000001 0.00021156 33 Yes 6 0.00000001 0.00018985 34 Yes 6 0.00000001 0.00025233 35 Yes 6 0.00000001 0.00029092 36 Yes 6 0.00000001 0.00033913 37 Yes 6 0.00000001 0.00040595 38 Yes 6 0.00000001 0.00041631 39 Yes 4 0.00000001 0.00020253 40 Yes 5 0.00000001 0.00008418 41 Yes 5 0.00000001 0.00014855 42 Yes 5 0.00000001 0.00009369 43 Yes 5 0.00000001 0.00008682 44 Yes 5 0.00000001 0.00011414 45 Yes 4 0.00000001 0.00019652 46 Yes 5 0.00000001 0.00012513 47 Yes 5 0.00000001 0.00008921 48 Yes 5 0.00000001 0.00009412 49 Yes 5 0.00000001 0.00014523 50 Yes 5 0.00000001 0.00007771 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load f in Comb. ° Ll 116-111 22.720 40 1.695 0.014 L2 111-10620.946 40 1.692 0.014 L3 106-101 19.181 40 1.679 0.014 L4 101-100 17.433 40 1.657 0.014 L5 100-95 17.087 40 1.652 0.014 L6 95-90 15.373 40 1.617 0.014 L7 90-85 13.713 40 1.551 0.014 • Job Page tnxTower 78875.008.01 -Progress, OR(BU#874140) 26 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX::(918)295-0265 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load _ __..._ _fi _in Comb. ° ° L8 _ 85-80 _ 12.133 40 1.464 0.014 L9 80-75 10.653 40 1.362 0.014 L 10 75-70 9.285 40 1.248 0.014 Ll l 70-67.5 8.050 40 1.106 0.010 L12 67.5-67.25 7.492 40 1.025 0.008 L13 67.25-62.25 7.438 40 1.022 0.008 L 14 62.25-57.25 6.401 40 0.958 0.007 L15 57.25-51.083 5.434 40 0.887 0.006 L16 55-50 5.024 40 0.852 0.005 L 17 50-45 4.153 40 0.805 0.005 L18 45-40 3.352 40 0.724 0.004 L19 40-35 2.638 40 0.639 0.003 L20 35-32.25 2.015 40 0.551 0.003 L21 32.25-32 1.711 40 0.503 0.002 L22 32-27 1.685 40 0.499 0.002 L23 27-22 1.202 40 0.423 0.002 L24 22-17 0.800 40 0.346 0.002 L25 17-12 0.478 40 0.268 0.001 L26 12-7 0.238 40 0.190 0.001 L27 7-2 0.081 40 0.111 0.000 L28 2-0 0.007 40 0.031 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° 119.000 -Lightning Rod 5/8"x 6' 40 22.720 1.695 0.014 36048 114.000 HB-X-ID-19-65-00T 40 22.010 1.695 0.014 36048 110.000 Pipe Mount[PM 601-11 40 20.592 1.691 0.014 29184 97.000 (2)TMBXX-6516-R2M w/Mount 40 16.054 1.633 0.014 7226 Pipe 85.000 6'x 2"Mount Pipe 40 12.133 1.464 0.014 3031 76.000 TME-RCMDC-3315-PF-48 40 9.549 1.271 0.014 2368 75.000 (4)WBX045T19X000 w/Mount 40 9.285 1.248 0.014 2279 Pipe 65.000 Radiowaves SPI-5.2 40 6.963 0.995 0.008 3772 49.000 CXL 900-3LW 40 3.986 0.792 0.005 3979 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° _.___ L I 116-111 97.124 4 7.257 0.060 L2 111-106 89.562 4 7.244 0.060 L3 106-101 82.034 4 7.191 0.060 L4 101-100 74.583 4 7.096 0.060 L5 100-95 73.106 4 7.073 0.060 L6 95-90 65.796 4 6.924 0.060 L7 90-85 58.713 4 6.640 0.059 L8 85-80 51.973 4 6.267 0.059 Job Page t •f+ower L 78875.008.01 -Progress, OR (BU#874140) 27 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02124/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX. (918)295-0266 Nlthln P Amin Section Elevation Horz. Gov. Tilt Twist No. Deflection Load �t_._ ...� in Comb. ° ° L9 80-75 45.655 4 5.827 0.059 L 10 75-70 39.823 4 5.336 0.058 L11 70-67.5 34.546 4 4.740 0.042 L12 67.5-67.25 32.158 4 4.394 0.034 L13 67.25-62.25 31.928 4 4.382 0.034 L14 62.25-57.25 27.485 4 4.113 0.029 L15 57.25-51.083 23.341 4 3.807 0.025 L16 55-50 21.584 4 3.661 0.023 L17 50-45 17.844 4 3.459 0.021 L18 45-40 14.407 4 3.110 0.018 L19 40-35 11.342 4 2.748 0.015 L20 35-32.25 8.664 4 2.370 0.012 L21 32.25-32 7.359 4 2.161 0.01 I L22 32-27 7.247 4 2.145 0.011 L23 27-22 5.171 4 1.821 0.009 L24 22-17 3.439 4 1.488 0.007 L25 17-12 2.057 4 1.153 0.005 L26 12-7 1.025 4 0.818 0.003 L27 7-2 0.348 4 0.476 0.002 L28 2-0 0.028 4 0.135 0.001 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft 119.000 Lightning Rod5/8"x 6' 4 97.124 7.257 0.063 8660 114.000 HB-X-ID-19-65-00T 4 94.097 7.255 0.063 8660 110.000 Pipe Mount[PM 601-1] 4 88.0537.238 0.063 7049 97.000 (2)TMBXX-6516-R2M w/Mount 4 68.700 6.995 0.062 1745 Pipe 85.000 6'x 2"Mount Pipe 4 51.973 6.2670.060 722 76.000 TME-RCMDC-3315-PF-48 4 40.948 5.435 0.060 566 75.000 (4)WBX045TI9X000 w/Mount 4 39.823 5.336 0.059 546 Pipe 65.000 Radiowaves SP1-5.2 4 29.8954.270 0.032 900 49.000 CXL 900-3LW 4 17.129 3.403 0.020 937 Compression Checks Pole Design Data Section Elevation Size L L„ Kl/r A Pv 443" Ratio No. Pu il ft f in2 K K 41P„ LI 116-111(1) TP 12.16x11.26x0.188 5.000 0.000 0.0 7.228 -0.447 532.805 0.001 L2 III-106(2) TP13.06x12.16x0.188 5.000 0.000 0.0 7.772 -0.662 572.857 0.001 L3 106-101(3) TPI3.96x13.06x0.188 5.000 0.000 0.0 8.315 -0.810 612.910 0.001 L4 101 -100(4) TP14.14x13.96x0.188 1.000 0.000 0.0 8.424 -0.842 620.920 0.001 L5 100-95(5) TP15.039x14.14x0.219 5.000 0.000 0.0 10.439 -3.757 769.485 0.005 • • Job Page tnx�"ower 78875.008.01 -Progress, OR(BU#874140) 28 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin FAX:(918)295-0265 Section Elevation Size L L„ Kl/r A P„ 4iP„ Ratio No. P„ ft ft ft int K _K ___ .__sP„_.._ L6 95-90(6) TP15.939x15.039x0.219 5.000 0.000 0.0 _ 11.073 _W -4.039 816.185 0.005 L7 90-85(7) TPI6.838x15.939x0.219 5.000 0.000 0.0 11.707 -4.350 862.886 0.005 L8 85-80(8) TP17.738x16.838x0.219 5.000 0.000 0.0 12.340 -5.128 909.587 0.006 L9 80-75(9) TP18.637x17.738x0.219 5.000 0.000 0.0 12.974 -5.759 956.288 0.006 L10 75-70(10) TP19.537x18.637x0.219 5.000 0.000 0.0 13.607 -11.272 998.488 0.011 L11 70-67.5(11) TP19.987x19.537x0.219 2.500 0.000 0.0 13.924 -11.554 1014.200 0.011 L12 67.5-67.25 TP20.032x19.987x0.694 0.250 0.000 0.0 43.198 -11.628 3184.150 0.004 (12) L13 67.25-62.25 TP20.931x20.032x0.669 5.000 0.000 0.0 43.632 -12.660 3216.150 0.004 (13) L14 62.25-57.25 TP21.831x20.931x0.644 5.000 0.000 0.0 43.918 -13.629 3237.170 0.004 (14) L15 57.25-51.083 TP22.94x21.831x0.631 6.167 0.000 0.0 43.913 -14.076 3236.830 0.004 (15) L16 51.083-50 TP22.698x21.798x0.694 5.000 0.000 0.0 49.155 -15.758 3623.200 0.004 (16) L17 50-45(17) TP23.598x22.698x0.669 5.000 0.000 0.0 49.376 -17.048 3639.490 0.005 L18 45-40(18) TP24.498x23.598x0.656 5.000 0.000 0.0 50.382 -18.196 3713.620 0.005 L19 40-35(19) TP25.399x24.498x0.631 5.000 0.000 0.0 50.343 -19.372 3710.770 0.005 L20 35-32.25(20) TP25.894x25.399x0.631 2.750 0.000 0.0 51.349 -20.026 3784.950 0.005 L21 32.25-32(21) TP25.939x25.894x0.756 0.250 0.000 0.0 61.322 -20.112 4520.080 0.004 L22 32-27(22) TP26.839x25.939x0.744 5.000 0.000 0.0 62.495 -21.465 4606.490 0.005 L23 27-22(23) TP27.739x26.839x0.719 5.000 0.000 0.0 62.535 -22.853 4609.480 0.005 L24 22-17(24) TP28.639x27.739x0.706 5.000 0.000 0.0 63.523 -24.264 4682.300 0.005 L25 17-12(25) TP29.54x28.639x0.694 5.000 0.000 0.0 64.438 -25.699 4749.720 0.005 L26 12-7(26) TP30.44x29.54x0.669 5.000 0.000 0.0 64.108 -27.157 4725.410 0.006 L27 7-2(27) TP3134x30.44x0.656 5.000 0.000 0.0 64.838 -28.638 4779.240 0.006 L28 2-0(28) TP31.7x31.34x0.656 2.000 0.000 0.0 65.599 -29.238 4835.330 0.006 Pole Bending Design Data Section Elevation Size M, (OM Ratio M,e d1M,3, Ratio No. M M.3, ft kip ft kip ft epM kip ft kip-ft 01,., LI 116-111(1) TP12.16x11.26x0.188 3.207 128.968 0.025 0.000 128.968 0.000 L2 111-106(2) TP13.06x12.16x0.188 8.855 149.247 0.059 0.000 149.247 0.000 L3 106-101(3) TP13.96x13.06x0.188 16.145 171.006 0.094 0.000 171.006 0.000 L4 101-100(4) TP14.14x13.96x0.188 17.854 175.536 0.102 0.000 175.536 0.000 L5 100-95(5) TP15.039x14.14x0219 47.033 230.771 0.204 0.000 230.771 0.000 L6 95-90(6) TP15.939x15.039x0.219 81.844 259.849 0.315 0.000 259.849 0.000 L7 90-85(7) TP16.838x15.939x0.219 118.465 290.652 0.408 0.000 290.652 0.000 L8 85-80(8) TP17.738x16.838x0.219 159.189 323.179 0.493 0.000 323.179 0.000 L9 80-75(9) TP18.637x17.738x0.219 202.332 357.433 0.566 0.000 357.433 0.000 L10 75-70(10) TP19.537x18.637x0.219 301.996 391.645 0.771 0.000 391.645 0.000 L11 70-67.5(11) TP19.987x19.537x0.219 350.679 407.174 0.861 0.000 407.174 0.000 L12 67.5-67.25 TP20.032x19.987x0.694 355.579 1220.592 0.291 0.000 1220.592 0.000 (12) L13 67.25-62.25 TP20.931x20.032x0.669 455.847 1295.383 0.352 0.000 1295.383 0.000 (13) L14 62.25-57.25 TP21.831x20.931x0.644 559.011 1366.808 0.409 0.000 1366.808 0.000 (14) L15 57.25-51.083 TP22.94x21.831x0.631 606.175 1395.158 0.434 0.000 1395.158 0.000 (15) L16 51.083-50 TP22.698x21.798x0.694 712.856 1587.058 0.449 0.000 1587.058 0.000 (16) L17 50-45(17) TP23.598x22.698x0.669 822.742 1665.042 0.494 0.000 1665.042 0.000 tnxTower Job Page 78875.008.01 -Progress, OR (BU#874140) 29 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Nithin P Amin Section Elevation Size M No. OM„„ Ratio .y (pm, Ratio M, MY ___f kip ft kip ft �M ._� kip-ft ft M ._ L18 45-40(18)~ TP24.498x23.598x0.656 -935.000 1769.400 0.528 0.000 ---176914-00 1769.400 0.000 L19 40-35(19) TP25.399x24.498x0.631 1049.358 1840.300 0.570 0.000 1840.300 0.000 L20 35-32.25(20) TP25.894x25.399x0.631 1113.133 1915.542 0.581 0.000 1915.542 0.000 L21 32.25-32(21) TP25.939x25.894x0.756 1118.967 2269.183 0.493 0.000 2269.183 0.000 L22 32-27(22) TP26.839x25.939x0.744 1236.633 2399.942 0.515 0.000 2399.942 0.000 L23 27-22(23) TP27.739x26.839x0.719 1356.350 2491.250 0.544 0.000 2491.250 0.000 L24 22-17(24) TP28.639x27.739x0.706 1478.000 2619.450 0.564 0.000 2619.450 0.000 L25 17-12(25) TP29.54x28.639x0.694 1601.442 2747.283 0.583 0.000 2747.283 0.000 L26 12-7(26) TP30.44x29.54x0.669 1726.575 2825.267 0.611 0.000 2825.267 0.000 L27 7-2(27) TP31.34x30.44x0.656 1853.342 2948.158 0.629 0.000 2948.158 0.000 L28 2-0(28) TP31.7x31.34x0.656 1904.500 3018.492 0.631 0.000 3018.492 0.000 Pole Shear Design Data Section Elevation Size Actual OV Ratio Actual $T Ratio No. V. V T T ft K K 0Vn kiPf kip ft OT LI 116-111(1) TP12.16x11.26x0.188 0.902 266.403 0.003 0.001 261.505 0.000 L2 111-106(2) TP13.06x12.16x0.188 1.297 286.429 0.005 0.040 302.625 0.000 L3 106-101(3) TP13.96x13.06x0.188 1.673 306.455 0.005 0.020 346.747 0.000 L4 101-100(4) TP14.14x13.96x0.188 1.744 310.460 0.006 0.020 355.932 0.000 L5 100-95(5) TP 15.039x14.14x0.219 6.782 384.742 0.018 0.004 467.932 0.000 L6 95-90(6) TP15.939x15.039x0.219 7.145 408.093 0.018 0.004 526.893 0.000 L7 90-85(7) TP16.838x15.939x0.219 7.507 431.443 0.017 0.003 589.351 0.000 L8 85-80(8) TPI7.738x16.838x0.219 8.327 454.793 0.018 0.003 655.307 0.000 L9 80-75(9) TP 18.637x 17.738x0.219 9.425 478.144 0.020 0.136 724.762 0.000 LI0 75-70(10) TP19.537x18.637x0.219 19.377 499.244 0.039 2.989 794.134 0.004 L11 70-67.5(11) TP 19.987x 19.537x0.219 19.607 507.101 0.039 3.007 825.622 0.004 L12 67.5-67.25 TP20.032x19.987x0.694 19.621 1592.080 0.012 3.009 2474.975 0.001 (12) L13 67.25-62.25 TP20.931x20.032x0.669 20.416 1608.070 0.013 3.131 2626.633 0.001 (13) L14 62.25-57.25 TP21.831x20.931x0.644 20.873 1618.580 0.013 3.129 2771.458 0.001 (14) L15 57.25-51.083 TP22.94x21.831x0.631 21.076 1618.410 0.013 3.128 2828.942 0.001 (15) L16 51.083-50 TP22.698x21.798x0.694 21.605 1811.600 0.012 3.127 3218.067 0.001 (1 6) L17 50-45(17) TP23.598x22.698x0.669 22.253 1819.740 0.012 2.855 3376.183 0.001 L18 45-40(18) TP24.498x23.598x0.656 22.682 1856.810 0.012 2.853 3587.792 0.001 L19 40-35(19) TP25.399x24.498x0.631 23.097 1855.380 0.012 2.851 3731.550 0.001 L20 35-32.25(20) TP25.894x25.399x0.631 23.326 1892.470 0.012 2.851 3884.125 0.001 L21 32.25-32(21) TP25.939x25.894x0.756 23.332 2260.040 0.010 2.850 4601.200 0.001 L22 32-27(22) TP26.839x25.939x0.744 23.761 2303.240 0.010 2.849 4866.325 0.001 L23 27-22(23) TP27.739x26.839x0.719 24.162 2304.740 0.010 2.848 5051.475 0.001 L24 22-17(24) TP28.639x27.739x0.706 24.537 2341.150 0.010 2.847 5311.417 0.001 L25 17-12(25) TP29.54x28.639x0.694 24.880 2374.860 0.010 2.847 5570.633 0.001 L26 12-7(26) TP30.44x29.54x0.669 25.214 2362.700 0.011 2.846 5728.758 0.000 L27 7-2(27) TP31.34x30.44x0.656 25.538 2389.620 0.011 2.846 5977.941 0.000 L28 2-0(28) TP31.7x31.34x0.656 25.667 2417.660 0.011 2.846 6120.558 0.000 • , Job Page tnxTower 78875.008.01 -Progress, OR (BU#874140) 30 of 31 Project Date B+T Group 16:43:18 02/24/18 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Nithin P Amin F . (918)295-0265 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M My V T Stress Stress ft +P„ rbM 01,,,,, 4)V 4)T Ratio Ratio L 1 116-111(1) 0.001 0.025 0.000 0.003 0.000 002 1.000 4.8.2 V L2 111-106(2) 0.001 0.059 0.000 0.005 0.000 0.061 1.000 482 ✓ V L3 106-101(3) 0.001 0.094 0.000 0.005 0.000 0.-'96 1.000 4.8.2 V L4 101-100(4) 0.001 0.102 0.000 0.006 0.000 0. 003 1.000 482 V L5 100-95(5) 0.005 0.204 0.000 0.018 0.000 0. 009 1.000 4.8.2 V L6 95-90(6) 0.005 0.315 0.000 0.018 0.000 0.320 1.000 482 V V L7 90-85(7) 0.005 0.408 0.000 0.017 0.000 0.413 1.000 482 V V L8 85-80(8) 0.006 0.493 0.000 0.018 0.000 0.499 1.000 482 V V L9 80-75(9) 0.006 0.566 0.000 0.020 0.000 0.572� 1.000 4.8.2 V L10 75-70(10) 0.011 0.771 0.000 0.039 0.004 0.784 1.000 482 V V L11 70-67.5(11) 0.011 0.861 0.000 0.039 0.004 0.874 1.000 482 V V L12 67.5-67.25 0.004 0.291 0.000 0.012 0.001 0.295 1.000 482 V (12) V L13 67.25-62.25 0.004 0.352 0.000 0.013 0.001 0.356 1.000 482 V (13) V L14 62.25-57.25 0.004 0.409 0.000 0.013 0.001 0.413 1.000 482 V (14) L15 57.25-51.083 0.004 0.434 0.000 0.013 0.001 0.439 1.000 482 V (15) V L16 51.083-50 0.004 0.449 0.000 0.012 0.001 0.454 1.000 482 V (16) V L17 50-45(17) 0.005 0.494 0.000 0.012 0.001 0.499 1.000 482 V V L18 45-40(18) 0.005 0.528 0.000 0.012 0.001 0.533 1.000 482 V V L19 40-35(19) 0.005 0.570 0.000 0.012 0.001 0�5/76 1.000 482 V L20 35-32.25(20) 0.005 0.581 0.000 0.012 0.001 0.587 1.000 4.8.2 V L21 32.25-32(21) 0.004 0.493 0.000 0.010 0.001 0.498 1.000 482 V V L22 32-27(22) 0.005 0.515 0.000 0.010 0.001 0.520� 1.000 4.82 ✓ L23 27-22(23) 0.005 0.544 0.000 0.010 0.001 0.550 1.000 482 V V L24 22-17(24) 0.005 0.564 0.000 0.010 0.001 0.570 1.000 4.8.2 V V L25 17-12(25) 0.005 0.583 0.000 0.010 0.001 0.588 1.000 482 V inxl Qer Job Page 78875.008.01 -Progress, OR(BU#874140) 31 of 31 B+T Group Project Date 1717 S.Boulder,Suite 300 16:43:18 02/24/18 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX (918)295-0265 Nlthln P Amin Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M x M y V T Stress Stress fi _4P. 4JM $M,, $v 0T Ratio Ratio L26 12-7(26) 0.006 0.611 0.000 0.011 0.000 0.617 1.000 4.8.2 V L27 7-2(27) 0.006 0.629 0.000 0.011 0.000 0.635 1.000 V 4.8.2 V L28 2-0(28) 0.006 0.631 0.000 0.011 0.000 0.637 1.000 4.8.2 V Section Capacity Table Section Elevation Component Size Critical P oPwo,,, % Pass No. ft Type Element K K Capacity Fail LI�u_,._. 116-111 Pole TP12.16x11.26x0.188 1 -0.447 532.805 **„_" ".'-_ ** ._ L2 111-106 Pole TP13.06x12.16x0.188 2 -0.662 572.857 ** ** L3 106-101 Pole TPI3.96x13.06x0.188 3 -0.810 612.910 ** ** L4 101-100 Pole TP14.14x13.96x0.188 4 -0.842 620.920 ** ** L5 100-95 Pole TP15.039x14.14x0.219 5 -3.757 769.485 ** ** L6 95-90 Pole TP15.939x15.039x0.219 6 -4.039 816.185 ** ** L7 90-85 Pole TP16.838x15.939x0.219 7 -4.350 862.886 ** ** L8 85-80 Pole TP17.738x16.838x0.219 8 -5.128 909.587 ** ** L9 80-75 Pole TP18.637x17.738x0.219 9 -5.759 956.288 ** ** L10 75-70 Pole TP19.537x18.637x0.219 10 -11.272 998.488 ** ** L11 70-67.5 Pole TP19.987x19.537x0.219 11 -11.554 1014.200 ** ** L12 67.5-67.25 Pole TP20.032x19.987x0.694 12 -11.628 3184.150 ** ** L13 67.25-62.25 Pole TP20.931x20.032x0.669 13 -12.660 3216.150 ** ** L14 62.25-57.25 Pole TP21.831x20.931x0.644 14 -13.629 3237.170 ** ** L15 57.25-51.083 Pole TP22.94x21.831x0.631 15 -14.076 3236.830 ** ** L16 51.083-50 Pole TP22.698x21.798x0.694 16 -15.758 3623.200 ** ** L17 50-45 Pole TP23.598x22.698x0.669 17 -17.048 3639.490 ** ** L18 45-40 Pole TP24.498x23.598x0.656 18 -18.196 3713.620 ** ** L19 40-35 Pole TP25.399x24.498x0.631 19 -19.372 3710.770 ** ** L20 35-32.25 Pole TP25.894x25.399x0.631 20 -20.026 3784.950 ** ** L21 32.25-32 Pole TP25.939x25.894x0.756 21 -20.112 4520.080 ** ** L22 32-27 Pole TP26.839x25.939x0.744 22 -21.465 4606.490 ** ** L23 27-22 Pole TP27.739x26.839x0.719 23 -22.853 4609.480 ** ** L24 22-17 Pole TP28.639x27.739x0.706 24 -24.264 4682.300 ** ** L25 17-12 Pole TP29.54x28.639x0.694 25 -25.699 4749.720 ** ** L26 12-7 Pole TP30.44x29.54x0.669 26 -27.157 4725.410 ** ** L27 7-2 Pole TP31.34x30.44x0.656 27 -28.638 4779.240 ** ** L28 2-0 Pole TP31.7x31.34x0.656 28 -29.238 4835.330 ** ** Summary Pole(Lll) ** ** RATING= ** ** **Check Additional Calculations Program Version 7.0.5.1 APPENDIX B BASE LEVEL DRAWING r (INSTALLED) (18) 7/8" TO 97 FT LEVEL (1) 1-1/4" TO 97 FT LEVEL (ABANDONED) (1) 3/8" TO 114 FT LEVEL (6) 1-5/8" TO 114 FT LEVEL lifif CLIMBING PEGS .i - W/ SAFETY CLIMB • / \ / _ / \ )\\ \ (INSTALLED) I i Oy (1) 7/8" TO 65 FT LEVEL I ' 03 0, (4) 1-1/4" TO 75 FT LEVEL A1 \ P? i t / / \ / \ / \ / o (PROPOSED) \r). (1) 1/2" TO 49 FT LEVEL BUSINESS UNIT : 874140 APPENDIX C ADDITIONAL CALCULATIONS MB P 011 a per TIA-222-G Site BU: 874140 CROWN Work Order: 1528441 cr CASTLE Pole Geometry Copyright©2017 Crown Castle Pole Height Above Lap Splice Length Bottom Diameter Base(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Bend Radius(in) Pole Material 1 116 16 0 12 11.26 14.14 0.1875 0.75 A572-65 2 100 48.917 3.917 12 14.14 22.94 0.21875 0.875 A572-65 3 55 55 0 12 21.80 31.7 0.28125 1.125 A572-65 Reinforcement Configuration Bottom Effective Top Effective Elevation(ft) Elevation(ft) Type Model Number 1 2 3 4 5 6 7 8 9 10 11 12 1 0 32.25 plate CCI-WSFP-065125 4 k `a r� 2 32.25 67.5 plate CCI-AFP-060100 4 'la t z* 3 4 5 6 7 8 9 10 Reinforcement Details Bottom Top Pole Face to Termination Termination Reinforcement B(in) H(in) Gross Area(in2) Centroid(in) Length(in) Length(in) L„(in) Net Area(in2) Bolt Hole Size(in) Material 1 6.5 1.25 8.125 0.625 n/a 33.000 19.000 6.563 1.1875 A572-65 2 6 1 6 0.5 30.000 30.000 16.000 4.750 1.1875 A572-65 CClpole-version 3.2.1 Page 1 Analysis Date: 2018-02-24 TNX Geometry Input Increment(ft): 5 Lap Splice Length Bottom Diameter Tapered Pole Weight Section Height(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Grade Multiplier 1 116 - 111 5 12 11.260 12.160 0.1875 4572-65 1.000 2 111 - 106 5 12 12.160 13.060 0.1875 4572-65 1.000 3 106 - 101 5 12 13.060 13.960 0.1.875 4572-65 1.000 4 101 - 100 1 0 12 13.960 14.140 0.1875 4572-65 1.000 5 100 - 95 5 12 14.140 15.039 0.21875 4572-65 1.000 6 95 - 90 5 12 15.039 15.939 0.21875 4572-65 ! 1.000 7 90 - 85 5 12 15.939 16.838 0.21875 4572-65 1.000 8 85 - 80 5 12 16.838 17.738 0.21875 4572-65 1.000 9 80 - 75 5 12 17.738 18.637 0.21875 4572-65 ! 1.000 10 75 - 70 5 12 18.637 19.537 0.21875 4572-65 1.000 11 70 - 67.5 2.5 12 19.537 19.987 0.21875 4572-65 1.000 12 67.5 - 67.25 0.25 12 19.987 20.032 0.69375 4572-65 0.879 13 67.25 - 62.25 5 12 20.032 20.931 0.66875 4572-65 0.885 14 62.25 - 57.25 5 12 20.931 21.831 0.64375 4572-65 'i 0.894 15 57,25 - 55 6.167 3.917 12 21.831 22.940 0.63125 4572-65 0.900 16 55 - 50 5 12 21.798 22.698 0.69375 4572-65 0.902 17 50 - 45 5 12 22.698 23.598 0.66875 4572-65 !i 0.914 18 45 - 40 5 12 23.598 24.498 0.65625 4572-65 0.912 19 40 - 35 5 12 24.498 25.399 0.63125 4572-65 !, 0.929 20 35 - 32.25 2.75 12 25.399 25.894 0.63125 4572-65 I 0.920 21 32.25 - 32 0.25 12 25.894 25.939 0.75625 4572-65 0.910 22 32 - 27 5 12 25.939 26.839 0.74375 4572-65 0.906 23 27 - 22 5 12 26.839 27.739 0.71875 4572-65 0.918 24 22 - 17 5 12 27.739 28.639 0.70625 4572-65 0.917 25 17 - 12 5 12 28.639 29.540 0.69375 4572-65 0.916 26 12 - 7 5 12 29.540 30.440 0.66875 4572-65 0.934 27 7 - 2 5 12 30.440 31.340 0.65625 4572-65 0.936 28 2 - 0 2 12 31.340 31.700 0.65625 4572-65 0.930 CClpole-version 3.2.1 Page 2 Analysis Date: 2018-02-24 TNX Section Forces Increment(ft): 5 TNX Output Pu Mux Vu Section Height(ft) (K) (kip-ft) (K) 1 116 - 111 0.45 3.21 0.90 2 111 - 106 0.66 8.86 1.30 3 106 - 101 0.81 16.14 1.67 4 101 - 100 0.84 17.85 1.74 5 100 - 95 3.76 47.03 6.78 6 95 - 90 4.04 81.84 7.14 7 90 - 85 4.35 118.46 7.51 8 85 - 80 5.13 159.19 8.33 9 80 - 75 5.76 202.33 9.43 10 75 - 70 11.27 302.00 19.38 11 70 - 67.5 11.55 350.68 19.61 12 67.5 - 67.25 11.63 355.58 19.62 13 67.25 - 62.25 12.66 455.85 20.42 14 62.25 - 57.25 13.63 559.01 20.87 15 57.25 - 55 14.08 606.17 21.08 16 55 - 50 15.76 712.86 21.61 17 50 - 45 17.05 822.74 22.25 18 45 - 40 18.20 935.00 22.68 19 40 - 35 19.37 ###### 23.10 20 35 - 32.25 20.03 ###### 23.33 21 32.25 - 32 20.11 ###### 23.33 22 32 - 27 21.46 ###### 23.76 23 27 - 22 22.85 ###### 24.16 24 22 - 17 24.26 ###### 24.54 25 17 - 12 25.70 ###### 24.88 26 12 - 7 27.16 ###### 25.21 27 7 - 2 28.64 ###### 25.54 28 2 - 0 29.24 ###### 25.67 CClpole-version 3.2.1 Page 3 Analysis Date: 2018-02-24 , r Analysis Results Elevation(ft) Component Size Critical Element %Capacity Pass/Fail pe, 116 111 Pole TP12 16x11 26x0 1875 Pole 2 6% Pass 111 106 Pole TP13 06x12 16x0 1875 s Pole 6 0% Pass ., r 106-101 Pole TP13 96x13 06x0 1875 Pole 9 5% Pass 101 -100 Pole i TP14 14x13 96x0 1875 Pole 10.3% Pass 100 95 Pole TP15 039x14 14x0 2188 Pole 20.8% Pass 95-90 # Pole TP15.939x15.039x0.2188 Pole 31.9% Pass 90 85 Pole TP16 838x15 939x0 2188 Pole 41.2% Pass 85 80 Pole TP17 738x16 838x0 2188 I Pole 49.7% Pass 80 75 Pole i TP18 637x17 738x0 2188 Pole 57.1% t Pass 75 70Pole TP19 537x18 637x0 2188 ) Pole 78.2% t Pass 70-67.5 Pole t TP19.987x19 537x0 2188 1 Pole 87.2% Pass .. .� .. . .wU, �.. . _ 67.5 67.25 c Pole+Reinf. i TP20.032x19.987x0.6938 A Reinf.2 Tension Rupture 46.3% Pass 67.25-62.25 i Pole+Reinf. : TP20 931x20 032x0 6688 Reinf.2 Tension Rupture 56.0% Pass G 62.25 57.25 Pole+Reinf. F TP21 831x20 931x0 6438 Reinf.2 Tension Rupture 64.9% t Pass 57.25-55 Pole+Reinf. TP22 94x21 831x0 6313 t Reinf.2 Tension Rupture 68.6% I Pass 55 50 t Pole+ReinfTP22 698x21 798x0 6938 Reinf.2 Tension Rupture 71.1% Pass .n.. - y� . .. 1 50-45 Pole+Reinf. : TP23.598x22 698x0 6688 1 Reinf.2 Tension Rupture 77 7% Pass 45-40 - Pole+Reinf.i TP24.498x23 598x0.6563 ' Reinf.2 Tension Rupture 83.6% Pass 40 35 Pole+Reinf , TP25 399x24 498x0 6313 Remf.2 Tension Rupture 89.0% Pass 35-32.25 t Pole+Reinf. i TP25.894x25.399x0.6313 , Reinf.2 Tension Rupture ' 91.8% 1 Pass 32.25-32 Pole+Reinf. . TP25.939x25.894x0.7563 Reinf.1 Tension Rupture 75.7% Pass 32 27 Pole+Reinf. TP26 839x25 939x0 7438 i Reinf.1 Tension Rupture 79.8% Pass 27-22 Pole+Remf.' TP27 739x26 839x0 7188 Reinf.1 Tension Rupture 83.6% i Pass • 22-17 Pole+Reinf. i TP28.639x27.739x0.7063 ' Reinf.1 Tension Rupture f 87.2% Pass °; 17-12 Pole+Reinf.£ TP29.54x28 639x0 6938 Remf.1 Tension Rupture i 90.4% g Pass 12-7 Pole+Reinf. TP30.44x29 54x0 6688 Reinf.1 Tension Rupture 93.4% Pass 7-2 . Pole+Reinf .. TP31.34x30.44x0.6563 Reinf.1 Tension Rupture 96 2% Pass 2-0 i Pole+Remf. , TP31 7x31 34x0 6563 t Reinf.1 Tension Rupture 97.2% Pass Summary Pole 87.2% Pass r....,a Reinforcement .� =_.97.2% Pass t Overall t 6/.. .c./. 1. Pass CCIpole-version 3.2.1 Page 4 Analysis Date: 2018-02-24 h i r Additional Calculations Section Moment of Inertia(in4) Area(in2) %Capacity Elevation(ft) Pole Reinf. Total Pole Reinf. Total Pole R1 R2 116-111 132 n/a 132 7.22 n/a 7.22 2.6% 111-106 165 n/a 165 7.76 n/a 7.76 6.0% 106-101 202 n/a 202 8.30 n/a 8.30 9.5% 101-100 210 n/a 210 8.41 n/a 8.41 10.3% 100-95 293 n/a 293 10.42 n/a 10.42 20.8% 95-90 350 n/a 350 11.06 n/a 11.06 31.9% 90-85 413 n/a 413 11.69 n/a 11.69 41.2% 85-80 484 n/a 484 12.32 n/a 12.32 49.7% 80-75 563 n/a 563 12.96 n/a 12.96 57.1% 75-70 649 n/a 649 13.59 n/a 13.59 78.2% 70-67.5 695 n/a 695 13.90 n/a 13.90 87.2% 67.5-67.25 700 1364 2064 13.94 24.00 37.94 29.0% 46.3% 67.25-62.25 800 1480 2280 14.57 24.00 38.57 35.6% 56.0% 62.25-57.25 909 1601 2509 15.20 24.00 39.20 42.0% 64.9% 57.25-55 961 1657 2617 15.49 24.00 39.49 44.7% 68.6% 55-50 1304 1722 3026 20.27 24.00 44.27 44.1% 71.1% SO-45 1467 1852 3320 21.09 24.00 45.09 48.3% 77.7% 45-40 1644 1988 3631 21.90 24.00 45.90 52.0% 83.6% 40-35 1834 2128 3962 22.71 24.00 46.71 55.9% 89.0% 35-32.25 1945 2207 4152 23.16 24.00 47.16 58.1% 91.8% 32.25-32 1955 3062 5018 23.20 32.50 55.70 48.4% 75.7% 32-27 2168 3265 5433 24.02 32.50 56.52 51.7% 79.8% 27 22 2396 3473 5870 24,83 32.50 57.33 54.9% 83.6% 22-17 2640 3689 6328 25.65 32.50 58.15 58.0% 87.2% 17-12 2899 3911 6810 26.46 32.50 58.96 61.0% 90.4% 12-7 3175 4139 7314 27.27 32.50 59.77 63.8% 93.4% 7-2 3468 4374 7842 28.09 32.50 60.59 66.6% 96.2% 2-0 3590 4470 8060 28.41 32.50 60.91 67.7% 97.2% Note:Section capacity checked in 5 degree increments. CCIpole-version 3.2.1 Page 5 Analysis Date: 2018-02-24 `a P Stiffened or Unstiffened, Exterior Flange Plate -Any Bolt Material TIA Rev G Reactions Bolt Threads: Site Data Mu 17.854 ft-kips X-Excluded BU#: 874140 Axial, Pu: 0.842 kips cpVn=cp(0.55*Ab*Fu) Site Name: Progress, OR Shear,Vu: 1.743 kips cp=0.75, cp*Vn (kips): App#: 426810 Rev#2 Elevation: 100 feet 38.88 Criteria: TIA G <-Onl A (cable to Unstiffened Cases Pole Manufacturer:� Other If No stiffeners, I Y PP Flange Bolt Results Rigid Bolt Data Bolt Tension Capacity, cp*Tn,B1: 54.54 kips w*Tn Qty: 10 Adjusted cp*Tn (due to Vu=Vu/Qty), B: 54.54 kips cpTn[(1-(Vu/cpVn)^21^0.5 Diameter(in.): 1 Bolt Fu: 120 Max Bolt directly applied Tu: 4.74 Kips Bolt Material: A325 Bolt Fy:- 92 Min. PL"tc"for B cap.w/o Pry: 1.193 in N/A: <--Disregard Min PL"treci"for actual T w/Pry: 0.265 in N/A: <--Disregard Min PL 11"for actual T w/o Pry: 0.352 in Circle(in.): 17.75 T allowable w/o Prying: 54.54 kips a'<0 case Prying Force, q: 0.00 kips Plate Data Total Bolt Tension=Tu+q: 4.74 kips Diam: 20.375 in Non-Prying Bolt Stress Ratio,Tu/B: 8.7% Pass Thick,t: 1.5 in Grade(Fy): 36 ksi Exterior Flange Plate Results Flexural Check Rigid Strength, Fu: 50 ksi Compression Side Plate Stress: 2.1 ksi TIA G Single-Rod B-eff: 4.55 in Allowable Plate Stress: 32.4 ksi cp*Fy Compression Plate Stress Ratio: 6.6% Pass Comp.Y.L.Length: Stiffener Data(Welding at Both Sides) No Prying 10.73 Config: 0 * Tension Side Stress Ratio, (treq/t)^2: 3.1% Pass Weld Type: Groove Depth: in** n/a Groove Angle: degrees Stiffener Results Fillet H.Weld: <--Disregard Horizontal Weld : n/a Fillet V.Weld: in Vertical Weld: n/a Width: in Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Height: in Plate Tension+Shear,ft/Ft+(fv/Fv)"2: n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: ksi 3 e Pole Data Diam: 14.14 in c 0 Thick: 0.1875 in Grade: 65 ksi t #of Sides: 12 "CrIF Round Fu 80 ksi c n Reinf.Fillet Weld 0 "0"if None 3 ,3.;, *0=none, 1 =every bolt,2=every 2 bolts,3=2 per bolt **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Ext Flange G 1.3, Effective March 19,2012 Analysis Date:2018-02-24 f Anchor Rod Information for TIA/EIA-222-F and TIA-222-G-2 Site Information AeroSolutions Reactions Design Information ID: 874140 ` AeroSolutions LLC Moment: 1905 ft-kip TIA Code: G Name: Progress • »m Axial: 29 kip ASIF: 1,000 App.#: 426810 Rey#2 Optimizing Your Tower InfrastructureShear: 26 kip Failure: 105% Base Plate Type: Circular eta Factor: 0.50 Original Anchor Rod Data First Added Anchor Rod Data Second Added Anchor Rod Data Third Added Anchor Rod Data Quantity: 8 Quantity: 3 Quantity: Quantity: Diameter: 2.25 in Diameter: 1.75 in Diameter: in Diameter: in Material: A615 GR 75 Material: F1554 OR 105 Material: Material: Bolt Circle: 39.3 in Bolt Circle: 45.8 `r in Bolt Circle: in Bolt Circle: in Bolt Spacing: in Bolt Group Area: 31.81 in2 Bolt Group Area: 7.22 in2 Bolt Group Area: 0.00 in2 Bolt Group Area: 0.00 in2 Bolt Group MOIx: 6150 in4 Bolt Group MOIx: 1628 in4 Bolt Group MOIx: 0 in4 Bolt Group MOIx: 0 in4 Reactions Seen by Original AR Group Reactions Seen by First Added AR Group Reactions Seen by Second Added AR Group Reactions Seen by Second Added AR Group Moment: 1506.3 kip-ft Moment: 398.7 kip-ft Moment: 0.0 kip-ft Moment: 0.0 kip-ft Axial: 28.9 kip Axial: 0.0 kip Axial: 0.0 kip Axial: 0.0 kip Shear: 26.0 kip Shear: 0.0 kip Shear: 0.0 kip Shear: 0.0 kip Original AR Capacity Check First Added AR Capacity Check Second Added AR Capacity Check Second Added AR Capacity Check Combined Load: 243.3 kip Combined Load: 152.7 kip Combined Load: 0.0 kip Combined Load: 0.0 kip Allowable load: 259.8 kip Allowable load: 189.9 kip Allowable load: 0.0 kip Allowable load: 0.0 kip AR Capacity: 93.6% Pass AR Capacity: 80.4% Pass AR Capacity: 0.0% AR Capacity: 0.0% 482.4.1 Stiffened or Unstiffened, Ungrouted, Circular Base Plate -Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Reactions BU#: 874140 Mu: 1506.3 ft-kips Site Name: Progress Axial, Pu: 28.9 kips App#: 426810 Rev#2 Shear,Vu: 26 kips Pole Manufacturer: Other I Eta Factor, rl 0.5 TIA G(Fig.4-4) Anchor Rod Data fIf No stiffeners,Criteria: I AISC LRFD <-Only Applcable to Unstiffened Cases Qty: 8 Diam: 2.25 in Rod Material: A615-J Anchor Rod Results Rigid Strength(Fu): 100 ksi Max Rod(Cu+Vu/r1): 240.0 Kips AISC LRFD Yield (Fy): 75 ksi Allowable Axial, c*Fu*Anet: 260.0 Kips cp*Tn Bolt Circle: 39.32 in Anchor Rod Stress Ratio: 92.3% Pass Plate Data Diam: 45.32 in Base Plate Results Flexural Check Rigid Thick: 2.25 in Base Plate Stress: 33.9 ksi AISC LRFD Grade: 60 ksi Allowable Plate Stress: 54.0 ksi cp*Fy Single-Rod B-eff: 12.74 in Base Plate Stress Ratio: 62.9% Pass Y.L.Length: 23.26 Stiffener Data(Welding at both sides) n/a Config: 0 * Stiffener Results Weld Type: Horizontal Weld : n/a Groove Depth: in** Vertical Weld: n/a Groove Angle: degrees Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Fillet H.Weld: <--Disregard Plate Tension+Shear,ft1Ft+(fv/Fv)^2 n/a Fillet V.Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height: in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 31.7 in o c Thick: 0.28125 in Grade: 65 ksi c' t? #of Sides: 12 "0"IF Round Fu 80 ksi ' c- Reinf.Fillet Weld 0 "0"if None . *0=none, 1 =every bolt,2=every 2 bolts,3=2 per bolt **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CCIplate 1.5-Circular Base G 1.3, Effective March 19,2012 Analysis Date: 2018-02-24