Report 16600401 00)'—
• l MC Ytt2 �' Sc' € C /
RECEIVED
FEB 2 2 2016 mrpB+T GRP
January 26, 2016
CITY OF TIGARD
Katie Stana BUILDING DIVISION B+T Group
Crown Castle 1717 S. Boulder, Suite 300
2055 S. Stearman Drive Tulsa, OK 74119
Chandler, AZ 85286 (918) 587-4630
(602) 845-1747 btwo@btgrp.com
Subject: Structural Analysis Report
Carrier Designation: T-Mobile Co-Locate
Carrier Site Number: PO01339B
Carrier Site Name: N/A
Crown Castle Designation: Crown Castle BU Number: 874140
Crown Castle Site Name: Progress
Crown Castle JDE Job Number: 363383
Crown Castle Work Order Number: 1182265
Crown Castle Application Number: 326349 Rev. 0
Engineering Firm Designation: B+T Group Project Number: 78875.005.01
Site Data: 10185 SW Cascade Avenue, d,Washington County, OR
Latitude 45°26'48.46", Longitude-122°47'2.41"
116 Foot-Monopole Tower
Dear Katie Stana,
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 866265, in accordance with
application 326349, revision 0.
The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we
have determined the tower stress level for the structure and foundation, under the following load case, to be:
LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity
Note:See Table 1 and Table 2 for the proposed and existing/reserved loading,respectively.
This analysis has been performed in accordance with the 2012 International Building Code 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.
�R.o
PRo�r�s
Respectfully submitted by: s,
B+T Engineering, Inc. o�' t�`' NE'4' o-
�
' '767
Leena Kantheti, E.I.T. John W. Kelly, P.E. ` OR ON
Project Engineer Engineer of Record v0 10, �,���
I
tnxTower Report-version 6.1.4.1 494,W KE%-�'- gau1
EXPIRES:(
January 26, 2016
116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140
Project Number 78875.005.01, Application 326349, Revision 0 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2)ANALYSIS CRITERIA
Table 1 -Proposed Antenna and Cable Information
Table 2-Existing and Reserved 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 6.1.4.1
January 26, 2016
116 Ft Monopole Tower Structural Analysis Report CC/BU No. 874140
Project Number 78875.005.01,Application 326349, Revision 0 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 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)
100.0
3 Commscope SBNH-1D65C 1
3 Nokia FRLB
i 97.0 1 Valmont RMQP
97.0 f 1 ( Valmont 1 HRK12
Table 2-Existing and Reserved 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
114.0 115.0 3 Kmw Comm. HB-X-ID-19-65-00T 6 135$8 1
114.0 1 -- Pipe Mount[PM 601-3]
110.0 110.0 1 -- Pipe Mount[PM 601-1] 1 1/2 3
3 Andrew ETW200VS12UB
3 Andrew TMBX-6516-R2M 4
3 Andrew ETW200VS12UB
100.0 6 Andrew TMBXX-6516-R2M
97.0 1 /8
3 Nokia FRIG 18 1-1/4/ 1
2 Nokia FXFB
1 Raycap RNSDC-7771-PF-48
97.0 1 -- Platform Mount[LP 713-1] -- -- 4
2 Radiowaves HP2-23
j 85.0
1 -- Side Arm Mount[SO 103-3] 6 5/16
85.0 3 Kathrein 840 10057 2 1/2 1
83.0
3 Nextnet Wireless BTS-2500
7 Amphenol WBX045T19X000
{ 8 Css X7C-FRO-840-V
3 Ericsson RRUS 12 B2
75.0 75.0 4 1-1/4 2
4 Ericsson RRUS 12 B4
4 Ericsson RRUS A2 B13
3 ( Ericsson I RRUS A2 B2
tnxTower Report-version 6.1.4.1
January 26, 2016
116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140
Project Number 78875.005.01, Application 326349, Revision 0 Page 4
Center Number Number Feed
Mounting Line Antenna
of Antenna Model of Feed Line Note
Level (ft) Elevation Antennas Manufacturer Lines Size(in)
(ft)
4 Ericsson RRUS A2 B4
4 Ericsson RRUS B13
4 Raycap RCMDC-3315-PF-48
1 -- Platform Mount[LP 301-1]
1 1 Radiowaves SP1-5.2
65.0 65.0 I 1 I -- I Pipe Mount[PM 601-1] 1 1/2 2
Notes:
1) Existing Equipment
2) Reserved Equipment
3) Empty Mount; Considered In This Analysis
4) Equipment To Be Removed;Not Considered In This Analysis
Table 3 -Design Antenna and Cable Information _
Center Number Number Feed
Mounting Line Antenna
of Antenna Model of Feed Line
Level (ft) Elevation Antennas Manufacturer Lines Size(in)
(ft)
97 97 12 Decibel DB978 - --
1 Generic Platform
85 85 1 Unknown 4' Dish -- --
1 Generic Platform
{ 75 75 -- --
9 Swedcom SP9014-DIN
50 I 50 I 1 ' Unknown I 4' Dish -- I --
3)ANALYSIS PROCEDURE
Table 4-Documents Provided
Document Remarks Reference Source
Online Application T-Mobile Co-Locate Revision#0 326349 CCI Sites
'Tower Manufacturer Drawing Valmont, Order No: 12317-95 1353528 CCI Sites
Tower Modification Drawing Valmont, Order No: 19351-06 2248976 CCI Sites
Post Modification Inspection TEP, Date: 10/02/2006 1956214 CCI Sites I
Tower Modification Drawing B+T Group, Date: 04/08/2015 5629547 CCI Sites I
Post Modification Inspection TEP, Date: 09/11/2015 5885121 CCI Sites]
Foundation Drawing Portland General Electric Co., Dated: 03/20/1990 1354428 CCI Sites
Geotech Report Northwest Geotech, Inc., Project No: 705.2.1 1353413 CCI Sites
Antenna Configuration I Crown CAD Package 'Date: 01/21/2016'CCI Sites
3.1) Analysis Method
tnxTower(version 6.1.4.1), 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 6.1.4.1
January 26, 2016
116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140
Project Number 78875.005.01,Application 326349, Revision 0 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.
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) _
SectionComponent Critical JSF*P.fihlowElevation(ft) %
Size Element P(K) (K) Capacity Pass/Fail
L1 116-100 Pole TP14.14x11.26x0.188 1 -0.840 620.920 11.3 Pass
L2 100-67.5 Pole TP19.987x14.14x0.219 2 -9.553 1014.200 86.6 Pass
L3 67.5- Pole TP22.94x19.987x0.631 3 -12.178 2080.340 67.0 Pass
51.0833
L4 51.0833- Pole TP25.894x21.798x0.625 4 -18.104 2425.020 89.9 Pass
32.25
L5 32.25-0 Pole TP31.7x25.894x0.655 5 -27.449 3181.650 95.5 Pass
1 Summary
Pole(L5) 95.5 Pass
RATING= 95.5 Pass
Table 6-Tower Component Stresses vs. Capacity—LC7
Notes Component Elevation (ft) % Capacity Pass/Fail
1 Flange Connection 100 9.6 Pass
1 Anchor Rods Base 91.3 Pass
1 Base Plate Base 62.2 Pass
1 Base Foundation (Structure) Base 73.4 Pass
1 ( Base Foundation (Soil Interaction) I Base 74.7 Pass
Structure Rating (max from all components)= 95.5%
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 existing, reserved, and proposed
loads. No modifications are required at this time.
tnxTower Report-version 6.1.4.1
116.0 ft TYPE
DESIGNED APPURTENANCE LOADING
ELEVATION TYPE ELEVATION
Lightning Rod 5/8"x 6'(E) 119 6'x 2"Mount Pipe(E) 85
H13-X-ID-19-65-00T(E) 114 6'x 2"Mount Pipe(E) 85
S m 8 aMB-X-10.19-65-OOT(E) 114 Side Arm Mount[SO 103-3](E) 85
m — a o HB-X-ID-19-65-00T(E) 114 HP2-23(E) 85
• — — AB-ACCESS(E) 114 HP2-23(E) 85
Pipe Mount[PM 601-3](E) 114 (3)WBX045T19X000(R) 75
Pipe Mount[PM 601-1](E-Empty Per 110 (2)X7C-FRO-840-V(R) 75
Photo) (4)X7C-FRO-840-V(R) 75
100.0 ft
(2)TMBXX-6516-R2M(E) 97 (2)X7C-FRO-840-V(R) 75
.1 (2)TMBXX-6516-R2M(E) 97 (2)RRUS 12 B4(R) 75
(2)TMBXX-6516-R2M(E) 97 __RRUS 12 B4(R) 75
r ETW200VS12UB(E) 97 RRUS 12 B4(R) 75
ETW200VS12UB(E) 97 (2)RCMDC-3315-PF-48(R) 75
ETW200VS12UB(E) 97 RCMDC-3315-PF-48(R) 75
FRIG(E) 97 RCMDC-3315-PF-48(R) 75
FRIG(E) 97 (2)RRUS A2 94(R) 75
I FRIG(E) 97 RRUS A2 B4(R) 75
E
N RNSDC-7771-PF-48(E) 97 - RRUS A2 B4(R) 75
N N iv — N FXFB(E) 97 RRUS B13(R) 75
P., 4 cn Q FXFB(E) 97 (2)RRUS B13(R) 75
SBNH-1D65C(P) 97 RRUS B13(R) 75
SBNH-1D65C(P) 97 RRUS A2 B13(R) 75
I SBNH-1D65C(P) 97 (2)RRUS A2 B13(R) 75
11 II
II 'I FRLB(P)
FRLB(P) 97 RRUS A2 B13(R) 75
97 RRUS 12 B2(R) 75
FRLB(P) 97 (2)RRUS 12 02(R) 75
Platform Mount[LP 301-1](P-4 M. 97 RRUS A2 B2(R) 75
Pipes Included) (2)RRUS A2 B2(R) 75
67.59 840 10057 w/Mount Pipe(E) 85 Platform Mount[LP 301-1](R-4 M.P 75
II840 10057 w/Mount Pipe(E) 85 per sector)
840 10057 wl Mount Pipe(E) 85 (3)WBX045T19X000(R) 75
BTS-2500(E) 85 WBX045T19X000(R) 75
BTS-2500(E) 85 Pipe Mount[PM 601-1](R) 65
' n — r m BTS-2500(E) 85 Radiowaves SP1-5.2(R-Leg Per 65
"' — m N N O 6'x 2"Mount Pipe(E) 85 Application)
O N
MATERIAL STRENGTH
GRADE Fy Fu GRADE Fy Eu
n 51.1 9 U A572-65 65 ksi 80 ksi 42.028222ksi 42 ksi 57 ksi
41.791132ksi 42 ksi 57 ksi 42 86274ksi 43 ksi 58 ksi
v
TOWER DESIGN NOTES
F 1. Tower is located in Washington County,Oregon.
8 m 2. Tower designed for Exposure C to the TIA-222-G Standard.
o N H 3. Tower designed for a 93 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase
in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class II.
32.3 ft 7. Topographic Category 1 with Crest Height of 0.000 ft
N 8. TOWER RATING:95.5%
N
N
o ALL REACTIONS
a ARE FACTORED
AXIAL
63 K
i
52 SHEAR MOMENT
N — .o W o , - 3 K ( _j 224 kip-ft
O N to
N
TORQUE 0 kip-ft
30 mph WIND-1.000 in ICE
AXIAL
27 K
SHEA- MOMENT
26 K 1885 kip-ft
0.0 fl
TORQUE 2 kip-ft
REACTIONS-93 mph WIND
g "2d r, ...
O_ y i 3 m N
m .i Z I- m t
E u 8 5 S c3 m N I
— m 3
B+T Group ob 78875.005.01-Progress, OR(BU#87414(
1=1". 1717 1717 S. Boulder, Suite 300 P`°]ect
B..T r,r+ client Crown Castle (Drawn by Ikantheti App'd•
Tulsa, OK 74119 — - -- --
Code' TIA-222-G !Date'01/26/16 Scale: NTS
Phone:(918)587-4630
FAX:(918)295-0265 Path: Dwg No.E-1
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 I I 116.000
100.000 100.000
11
I I : I I I I I : 1 I I
L
67.500 -1 1-J 1-a a -ti I_4 , 4 _1 _4 __ ___ ___ _ I _ a_. 67.500 1
, . \ ; ; I
C
CU
W 51.083 - 51.063
-_r . .-1 1 L -T 7 T_-T T I I 1
I
�
- 11 \
32.250 _ _ I I _ 32.250
1
IIS
0.001 o.000
0 5 10 15 20 25 0 500 1000 1500 2000
B+T Group 'ob.78875.005.01-Progress, OR(BU#87414(
1717 S. Boulder, Suite 300 PfOJeC
B•T C,I<" Tulsa, OK 74119
client: Crown Castle Drawn by:Ikantheti Avv'd.
Phone:(918)587-4630 Code TIA-222-G I Date.01/26/16 Scale: NTS
FAX:(918)295-0265 Path: Dwg No.
TIA-222-G -Service -60 mph Maximum Values
Deflection (in) Tilt(deg) Twist(deg)
0 5 10 15 20 25 0 05 1 15 2 0 0.05 0.1
116.00C 116.000
iii i i IIII I I IIII IIII 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 I I II
/ I/ 1
1 I I I I I I I I I I I I I I I I I I I II
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 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 I I 1 1 1 1 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 I I
100.00[ I I I I I I I I I I I I I I I 100.000
„ I „ 1 1 1 1 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 I I I I I I I I I I I I I I I I
I I I I I II I I I I I I I II
III I I , 1 1 II
1 , . II II II I I I I I I I I 1 1 1 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 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 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
" II , rI I I I I I I I I I I I I I I I I I I I I I III III II I I
II III 1 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 I I I I I I I I I I I I I I I I I I I I I
11 1 I I I I I I I I I I I I I I I I I 1 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
1 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 I I I II I I I I I I I I I I I I I I
lilt I I I I I I I I I I I I I I I I I I I
1111 t1 I I I I I I I I I I I I I I I I I I I I I I 1
67.50[ 4 1 1 1 1 1 1 1 1 I I II I i i I 111 I I 1 1 1 57.500
I I I I I I I I 1 1 1 1 I I I I I I I I I I I
.,,,. .... II 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 I I I I I I I I I I I I I I I I I I I 1
III ' , , 1I tIl 1111
C 1111 II 1111 1111 11 1 I I I I I
11 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I
r
1 1 1 1 I I I I I 1 I 1 1 1 1 I I I I 1 1 1 1
1 1 1 1 1 1 1 1 1 11 1 1 1 1 I I I I I I I 1
ill I i i i 1 1 1 1 I I I I I I I I I I I 1
LU 51.083 __ - _ _r 7 -51.083
1 I r1 I- 1 I- 1 r1 i 1 i r1 1 1 r 1 r r 1 r
I I 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 I I 1 1
1111 1111 1111 1111 1 1 1 1 I I 1 1
1 1 I I I I I I I I I I I I I I I I I I I I I
1 1 1 1 I I I I I I 1 t 1 1 1 1 I I I 1 I I I I
lilt till mil I iI I i l l 1 I I I I I I 1
1 1 1 1 ill lilt 1 1 1 1 I I I I I 1 I 1
I I I I I I I I I I I I 1 1 1 1 I I I I I I I 1
32.25[ , „ 1 1 1 1 1 1 1 1 1 1 1 6 1 1 1 1 I I I I 1 I I 1 32.250
1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 I I I I 1 I I 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 I 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1
1 1 1 1 1 1 1 1 1 1 E 1 1 1 1 I I I I 1 1 I 1
' E ' 1 I I 1 I I I I 1 1 I 1 1 I I I I I I 1 1 I I 1
' r 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 I I I I 1 1 I 1
1 1 1 1 I I I I 1 1 1 1 1 1 1 1 I I I I I 1 I I
1 1 1 1 1 1 1 1 11 11 11 1: 1 II 1 1 I I 1 I II I 1
1 1 i I 1 1 1 1 1 11 II II 11 11 11 1 1 I 1 I I II 1 1
I I I 1 11 I 1 I I 1 1 1 1 I 1 1 I I I I 1 I 1 1
1 1 I 1 1 1 I I I I I 1 1 1 1 I I I I 1 I I 1 1
1 1 1 1 1 1 1 1 I I V i ' I 1 I 1 1 I 1 I 1 I I 1
1 1 1 1 I I I I 1 1 1 11 1 1 1 1 I I 1 1 1 I I 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I I 1 1
i I 1 1 1 1 1 1 1 6 6 1 1 1 I I 1 1 I I 1 I I
I II 1 1 1 1 I I 1 11 II 11 II 111 II 1 I I I I I 11 1 1
o.00cI/ 1 1 1 1 1 1 1 1 11 1 i I 1' 1 t I I I I 1 1 1 I pool)
1
0 5 10 15 20 25 0 0.5 1 1.5 2 0 0.05 0.1
r B+T Group 1ob78875.005.01-Progress, OR(BU#87414(
1717 S. Boulder, Suite 300 PfOfect
BST tii-t•,
Tulsa, OK 74119 Client. Crown Castle Drawn by:Ikantheti AP"'
Phone:(918)587-4630 Code' TIA-222-G Date.01/26/16 Sca1e. NTS
FAX:(918)295-0265 Path:.,0,4-.� ..,.,,<�,,,.,,.w»W,»,�•„,s,,,,>o� „,.o., Dwg No.E-5
Job Page
ttrxTower 78875.005.01 -Progress, OR (BU#874140) 1 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
•
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
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 1.
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.
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 Treat Feedline Bundles As Cylinder
Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules
Consider Moments-Diagonals I Assume Rigid Index Plate Calculate Redundant Bracing Forces
Use Moment Magnification I Use Clear Spans For Wind Area Ignore Redundant Members in FEA
Ai Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression
Ai Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable
Escalate Ice \I Bypass Mast Stability Checks Offset Girt At Foundation
Always Use Max Kz 4 Use Azimuth Dish Coefficients \I Consider Feedline Torque
Use Special Wind Profile \/ jWind Area of A urt. Include Angle Block Shear Check
P ProjectPp g
Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles
Leg Bolts Are At Top Of Section SR Members Have Cut Ends \I Include Shear-Torsion Interaction
Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow
Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets
Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capacity
Exemption
_ Tapered Pole Section Geometry
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
LI 116.000-100.00 16.000 0.000 12 11.260 14.140 0.188 0.750 A572-65
0 (65 ksi)
L2 100.000-67.500 32.500 0.000 12 14.140 19.987 0.219 0.875 A572-65
(65 ksi)
Job e
g Pa
tloxTower78875.005.01 -Progress, OR(BU#874140) 2 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
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
L3 67.500-51.083 16.417 3.917 12 19.987 22.940 0.631 2.524 41.791132ksi
(42 ksi)
L4 51.083-32.250 22.750 0.000 12 21.798 25.894 0.625 2.501 42.028222ksi
(42 ksi)
L5 32.250-0.000 32.250 12 25.894 31.700 0.655 2.619 42.86274ksi
(43 ksi)
Tapered Pole Properties
Section Tip Dia. Area 1 r C I/C J It/Q w w/t
in in' in in in in' in in' in
LI 11.657 6.685 104.612 3.964 5.833 17.935 211.972 3.290 2.515 13.414
14.639 8.424 209.314 4.995 7.325 28.577 424.128 4.146 3.287 17.531
L2 14.639 9.806 242.563 4.984 7.325 33.117 491.498 4.826 3.203 14.644
20.692 13.924 694.502 7.077 10.353 67.082 1407.249 6.853 4.770 21.807
L3 20.692 39.328 1880.637 6.929 10.353 181.650 3810.681 19.356 3.665 5.809
23.749 45.329 2879.521 7.987 11.883 242.324 5834.691 22.309 4.457 7.063
L4 23.297 42.634 2439.430 7.580 11.291 216.045 4942.946 20.983 4.166 6.662
26.807 50.882 4146.704 9.046 13.413 309.156 8402.347 25.042 5.264 8.417
L5 26.807 53.215 4326.791 9.036 13.413 322.583 8767.252 26.191 5.185 7.918
32.818 65.458 8052.570 11.114 16.421 490.394 16316.690 32.216 6.741 10.294
Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle
Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt
(per face) A, Spacing Spacing
Diagonals Hori_ontals
ft ft' in in in
LI 1 I 1
116.000-100.0
00
L2 1 1 1
100.000-67.50
0
L3 1 1 0.898782
67.500-51.083
L4 1 1 0.925866
51.083-32.250
L5 1 1 0.929768
32.250-0.000
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
LDF7-50A(I-5/8") A Surface Ar 114.000-0.000 6 6 0.000 1.980 0.001
(E) (CaAa) 0.350
*&&*
RFA1206-24526-XXX(1-1/4") A Surface Ar 75.000-0.000 4 4 -0.200 1.310 0.001
(R) (CaAa) -0.050
*&&*
LDF4-50A( I/2) A Surface Ar 65.000-0.000 1 1 -0.220 0.625 0.000
• Page
trtxTower Job 78875.005.01 -Progress, OR(BU#874140) 3 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
,. Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Description Sector Component Placement Total Number Start/End Width or Perimeter Weight
Type Number Per Row Position Diameter
ft in in klf
(R) (CaAa) -0.210
*&&*
Safety Line 3/8 C Surface Ar 116.000-0.000 1 1 0.000 0.375 0.000
(E) (CaAa) 0.000
*&&*
CCI-I.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 CAA, Weight
or Shield Type Number
Leg ft ft'/ft klf
LDF2-50(3/8") B No Inside Pole 114.000-0.000 1 No Ice 0.000 0.000
(E) 1/2"Ice 0.000 0.000
1"Ice 0.000 0.000
*&&*
LDFS-50A(7/8") A No Inside Pole 97.000-0.000 18 No Ice 0.000 0.000
(E) 1/2"Ice 0.000 0.000
1"Ice 0.000 0.000
ASU9323TYPOI( 1-1/4) A No Inside Pole 97.000-0.000 1 No Ice 0.000 0.001
(E) 1/2"Ice 0.000 0.001
1"Ice 0.000 0.001
*&&*
2"Rigid Conduit C No Inside Pole 85.000-0.000 3 No Ice 0.000 0.003
(E) 1/2"Ice 0.000 0.003
1"Ice 0.000 0.003
LDF4-50A(1/2") C No Inside Pole 85.000-0.000 2 No Ice 0.000 0.000
. (E(Inside Conduit)) 1/2"Ice 0.000 0.000
1"Ice 0.000 0.000
LDF4-50A(1/2") C No Inside Pole 110.000-0.000 1 No Ice 0.000 0.000
(E(Inside Conduit)) 1/2"Ice 0.000 0.000
. I"Ice 0.000 0.000
9207(5/16") C No Inside Pole 85.000-0.000 6 No Ice 0.000 0.001
(E(Inside Conduit)) 1/2"Ice 0.000 0.001
1"Ice 0.000 0.001
*&&*
Feed Line/Linear Appurtenances Section Areas
• Job
e
g Pa
m xTower 78875.005.01 -Progress, OR (BU#874140) 4 of 26
. B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 lkanthetl
Tower Tower Face AR Ai: CAA CAA. Weight
Section Elevation In Face Out Face
ft fie ft2 ft" ft' K
LI 116.000-100.000 A 0.000 0.000 16.632 0.000 0.069
B 0.000 0.000 0.000 0.000 0.001
C 0.000 0.000 0.600 0.000 0.005
L2 100.000-67.500 A 0.000 0.000 45.040 0.000 0.410
B 0.000 0.000 2.500 0.000 0.003
C 0.000 0.000 6.219 0.000 0.227
L3 67.500-51.083 A 0.000 0.000 45.392 0.000 0.295
B 0.000 0.000 16.417 0.000 0.001
C 0.000 0.000 33.449 0.000 0.208
L4 51.083-32.250 A 0.000 0.000 52.482 0.000 0.338
B 0.000 0.000 19.062 0.000 0.002
C 0.000 0.000 38.831 0.000 0.239
L5 32.250-0.000 A 0.000 0.000 92.165 0.000 0.579
B 0.000 0.000 34.938 0.000 0.003
C 0.000 0.000 71.084 0.000 0.409
Feed Line/Linear Appurtenances Section Areas - With Ice
Tower Tower Face Ice AR AF C,A.1 CAA,4 Weight
Section Elevation or Thickness In Face Out Face
ft Leg in ft" ft2 ft' ft1 K
L1 116.000-100.000 A 2.251 0.000 0.000 28.669 0.000 0.497
B 0.000 0.000 0.000 0.000 0.001
C 0.000 0.000 7.804 0.000 0.121
L2 100.000-67.500 A 2.193 0.000 0.000 78.704 0.000 1.547
B 0.000 0.000 3.597 0.000 0.050
C 0.000 0.000 22.668 0.000 0.546
L3 67.500-51.083 A 2.120 0.000 0.000 82.681 0.000 1.420
B 0.000 0.000 23.377 0.000 0.299
C 0.000 0.000 54.331 0.000 0.910
L4 51.083-32.250 A 2.046 0.000 0.000 96.477 0.000 1.653
B 0.000 0.000 27.048 0.000 0.347
C 0.000 0.000 62.787 0.000 1.051
L5 32.250-0.000 A 1.860 0.000 0.000 159.957 0.000 2.513
B 0.000 0.000 46.935 0.000 0.528
C 0.000 0.000 107.077 0.000 1.624
Feed Line Center of Pressure
. Section Elevation CPA CP7 CP. CP7
Ice Ice
ft in in in in
L1 116.000-100.000 -0.559 -0.662 -0.470 -0.401
- L2 100.000-67.500 -0.688 -0.786 -0.637 -0.545
L3 67.500-51.083 -0.622 -0.871 -0.708 -0.707
L4 51.083-32.250 -0.676 -0.948 -0.789 -0.777
L5 32.250-0.000 -0.746 -1.074 -0.887 -0.916
Pa
tnxTower 78875.005.01 -Progress, OR (BU#874140) Page
5 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 Ikantheti
Shielding Factor Ka
Tower Feed Line Description Feed Line K,, K„
Section Record No. Segment Elev. No Ice Ice
LI 2 LDF7-50A(1-5/8") 100.00- 1.0000 1.0000
114.00
LI 16 Safety Line 3/8 100.00- 1.0000 1.0000
116.00
L2 2 LDF7-50A(1-5/8") 67.50-100.00 1.0000 1.0000
L2 12 RFA1206-24526-XXX(1-1/4 67.50-75.00 1.0000 1.0000
")
L2 16 Safety Line 3/8 67.50-100.00 1.0000 1.0000
L2 23 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000
L2 24 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000
L2 25 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000
L2 26 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000
L3 2 LDF7-50A(1-5/8") 51.08-67.50 1.0000 1.0000
L3 12 RFA1206-24526-XXX(1-1/4 51.08-67.50 1.0000 1.0000
")
L3 14 LDF4-50A(1/2) 51.08-65.00 1.0000 1.0000
L3 16 Safety Line 3/8 51.08-67.50 1.0000 1.0000
L3 23 CCI-I"x6"-FP 51.08-67.50 1.0000 1.0000
L3 24 CCI-1"x6"-FP 51.08-67.50 1.0000 1.0000
L3 25 CCI- 1"x6"-FP 51.08-67.50 1.0000 1.0000
L3 26 CCI- 1"x6"-FP 51.08-67.50 1.0000 1.0000
L3 18 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000
L3 19 CCI- 1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000
L3 20 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000
L3 21 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000
L5 2 LDF7-50A(I-5/8") 0.00-32.25 1.0000 1.0000
L5 12 RFA I 206-24S26-XXX(I-1/4 0.00-32.25 1.0000 1.0000
..)
L5 14 LDF4-50A(1/2) 0.00-32.25 1.0000 1.0000
L5 16 Safety Line 3/8 0.00-32.25 1.0000 1.0000
L5 18 CCI-1.25"x6.5"-FP 0.00-32.25 1.0000 1.0000
L5 19 CCI-I.25"x6.5"-FP 0.00-32.25 1.0000 1.0000
L5 20 CCI-I.25"x6.5"-FP 0.00-32.25 1.0000 1.0000
L5 21 CCI-1.25"x6.5"-FP 0.00-32.25 1.0000 1.0000
Discrete Tower Loads
Description Face Offset Offsets: A:imuth Placement C:1A.1 ciA.1 Weight
or Type 1-for: Adjustment Front Side
Leg Lateral
Vert
1 ft ft ft2 ft' 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-19-65-00T A From Leg 1.000 0.000 114.000 No Ice 3.094 3.094 0.029
(E) 0.000 1/2"Ice 3.500 3.500 0.056
1.000 1"Ice 3.916 3.916 0.089
HB-X-ID-19-65-00T B From Leg 1.000 0.000 114.000 No Ice 3.094 3.094 0.029
• Page
tnxTower Job 78875.005.01 -Progress, OR (BU#874140) 6 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle Ikantheti
FAX:(918)295-0265
Description Face Offset Offsets: Azimuth Placement CAA CAA,' Weight
or Type Hor: Adjustment Front Side
Leg Lateral
Vert
ft ft fie ft' K
ft
ft
(E) 0.000 1/2"Ice 3.500 3.500 0.056
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 3.094 3.094 0.029
(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 1.944 0.622 0.011
(E) 0.000 1/2"Ice 2.143 0.777 0.022
3.000 1"Ice 2.351 0.940 0.035
Pipe Mount[PM 601-3] C None 0.000 114.000 No Ice 4.390 4.390 0.195
(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
(E-Empty Per 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 A From Leg 4.000 0.000 97.000 No Ice 5.938 3.280 0.035
(E) 0.000 1/2"Ice 6.350 3.610 0.070
3.000 1"Ice 6.771 3.978 0.110
(2)TMBXX-6516-R2M B From Leg 4.000 0.000 97.000 No Ice 5.938 3.280 0.035
(E) 0.000 1/2"Ice 6.350 3.610 0.070
3.000 1"Ice 6.771 3.978 0.110
(2)TMBXX-6516-R2M C From Leg 4.000 0.000 97.000 No Ice 5.938 3.280 0.035
(E) 0.000 1/2"Ice 6.350 3.610 0.070
3.000 1"Ice 6.771 3.978 0.110
ETW200VS12UB A From Leg 4.000 0.000 97.000 No Ice 0.184 0.472 0.011
(E) 0.000 1/2"Ice 0.248 0.567 0.015
3.000 1"Ice 0.322 0.670 0.019
ETW200VS12UB B From Leg 4.000 0.000 97.000 No Ice 0.184 0.472 0.011
(E) 0.000 1/2"Ice 0.248 0.567 0.015
3.000 1"Ice 0.322 0.670 0.019
ETW200VS12UB C From Leg 4.000 0.000 97.000 No Ice 0.184 0.472 0.011
(E) 0.000 1/2"Ice 0.248 0.567 0.015
3.000 1"Ice 0.322 0.670 0.019
FRIG A From Leg 4.000 0.000 97.000 No Ice 2.797 1.096 0 048
(E) 0.000 1/2"Ice 3.023 1.261 0.065
3.000 1"Ice 3.257 1.435 0.085
FRIG B From Leg 4.000 0.000 97.000 No Ice 2.797 1.096 0.048
(E) 0.000 1/2"Ice 3.023 1.261 0.065
3.000 1"Ice 3.257 1.435 0.085
FRIG C From Leg 4.000 0.000 97.000 No Ice 2.797 1.096 0 048
(E) 0.000 1/2"Ice 3.023 1.261 0.065
3.000 1"Ice 3.257 1.435 0.085
RNSDC-7771-PF-48 A From Leg 4.000 0.000 97.000 No Ice 3.708 1.376 0.020
(E) 0.000 1/2"Ice 3.965 1.557 0.043
3.000 1"Ice 4.231 1.746 0.069
FXFB A From Leg 4.000 0.000 97.000 No Ice 4.128 1.123 0.050
(E) 0.000 1/2"Ice 4.400 1.304 0.072
3.000 1"Ice 4.681 1.493 0.098
FXFB B From Leg 4.000 0.000 97.000 No Ice 4.128 1.123 0.050
(E) 0.000 1/2"Ice 4.400 1.304 0.072
3.000 1"Ice 4.681 1.493 0.098
SBNH-1D65C A From Leg 4.000 0.000 97.000 No Ice 11.445 7.696 0.050
(P) 0.000 1/2"Ice 12.064 8.289 0.115
3.000 1"Ice 12.689 8.889 0 189
SBNH-ID65C B From Leg 4.000 0.000 97.000 No Ice 11.445 7.696 0.050
(P) 0.000 1/2"Ice 12.064 8.289 0.115
Job Page
m xTower 78875.005.01 -Progress, OR (BU#874140) 7 of 26
• B+T Group Project Date
1717 S.Boulder.Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 lkanthetI
Description Face Offset Offsets: A_imuth Placement C,.A,a C1A,4 Weight
or Type Hor: Adjustment Front Side
Leg Lateral
Vert
ft ° ft fie fie K
ft
ft
3.000 1"Ice 12.689 8.889 0.189
SBNH-1D65C C From Leg 4.000 0.000 97.000 No Ice 11.445 7.696 0.050
(P) 0.000 1/2"Ice 12.064 8.289 0.115
3.000 1"Ice 12.689 8.889 0.189
FRLB A From Leg 4.000 0.000 97.000 No Ice 2.412 0.903 0.060
(P) 0.000 1/2"Ice 2.620 1.048 0.075
3.000 1"Ice 2.837 1.201 0.093
FRLB B From Leg 4.000 0.000 97.000 No Ice 2.412 0.903 0.060
(P) 0.000 1/2"Ice 2.620 1.048 0.075
3.000 1"Ice 2.837 1.201 0.093
FRLB C From Leg 4.000 0.000 97.000 No Ice 2.412 0.903 0.060
(P) 0.000 1/2"Ice 2.620 1.048 0.075
3.000 1"Ice 2.837 1.201 0.093
Platform Mount[LP 301-1] C None 0.000 97.000 No Ice 30.100 30.100 1.589
(P-4 M.Pipes Included) 1/2"Ice 40.800 40.800 2.029
1"Ice 51.500 51.500 2.470
*&&*
840 10057 w/Mount Pipe A From Leg 2.000 0.000 85.000 No Ice 2.718 2.351 0.026
(E) 0.000 1/2"Ice 3.095 2.883 0.053
-2.000 1"Ice 3.483 3.431 0.084
840 10057 w/Mount Pipe B From Leg 2.000 0.000 85.000 No Ice 2.718 2.351 0.026
(E) 0.000 1/2"Ice 3.095 2.883 0.053
-2.000 I"Ice 3.483 3.431 0.084
840 10057 w/Mount Pipe C From Leg 2.000 0.000 85.000 No Ice 2.718 2.351 0.026
(E) 0.000 1/2"Ice 3.095 2.883 0.053
-2.000 1"Ice 3.483 3.431 0.084
BTS-2500 A From Leg 2.000 0.000 85.000 No Ice 2.120 0.957 0.035
(E) 0.000 1/2"Ice 2.323 1.119 0.048
-2.000 1"Ice 2.534 1.291 0.064
BTS-2500 B From Leg 2.000 0.000 85.000 No Ice 2.120 0.957 0.035
(E) 0.000 1/2"Ice 2.323 1.119 0.048
-2.000 1"Ice 2.534 1.291 0.064
BTS-2500 C From Leg 2.000 0.000 85.000 No Ice 2.120 0.957 0.035
(E) 0.000 1/2"Ice 2.323 1.119 0.048
-2.000 I"Ice 2.534 1.291 0.064
6'x 2"Mount Pipe A From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022
(E) 0.000 1/2"Ice 1.925 1.925 0.033
0.000 P 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
(E) 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
(E) 0.000 1/2"Ice 1.925 1.925 0.033
. 0.000 1"Ice 2.294 2.294 0.048
Side Arm Mount[SO 103-3] C None 0.000 85.000 No Ice 9.500 9.500 0.224
(E) 1/2"Ice 11.800 11.800 0.317
1"Ice 14.100 14.100 0.410
*&&*
(3)WBX045T19X000 A From Leg 4.000 0.000 75.000 No Ice 7.996 0.576 0.037
(R) 0.000 1/2"Ice 8.437 0.708 0.074
0.000 1"Ice 8.887 0.848 0.116
WBX045T19X000 B From Lee 4.000 0.000 75.000 No Ice 7.996 0.576 0.037
(R) 0.000 1/2"Ice 8.437 0.708 0.074
0.000 1"Ice 8.887 0.848 0.116
(3)WBX045T19X000 C From Leg 4.000 0.000 75.000 No Ice 7.996 0.576 0.037
(R) 0.000 1/2"Ice 8.437 0.708 0.074
0.000 1"Ice 8.887 0.848 0.116
• Page
tnxTower 78875.005.01 -Progress, OR(BU#874140) 8 of 26
B+T Group Project Date
17/7 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Description Face Offset Offsets: A=imuth Placement C.A.' CiA.1 Weight
or Type Hor= Adjustment Front Side
Leg Lateral
I'ert
ft ft ft2 ft2 K
ft
ft
(2)X7C-FRO-840-V A From Leg 4.000 0.000 75.000 No Ice 17.267 9.056 0.057
(R) 0.000 1/2"Ice 18.013 9.655 0.152
0.000 1"Ice 18.768 10.263 0.255
(4)X7C-FRO-840-V B From Leg 4.000 0.000 75.000 No Ice 17.267 9.056 0.057
(R) 0.000 1/2"Ice 18.013 9.655 0.152
0.000 1"Ice 18.768 10.263 0.255
(2)X7C-FRO-840-V C From Leg 4.000 0.000 75.000 No Ice 17.267 9.056 0.057
(R) 0.000 1/2"Ice 18.013 9.655 0.152
0.000 I"Ice 18.768 10.263 0.255
(2)RRUS 12 B4 A From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049
(R) 0.000 1/2"Ice 3.924 1.668 0.073
0.000 1"Ice 4.189 1.861 0.099
RRUS 12 B4 B From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049
(R) 0.000 1/2"Ice 3.924 1.668 0.073
0.000 1"Ice 4.189 1.861 0.099
RRUS 12 B4 C From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049
(R) 0.000 1/2"Ice 3.924 1.668 0.073
0.000 I"Ice 4.189 1.861 0.099
(2)RCMDC-3315-PF-48 A From Leg 4.000 0.000 75.000 No Ice 4.326 2.557 0.032
(R) 0.000 1/2"Ice 4.609 2.794 0.062
0.000 1"Ice 4.901 3.040 0.097
RCMDC-3315-PF-48 B From Leg 4.000 0.000 75.000 No Ice 4.326 2.557 0.032
(R) 0.000 1/2"Ice 4.609 2.794 0.062
0.000 1"Ice 4.901 3.040 0.097
RCMDC-3315-PF-48 C From Leg 4.000 0.000 75.000 No Ice 4.326 2.557 0.032
(R) 0.000 1/2"Ice 4.609 2.794 0.062
0.000 I"Ice 4.901 3.040 0.097
(2)RRUS A2 B4 A From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022
(R) 0.000 1/2"Ice 2.777 0.716 0.035
0.000 1"Ice 3.000 0.861 0.051
RRUS A2 B4 B From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022
(R) 0.000 1/2"Ice 2.777 0.716 0.035
0.000 1"Ice 3.000 0.861 0.051
RRUS A2 B4 C From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022
(R) 0.000 1/2"Ice 2.777 0.716 0.035
0.000 1"Ice 3.000 0.861 0.051
RRUS B13 A From Leg 4.000 0.000 75.000 No Ice 3.256 1.379 0.051
(R) 0.000 1/2"Ice 3.498 1.558 0.072
0.000 1"Ice 3.749 1.745 0.096
(2)RRUS B13 B From Leg 4.000 0.000 75.000 No Ice 3.256 1.379 0.051
(R) 0.000 1/2"Ice 3.498 1.558 0.072
0.000 I"Ice 3.749 1.745 0.096
RRUS B13 C From Leg 4 000 0.000 75.000 No Ice 3.256 1.379 0.051
• (R) 0.000 1/2"Ice 3.498 1.558 0.072
0.000 1"Ice 3.749 1.745 0.096
RRUS A2 B13 A From Leg 4.000 0.000 75.000 No Ice 3.256 2.011 0.074
(R) 0.000 1/2"Ice 3.498 2.211 0.099
- 0.000 1"Ice 3.749 2.420 0.127
(2)RRUS A2 B13 B From Leg 4 000 0.000 75.000 No Ice 3.256 2.011 0.074
(R) 0.000 1/2"Ice 3.498 2.211 0.099
0.000 1"Ice 3.749 2.420 0.127
RRUS A2 B13 C From Leg 4.000 0.000 75.000 No Ice 3.256 2.011 0.074
(R) 0.000 1/2"Ice 3.498 2.211 0.099
0.000 1"Ice 3.749 2.420 0.127
RRUS 12 B2 A From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049
(R) 0.000 1/2"Ice 3.924 1.668 0073
0.000 1"Ice 4.189 1.861 0.099
Job Page
ti�1GTower 78875.005.01 -Progress, OR(BU#874140) 9 of 26
Project Date
B+T Group
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 lkanthetI
Description Face Offset Offsets: Azimuth Placement C.AA CAA., Weight
or Type Nor: Adjustment Front Side
Leg Lateral
Vert
ft ft ft" ft' K
ft
ft
(2)RRUS 12 B2 C From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049
(R) 0.000 1/2"Ice 3.924 1.668 0.073
0.000 1"Ice 4.189 1.861 0.099
RRUS A2 B2 A From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022
(R) 0.000 1/2"Ice 2.777 0.716 0.035
0.000 1"Ice 3.000 0.861 0.051
(2)RRUS A2 B2 C From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022
(R) 0.000 1/2"Ice 2.777 0.716 0.035
0.000 1"Ice 3.000 0.861 0.051
Platform Mount[LP 301-1] C None 0.000 75.000 No Ice 30.100 30.100 1.589
(R-4 M.P per sector) 1/2"Ice 40.800 40.800 2.029
1"Ice 51.500 51.500 2.470
*&&*
Pipe Mount[PM 601-1] A From Leg 0.500 0.000 65.000 No Ice 3.000 0.900 0.065
(R) 0.000 1/2"Ice 3.740 1.120 0.079
0.000 1"Ice 4.480 1.340 0.093
*&&*
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
' ft ° ° ft ft ft' K
HP2-23 A Paraboloid From 2.000 0.000 85.000 2.042 No Ice 3.274 0.027
(E) w/Shroud(HP) Leg 0.000 1/2"Ice 3.547 0.045
0.000 1"Ice 3.819 0.063
HP2-23 C Paraboloid From 2.000 -40.000 85.000 2.042 No Ice 3.274 0.027
' (E) w/Shroud(HP) Leg 0.000 1/2"Ice 3.547 0.045
0.000 1"Ice 3.819 0.063
*&&*
Radiowaves SPI-5.2 A Paraboloid From 1.000 90.000 65.000 1.000 No Ice 0.800 0.015
(R-Leg Per w/Shroud(HP) Leg 0.000 1/2"Ice 0.921 0.020
Application) 0.000 1"Ice 1.043 0.024 '
*&R:*
Load Combinations
Comb. Description
No.
1 Dead Only
2 1 2 Dead+1.6 Wind 0 deg-No Ice
3 0.9 Dead+l.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
• Job Page
tnxTower 78875.005.01 -Progress, OR (BU#874140) 10 of 26
B+T Group Project Date
17/75.Boulder,Suite 300
11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Comb. Description
No.
8 1.2 Dead+l.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+1.6 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
16 1.2 Dead+1.6 Wind 210 deg-No Ice
17 0.9 Dead+l.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+I.0 Wind 60 deg+1.0 Ice+1.0 Temp
30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp
31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp
32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp
33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp
35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp
36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp
37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp
38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp
39 Dead+Wind 0 deg-Service
40 Dead+Wind 30 deg-Service
41 Dead+Wind 60 deg-Service
42 Dead+Wind 90 deg-Service
43 Dead+Wind 120 deg-Service
44 Dead+Wind 150 deg-Service
45 Dead+Wind 180 deg-Service
46 Dead+Wind 210 deg-Service
47 Dead Wmd 240 deg-Service
48 Dead+Wind 270 deg-Service
49 Dead+Wind 300 deg-Service
50 Dead+Wind 330 deg-Service
Maximum Member Forces
Section Elevation Component Condition Gov. Axial Major Axis Minor Axis
No. ft Type Load Moment Moment
Comb. K kip ft kip ft
Ll 116- 100 Pole Max Tension 8 0.000 0.000 -0.000
Max.Compression 26 -3.162 0.085 0.299
Max.Mx 20 -0.849 19.095 0.586
Max.My 2 -0.840 0.489 19.324
Max.Vy 8 1.749 -19.066 -0.366
Max.Vx 2 -1.774 0.489 19.324
Max.Torque 12 0.061
L2 100-67.5 Pole Max Tension 1 0.000 0.000 0.000
Max.Compression 26 -33.471 -1.431 2.569
Max.Mx 8 -9.691 -337.197 -0.380
Page
tstxTower Job 78875.005.01 -Progress, OR (BU#874140) 11 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Section Elevation Component Condition Gov. Axial Major Axis Minor Axis
No. ft Type Load Moment Moment
Comb. K kip ft kip ft
Max.My 2 -9.617 1.896 347.089
Max.Vy 20 -18.221 336.972 2.743
Max.Vx 2 -18.673 1.896 347.089
Max.Torque 14 2.273
L3 67.5-51.0833 Pole Max Tension 1 0.000 0.000 0.000
Max.Compression 26 -38.418 -0.745 3.584
Max.Mx 20 -12.338 571.582 2.837 1
Max.My 2 -12.273 1.743 588.114
Max.Vy 20 -19.274 571.582 2.837
Max.Vx 2 -19.794 1.743 588.114
Max.Torque 14 2.279
L4 51.0833- Pole Max Tension I 0.000 0.000 0.000
32.25
Max.Compression 26 -48.675 0.670 5.028
Max.Mx 20 -18.249 1030.700 2.777
Max.My 2 -18.209 1.493 1058.968
Max.Vy 20 -21.010 1030.700 2.777
Max.Vx 2 -21.528 1.493 1058.968
Max.Torque 14 2.275
L5 32.25-0 Pole Max Tension 1 0.000 0.000 0.000
Max.Compression 26 -63.106 2.746 6.968
Max.Mx 20 -27.454 1741.008 2.702
Max.My 2 -27.453 1.244 1785.558
Max.Vy 20 -22.983 1741.008 2.702
Max.Vx 2 -23.485 1.244 1785.558
Max.Torque 14 2.270
Maximum Reactions
Location Condition Gov. Vertical Horizontal,X Horizontal,Z
Load K K K
Comb.
Pole Max.Vert 28 63.106 -1.356 2.397
Max.H. 20 27.474 22.959 -0.011
Max.H, 2 27.474 -0.022 23.460
Max.M. 2 1785.558 -0.022 23.460
Max.M, 8 1738.943 -22.950 0.065
Max.Torsion 14 2.267 0.004 -23.457
Min.Vert 11 20.605 -19.803 -11.795
Min.Ha 8 27.474 -22.950 0.065
Min.H, 14 27.474 0.004 -23.457
Min.M, 14 -1782.612 0.004 -23.457
Min.M, 20 -1741 008 22.959 -0.011
Min.Torsion 2 -2.171 -0.022 23.460
Tower Mast Reaction Summary
Load Vertical Shear, Shear, Overturning Overturning Torque
Combination Moment,M, Moment,Al
K K K kip ft kip ft kip ft
Dead Only 22.895 0.000 0.000 -1.066 0.583 -0.000
1.2 Dead+1.6 Wind 0 deg-No 27.474 0.022 -23.460 -1785.558 1.245 2.171
Ice
• Page
trtxTower Job 78875.005.01 -Progress, OR (BU#874140) 12 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
•
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Load Vertical Shear, Shear Overturning Overturning Torque
Combination Moment,M Moment,M
K K K kip ft kip ft kip ft
0.9 Dead+1.6 Wind 0 deg-No 20.605 0.022 -23.460 -1768.757 1.030 2.171
Ice
1.2 Dead+1.6 Wind 30 deg-No 27.474 12.619 -22.354 -1644.877 -920.839 1.611
Ice
0.9 Dead+1.6 Wind 30 deg-No 20.605 12.619 -22.354 -1629.631 -912.704 1.611
Ice
1.2 Dead+l.6 Wind 60 deg-No 27.474 19.960 -11.871 -904.908 -1512.599 1.251
Ice
0.9 Dead+1.6 Wind 60 deg-No 20.605 19.960 -11.871 -896.231 -1498.839 1.252
Ice
1.2 Dead+1.6 Wind 90 deg-No 27.474 22.950 -0.065 -4.681 -1738.943 0.175
Ice
0.9 Dead+1.6 Wind 90 deg-No 20.605 22.950 -0.065 -4.328 -1723.092 0.176
Ice
1.2 Dead+1.6 Wind 120 deg- 27.474 19.803 11.795 898.735 -1499.579 -0.727
No Ice
0.9 Dead+1.6 Wind 120 deg- 20.605 19.803 11.795 890.751 -1485.933 -0.725
No Ice
1.2 Dead+1.6 Wind 150 deg- 27.474 11.416 20.350 1548.069 -865.117 -1.745
No Ice
0.9 Dead+1.6 Wind 150 deg- 20.605 11.416 20.350 1534.105 -857.310 -1.744
No Ice
1.2 Dead+1.6 Wind 180 deg- 27.474 -0.004 23.457 1782.612 -1.183 -2.267
No Ice
0.9 Dead+1.6 Wind 180 deg- 20.605 -0.004 23.456 1766.501 -1.328 -2.266
No Ice
1.2 Dead+1.6 Wind 210 deg- 27.474 -12.622 22.353 1642.118 922.417 -1.692
No Ice
0.9 Dead+1.6 Wind 210 deg- 20.605 -12.622 22.353 1627.564 913.910 -1.692
No Ice
1.2 Dead+1.6 Wind 240 deg- 27.474 -19.940 11.880 902.934 1512.092 -1.344
No Ice
0.9 Dead+1.6 Wind 240 deg- 20.605 -19.940 11.880 894.946 1497.986 -1.345
No Ice
1.2 Dead+1.6 Wind 270 deg- 27.474 -22.959 0.011 -2.702 1741.008 -0.206
No Ice
0.9 Dead+1.6 Wind 270 deg- 20.605 -22.959 0.011 -2.320 1724.791 -0.208
No Ice
1.2 Dead+1.6 Wind 300 deg- 27.474 -19 823 -11.752 -897.495 1502.581 0.838
No Ice
0.9 Dead+1.6 Wind 300 deg- 20.605 -19.823 -11.752 -888.862 1488.560 0.837
No Ice
1.2 Dead+1.6 Wind 330 deg- 27.474 -11.402 -20.341 -1549.965 865.229 1.721
No Ice
0.9 Dead+1.6 Wind 330 deg- 20.605 -11.402 -20.341 -1535.325 857.069 1.720
No Ice
1.2 Dead+1.0 Ice+1.0 Temp 63.106 0.000 -0.000 -6.968 2.746 -0.000
1.2 Dead+1.0 Wind 0 deg+1.0 63.106 0.004 -2.580 -215.481 2.621 0.169
Ice+1.0 Temp
1.2 Dead+1.0 Wind 30 deg+1.0 63.106 1.356 -2.397 -198.372 -104.847 0.071
Ice+1.0 Temp
1.2 Dead+1.0 Wind 60 deg+1.0 63.106 2.169 -1.288 -114.892 -178.303 0.068
Ice+1.0 Temp
1.2 Dead+1.0 Wind 90 deg+1.0 63.106 2.591 -0.008 -7.541 -209.779 -0.020
Ice+1.0 Temp
1.2 Dead+1.0 Wind 120 63.106 2.082 1.236 96.126 -169.868 -0.081
deg+1.0 Ice+1.0 Temp
1.2 Dead+1.0 Wind 150 63.106 1.159 2.066 167.195 -94.613 -0.149
deg+1.0 Ice+1.0 Temp
1.2 Dead+1.0 Wind 180 63.106 -0.002 2.580 201.393 2.770 -0.175
deg+1.0 Ice+1.0 Temp
Page
tnxTower Job 78875.005.01 -Progress, OR(BU#874140) 13 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Load Vertical Shear, Shear Overturning Overturning Torque
Combination Moment,Sl. Moment.M
K K K kip ft kip ft kip ft
1.2 Dead+1.0 Wind 210 63.106 -1.357 2.397 184.301 110.402 -0.078
deg+1.0 Ice+1.0 Temp
1.2 Dead+l.0 Wind 240 63.106 -2.168 1.289 100.902 183.661 -0.078
deg+1.0 Ice+1.0 Temp
1.2 Dead+1.0 Wind 270 63.106 -2.592 0.003 -6.970 215.384 0.014
deg+1.0 Ice+1.0 Temp
1.2 Dead+1.0 Wind 300 63.106 -2 084 -1.232 -109.821 175.571 0.091
deg+1.0 Ice+1.0 Temp
1.2 Dead+l.0 Wind 330 63.106 -1.158 -2.066 -181.188 100.034 0.149
deg+1.0 Ice+1.0 Temp
Dead+Wind 0 deg-Service 22.895 0.005 -5.461 -414.532 0.711 0.514
Dead+Wind 30 deg-Service 22.895 2.937 -5.203 -381.996 -212.985 0.479
Dead+Wind 60 deg-Service 22.895 4.646 -2.763 -210.461 -350.050 0.292
Dead+Wind 90 deg-Service 22.895 5.342 -0.015 -1.877 -402.477 0.038
Dead+Wind 120 deg-Service 22.895 4.609 2.745 207.442 -347.025 -0.171
Dead+Wind 150 deg-Service 22.895 2.657 4.737 357.910 -200.032 -0.409
Dead+Wind 180 deg-Service 22.895 -0.001 5.460 412.264 0.151 -0.531
Dead+Wind 210 deg-Service 22.895 -2.938 5.203 379.775 214.199 -0.497
Dead+Wind 240 deg-Service 22.895 -4.641 2.765 208.423 350.784 -0.319
Dead+Wind 270 deg-Service 22.895 -5.344 0.003 -1.415 403.812 -0.051
Dead+Wind 300 deg-Service 22.895 -4.614 -2.735 -208.740 348.575 0.197
Dead+Wind 330 deg-Service 22.895 -2.654 -4.735 -359.937 200.909 0.408
Solution Summary
Sum of Applied Forces Sum of Reactions
Load PX PY PZ PX PY PZ %Error
Comb. K K K K K K
1 0.000 -22.895 0.000 0.000 22.895 0.000 0.000%
2 0.022 -27.474 -23.460 -0.022 27.474 23.460 0.000%
3 0.022 -20.605 -23.460 -0.022 20.605 23.460 0.000%
4 12.619 -27.474 -22.354 -12.619 27.474 22.354 0.000%
5 12.619 -20.605 -22.354 -12.619 20.605 22.354 0.000%
6 19.960 -27.474 -11.871 -19.960 27.474 11.871 0.000%
7 19.960 -20.605 -11.871 -19.960 20.605 11.871 0.000%
8 22.950 -27.474 -0.065 -22.950 27.474 0.065 0.000%
9 22.950 -20.605 -0.065 -22.950 20.605 0.065 0.000%
10 19.803 -27.474 11.795 -19.803 27.474 -11.795 0.000%
11 19.803 -20.605 11.795 -19.803 20.605 -11.795 0.000%
12 11.416 -27.474 20.350 -11.416 27.474 -20.350 0.000%
13 11.416 -20.605 20.350 -11.416 20.605 -20.350 0.000%
14 -0.004 -27.474 23.456 0.004 27.474 -23.457 0.000%
15 -0.004 -20.605 23.456 0.004 20.605 -23.456 0.000%
16 -12.622 -27.474 22.353 12.622 27.474 -22.353 0.000%
17 -12.622 -20.605 22.353 12.622 20.605 -22.353 0.000%
18 -19.940 -27.474 11.880 19.940 27.474 -11.880 0.000%
19 -19.940 -20.605 11.880 19.940 20.605 -11.880 0.000%
20 -22.959 -27.474 0.011 22.959 27.474 -0.011 0.000%
21 -22.959 -20.605 0.011 22.959 20.605 -0.011 0.000%
22 -19.823 -27.474 -11.752 19.823 27.474 11.752 0.000%
23 -19.823 -20.605 -11.752 19.823 20.605 11.752 0.000%
24 -11.402 -27.474 -20.341 11.402 27.474 20.341 0.000%
25 -11.402 -20.605 -20.341 11.402 20.605 20.341 0.000%
26 0.000 -63.106 0.000 -0.000 63.106 0.000 0.000%
27 0.004 -63.106 -2.580 -0.004 63.106 2.580 0.000%
28 1.356 -63.106 -2.397 -1356 63.106 2.397 0.000%
29 2.169 -63.106 -1.288 -2.169 63.106 1.288 0.000%
30 2.591 -63.106 -0.008 -2.591 63.106 0.008 0.000%
Pa
trtxTower 78875.005.01 -Progress, OR (BU#874140) Page
14 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(9/8)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Sum of Applied Forces Sum of Reactions
Load PX PY PZ PX PY PZ %Error
Comb. K K K K K K
31 2.082 -63.106 1.236 -2.082 63.106 -1.236 0.000%
32 1.159 -63.106 2.066 -1.159 63.106 -2.066 0.000%
33 -0.002 -63.106 2.580 0.002 63.106 -2.580 0.000%
34 -1.357 -63.106 2.397 1.357 63.106 -2.397 0.000%
35 -2.168 -63.106 1.289 2.168 63.106 -1.289 0.000%
36 -2.592 -63.106 0.003 2.592 63.106 -0.003 0.000%
37 -2.084 -63.106 -1.232 2.084 63.106 1.232 0.000%
38 -1.158 -63.106 -2.066 1.158 63.106 2.066 0.000%
39 0.005 -22.895 -5.461 -0.005 22.895 5.461 0.000%
40 2.937 -22.895 -5.203 -2.937 22.895 5.203 0.000%
41 4.646 -22.895 -2.763 -4.646 22.895 2.763 0.000%
42 5.342 -22.895 -0.015 -5.342 22.895 0.015 0.000%
43 4.609 -22.895 2.745 -4.609 22.895 -2.745 0.000%
44 2.657 -22.895 4.737 -2.657 22.895 -4.737 0.000%
45 -0.001 -22.895 5.460 0.001 22.895 -5.460 0.000%
46 -2.938 -22.895 5.203 2.938 22.895 -5.203 0.000%
47 -4.641 -22.895 2.765 4.641 22.895 -2.765 0.000%
48 -5.344 -22.895 0.003 5.344 22.895 -0.003 0.000%
49 -4.614 -22.895 -2.735 4.614 22.895 2.735 0.000%
50 -2.654 -22.895 -4.735 2.654 22.895 4.735 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 5 0.00000001 0.00011526
3 Yes 5 0.00000001 0.00004991
4 Yes 6 0.00000001 0.00005139
5 Yes 5 0.00000001 0.00050974
6 Yes 6 0.00000001 0.00004566
7 Yes 5 0.00000001 0.00045588
8 Yes 4 0.00000001 0.00044216
9 Yes 4 0.00000001 0.00020847
10 Yes 6 0.00000001 0.00004559
11 Yes 5 0.00000001 0.00045592
12 Yes 6 0.00000001 0.00004947
13 Yes 5 0.00000001 0.00049391
14 Yes 5 0.00000001 0.00013007
15 Yes 5 0.00000001 0.00005617
16 Yes 6 0.00000001 0.00004613
17 Yes 5 0.00000001 0.00045758
18 Yes 6 0.00000001 0.00004883
' 19 Yes 5 0.00000001 0.00048793
20 Yes 4 0.00000001 0.00052494
21 Yes 4 0.00000001 0.00026658
22 Yes 6 0.00000001 0.00004806
23 Yes 5 0.00000001 0.00048020
24 Yes 6 0.00000001 0.00004419
25 Yes 5 0.00000001 0.00044075
26 Yes 4 0.00000001 0.00014932
27 Yes 5 0.00000001 0.00045213
28 Yes 5 0.00000001 0.00049994
29 Yes 5 0.00000001 0.00048352
30 Yes 5 0.00000001 0.00044455
31 Yes 5 0.00000001 0.00042940
Job• e
g Pa
tnxTower78875.005.01 -Progress, OR (BU#874140) 15 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
32 Yes 5 0.00000001 0.00042430
33 Yes 5 0.00000001 0.00041026
34 Yes 5 0.00000001 0.00045892
35 Yes 5 0.00000001 0.00045344
36 Yes 5 0.00000001 0.00044378
37 Yes 5 0.00000001 0.00045816
38 Yes 5 0.00000001 0.00046248
39 Yes 4 0.00000001 0.00021482
40 Yes 4 0.00000001 0.00072740
41 Yes 4 0.00000001 0.00051616
42 Yes 4 0.00000001 0.00004923
43 Yes 4 0.00000001 0.00050463
44 Yes 4 0.00000001 0.00064122
45 Yes 4 0.00000001 0.00022377
46 Yes 4 0.00000001 0.00052796
47 Yes 4 0.00000001 0.00060621
48 Yes 4 0.00000001 0.00004990
49 Yes 4 0.00000001 0.00058961
50 Yes 4 0.00000001 0.00048609
Maximum Tower Deflections - Service Wind
Section Elevation Hor:. Gov. Tilt Twist
No. Deflection Load
ft in Comb. °
LI 116-100 23.243 40 1.734 0.006
L2 100-67.5 17.484 40 1.686 0.006 1
L3 67.5-51.0833 7.691 40 1.052 0.003
L4 55-32.25 5.157 40 0.878 0.002
L5 32.25-0 1.743 40 0.523 0.001
Critical Deflections and Radius of Curvature - Service Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft Comb. in 0 0ft
119.000 Lightning Rod 5/8"x 6' 40 23.243 1.734 0.006 22242
114.000 H B-X-ID-19-65-00T 40 22.514 1.735 0.006 22242
110.000 Pipe Mount[PM 601-11 40 21.060 1.734 0.006 18535
97.000 (2)TMBXX-6516-R2M 40 16.440 1.650 0.006 5749
85.000 HP2-23 40 12.485 1.425 0.005 3382
75.000 (3)WBX045TI9X000 40 9.570 1.199 0.004 2514
65.000 RadiowavesSPl-5.2 40 7.132 1.012 0.003 2454
Maximum Tower Deflections - Design Wind
Section Elevation Norf. Gov. Tilt Twist
No. Deflection Load
ft in Comb. ° 0
L 1 1 16-100 99.774 4 7.451 0.029
L2 100-67.5 75.138 4 7.246 0.027
• Job
Page
tnxTower 78875.005.01 -Progress, OR(BU#874140) 16 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa.OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Section Elevation Hor:. Gov. Tilt Twist
No. Deflection Load
ft in Comb. I
L3 67.5-51.0833 33.125 4 4.532 0.014
L4 55-32.25 22.221 4 3.785 0.009
L5 32.25-0 7.513 4 2.255 0.004
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 Rod 5/8"x 6' 4 99.774 7.451 0.029 5428
114.000 HB-X-ID-19-65-00T 4 96.657 7.455 0.029 5428
110.000 Pipe Mount[PM 601-1] 4 90.437 7.452 0.028 4523
97.000 (2)TMBXX-6516-R2M 4 70.667 7.093 0.026 1393
85.000 HP2-23 4 53.712 6.130 0.022 811
75.000 (3)WBX045TI9X000 4 41.201 5.165 0.017 598
65.000 Radiowaves SPI-5.2 4 30.721 4.361 0.013 579
Compression Checks
Pole Design Data
Section Elevation Si=e L L„ Kl/r A P„ 4P„ Ratio
No. P„
ft ft ft int K K 4)P„
LI 116-115 TPI4.14x11.26x0.188 16.000 0.000 0.0 6.794 -0.063 500.763 0.000
115- 114 6.902 -0.090 508.774 0.000
1 14- 113 7.011 -0.380 516.784 0.001
113- 112 7.120 -0.408 524.795 0.001
112- I 1 1 7.228 -0.437 532.805 0.001
1 l 1- 110 7.337 -0.466 540.816 0.001
110- 109 7.446 -0.564 548.826 0.001
109-108 7.554 -0.594 556.836 0.001
108- 107 7.663 -0.617 564.847 0.001
107- 106 7.772 -0.647 572.857 0.001
106- 105 7.880 -0.678 580.868 0.001
105-104 7.989 -0.710 588.878 0.001
104-103 8.098 -0.742 596.889 0.001
103- 102 8.206 -0.774 604.899 0.001
102- 101 8.315 -0.807 612.910 0.001
101- 100 8.424 -0.840 620.920 0.001
L2 100-98.375 TPI9.987x14.14x0.219 32.500 0.000 0.0 10.012 -0.933 737.962 0.001
98.375-96.75 10.218 -3.388 753.140 0.004
96.75-95.125 10.424 -3.489 768.318 0.005
95.125-93.5 10.629 -3.594 783.495 0.005
93.5-91.875 10.835 -3.701 798.673 0.005
91.875-90.25 11.041 -3.812 813.851 0.005
90.25-88.625 11.247 -3.925 829.029 0.005
88.625-87 11.453 -4.040 844.207 0.005
87-85.375 11.659 -4.130 859.385 0.005
85.375-83.75 I 1.865 -4.728 874.562 0.005
• Job Page
m xTower 78875.005.01 -Progress, OR (BU#874140) 17 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Section Elevation Size L L„ Kl/r A Pu 4P„ Ratio
No. P„
ft ft ft in' K K (OP
83.75-82.125 12.071 -4.854 889.740 0.005
82.125-80.5 12.277 -4.982 904.918 0.006
80.5-78.875 12.483 -5.114 920.096 0.006
78.875-77.25 12.689 -5.249 935.274 0.006
77.25-75.625 12.894 -5.386 950.451 0.006
75.625-74 13.100 -8.824 965.629 0.009
74-72.375 13.306 -8.997 980.807 0.009
72.375-70.75 13.512 -9.176 993.708 0.009
70.75-69.125 13.718 -9.361 1004.030 0.009
69.125-67.5 13.924 -9.553 1014.200 0.009
L3 67.5-66.4583 TP22.94x19.987x0.631 16.417 0.000 0.0 39.709 -9.780 1881.850 0.005
66.4583- 40.090 -9.979 1899.890 0.005
65.4167
65.4167- 40.470 -10.267 1917.940 0.005
64.375
64.375- 40.851 -10.471 1935.980 0.005
63.3333
63.3333- 41.232 -10.678 1954.030 0.005
62.2917
62.2917- 41.613 -10.886 1972.070 0.006
61.25
61.25- 41.993 -11.096 1990.120 0.006
60.2083
60.2083- 42.374 -11.309 2008.160 0.006
59.1667
59.1667- 42.755 -11.523 2026.200 0.006
58.125
58.125- 43.136 -11.739 2044.250 0.006
57.0833
57.0833- 43.516 -11.957 2062.290 0.006
56.0417
56.0417-55 43.897 -12.178 2080.340 0.006
55-51.0833 45.329 -6.923 2148.190 0.003
L4 55-51.0833 TP25.894x21.798x0.625 22.750 0.000 0.0 44.054 -6.682 2099.610 0.003
51.0833- 44.433 -13.850 2117.690 0.007
50.037
50.037- 44.813 -14.085 2135.770 0.007
48.9907
48.9907- 45.192 -14.322 2153.850 0.007
47.9444
47.9444- 45.571 -14.561 2171.920 0.007
46.8981 I
46.8981- 45.951 -14.802 2190.000 0.007
45.8519
45.8519- 46.330 -15.044 2208.080 0.007
44.8056
44.8056- 46.709 -15.289 2226.160 0.007
43.7593
43.7593- 47.089 -15.536 2244.240 0.007
42.713
42.713- 47.468 -15.784 2262.320 0.007
41.6667
41.6667- 47.847 -16.035 2280.390 0.007
40.6204
40.6204- 48.226 -16.287 2298.470 0.007
39.5741
39.5741- 48.606 -16.541 2316.550 0.007
38.5278
38.5278- 48.985 -16.797 2334.630 0.007
37.4815
• Job Page
tnxTower 78875.005.01 -Progress, OR (BU#874140) 18 of 26
• B+T Group Project Date
1717 S.Boulder.Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Section Elevation Si=e L L„ Kl/r A P„ OP„ Ratio
No. P.
ft ft ft in' K K Op
37.4815- 49.364 -17.054 2352.710 0.007
36.4352
36.4352- 49.744 -17.314 2370.780 0.007
35.3889
35.3889- 50.123 -17.576 2388.860 0.007
34.3426
34.3426- 50.502 -17.839 2406.940 0.007
33.2963
33.2963- 50.882 -18.104 2425.020 0.007
32.25
L5 32.25- TP31.7x25.894x0.655 32.250 0.000 0.0 53.827 -18.524 2616.360 0.007
30.6375
30.6375- 54.440 -18.956 2646.110 0.007
29.025
29.025- 55.052 -19.393 2675.860 0.007
27.4125
27.4125-25.8 55.664 -19.834 2705.610 0.007
25.8-24.1875 56.276 -20.279 2735.370 0.007
24.1875- 56.888 -20.728 2765.120 0.007
22.575
22.575- 57.500 -21.182 2794.870 0.008
20.9625
20.9625- 58.112 -21.639 2824.620 0.008
19.35
19.35- 58.724 -22.101 2854.380 0.008
17.7375
17.7375- 59.336 -22.567 2884.130 0.008
16.125
16.125- 59.949 -23.037 2913.880 0.008
14.5125
14.5125-12.9 60.561 -23.511 2943.630 0.008
12.9- 11.2875 61.173 -23.989 2973.380 0.008
11.2875- 61.785 -24.471 3003.140 0.008
9.675
9.675-8.0625 62.397 -24.958 3032.890 0.008
8.0625-6.45 63.009 -25.448 3062.640 0.008
6.45-4.8375 63.621 -25.942 3092.390 0.008
4.8375-3.225 64.233 -26.441 3122.150 0.008
3.225- 1.6125 64.845 -26.943 3151.900 0.009
1.6125-0 65.457 -27.449 3181.650 0.009
Pole Bending Design Data
Section Elevation Si=e Al,. OM,,,. Ratio M,,,. OM,,,. Ratio
No. M,,u M,,
ft kip ft kip ft OM,,,. kip ft kip ft OM,,,.
LI 116-115 TPI4.14x11.26x0.188 0.106 113.810 0.001 0.000 113.810 0.000
115- 1 14 0.213 117.510 0.002 0.000 117.510 0.000
114- 113 1.796 121.270 0.015 0.000 121.270 0.000
113- 112 2.742 125.089 0.022 0.000 125.089 0.000
112- 111 3.742 128.968 0.029 0.000 128.968 0.000
111 - 110 4.796 132.905 0.036 0.000 132.905 0.000
110- 109 6.024 136.902 0.044 0.000 136.902 0.000
109- 108 7.272 140.958 0.052 0.000 140.958 0.000
108- 107 8.603 145.072 0.059 0.000 145.072 0.000
107- 106 9.998 149 247 0.067 0.000 149.247 0.000
Page
tnxTower Job 78875.005.01 -Progress, OR (BU#874140) 19 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Section Elevation Sice Al,,.. 01V,, Ratio M,. 4M, Ratio
No. Mx M„
ft kip-ft kip-ft (1)111,,.< kip-ft kip-ft 0M,
106-105 11.451 153.480 0.075 0.000 153.480 0.000
105-104 12.962 157.773 0,082 0.000 157.773 0.000
104-103 14.532 162.124 0.090 0.000 162.124 0.000
103-102 16.163 166.536 0.097 0.000 166.536 0.000
102-101 17.854 171.006 0.104 0.000 171.006 0.000
101-100 19.606 175.536 0.112 0.000 175.536 0.000
L2 100-98.375 TP19.987x14.14x0219 22.593 212.119 0.107 0.000 212.119 0.000
98.375-96.75 35.742 221.002 0.162 0.000 221.002 0.000
96.75-95.125 46.625 230.067 0.203 0.000 230.067 0.000
95.125-93.5 57.678 239.313 0.241 0.000 239.313 0.000
93.5-91.875 68.903 248.743 0.277 0.000 248.743 0.000
91.875-90.25 80.300 258.354 0.311 0.000 258.354 0.000
90.25-88.625 91.870 268.148 0.343 0.000 268.148 0.000
88.625-87 103.615 278.124 0.373 0.000 278.124 0.000
87-85.375 115.616 288.283 0.401 0.000 288.283 0.000
85.375-83.75 128.702 298.623 0.431 0.000 298.623 0.000
83.75-82.125 143.388 309.145 0.464 0.000 309.145 0.000
82.125-80.5 158.270 319.850 0.495 0.000 319.850 0.000
80.5-78.875 173.349 330.737 0.524 0.000 330.737 0.000
78.875-77.25 188.628 341.806 0.552 0.000 341.806 0.000
77.25-75.625 204.104 353.058 0.578 0.000 353.058 0.000
75.625-74 228.676 364.492 0.627 0.000 364.492 0.000
74-72.375 258.738 376.108 0.688 0.000 376.108 0.000
72.375-70.75 288.982 387.018 0.747 0.000 387.018 0.000
70.75-69.125 319.404 397.064 0.804 0.000 397.064 0.000
69.125-67.5 350.003 407.176 0.860 0.000 407.176 0.000
L3 67.5-66.4583 TP22.94x19.987x0.631 369.736 731.562 0.505 0.000 731.562 0.000
66.4583- 389.597 745.880 0.522 0.000 745.880 0.000
65.4167
65.4167- 409.794 760.337 0.539 0.000 760.337 0.000
64.375
64.375- 430.057 774.933 0.555 0.000 774.933 0.000
63.3333
63.3333- 450.449 789.668 0.570 0.000 789.668 0.000
62.2917
62.2917- 470.973 804.543 0.585 0.000 804.543 0.000
61.25
61.25- 491.627 819.555 0.600 0.000 819.555 0.000
60.2083
60.2083- 512.412 834.708 0.614 0.000 834.708 0.000
59.1667
59.1667- 533.329 850.000 0.627 0.000 850.000 0.000
58.125
58.125- 554.379 865.425 0.641 0.000 865.425 0.000
57.0833
57.0833- 575.562 880.992 0.653 0.000 880.992 0.000
56.0417
- 56.0417-55 596.879 896.700 0.666 0.000 896.700 0.000
55-51.0833 350.883 957.000 0.367 0.000 957.000 0.000
L4 55-51.0833 TP25.894x21.798x0.625 327.492 917.017 0.357 0.000 917.017 0.000
51.0833- 700.498 933.092 0.751 0.000 933.092 0.000
50.037
50.037- 722.743 949.317 0.761 0.000 949.317 0.000
48.9907
48.9907- 745.109 965.675 0.772 0.000 965.675 0.000
47.9444
47.9444- 767.597 982.175 0.782 0.000 982.175 0.000
46.8981
46.8981- 790.208 998.817 0.791 0.000 998.817 0.000
45.8519
Job• Page
m Tower78875.005.01 -Progress, OR (BU#874140)
x 20 of 26
B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 Ikantheti
Section Elevation Size Mu, Om,,,, Ratio M. Wry Ratio
No. Ma,.
ft kip-ft kip-ft 0M,< kip-ft kip-ft 4M,,.
45.8519- 812.942 1015.592 0.800 0.000 1015.592 0.000
44.8056
44.8056- 835.800 1032.517 0.809 0.000 1032.517 0.000
43.7593
43.7593- 858.775 1049.575 0.818 0.000 1049.575 0.000
42.713
42.713- 881.883 1066.775 0.827 0.000 1066.775 0.000
41.6667
41.6667- 905.108 1084.117 0.835 0.000 1084.117 0.000
40.6204
40.6204- 928.467 1101.592 0.843 0.000 1101.592 0.000
39.5741
39.5741- 951.942 1119.217 0.851 0.000 1119.217 0.000
38.5278
38.5278- 975.550 1136.975 0.858 0.000 1136.975 0.000
37.4815
37.4815- 999.283 1154.875 0.865 0.000 1154.875 0.000
36.4352
36.4352- 1023.142 1172.908 0.872 0.000 1172.908 0.000
35.3889
35.3889- 1047.125 1191.092 0.879 0.000 1 19 1.092 0.000
34.3426
34.3426- 1071.233 1209.408 0.886 0.000 1209.408 0.000
33.2963
33.2963- 1095.475 1227.867 0.892 0.000 1227.867 0.000
32.25
L5 32.25- TP3 L7x25.894x0.655 1133.033 1337.250 0.847 0.000 1337.250 0.000
30.6375
30.6375- 1170.808 1368.217 0.856 0.000 1368.217 0.000
29.025
29.025- 1208.792 1399.542 0.864 0.000 1399.542 0.000
27.4125
27.4125-25.8 1246.983 1431.225 0.871 0.000 1431.225 0.000
25.8-24.1875 1285.383 1463.258 0.878 0.000 1463.258 0.000
24.1875- 1323.992 1495.650 0.885 0.000 1495.650 0.000
22.575
22.575- 1362.800 1528.392 0.892 0.000 1528.392 0.000
20.9625
20.9625- 1401.817 1561.492 0.898 0.000 1561.492 0.000
19.35
19.35- 1441.025 1594.950 0.903 0.000 1594.950 0.000
17.7375
17.7375- 1480.433 1628.758 0.909 0.000 1628.758 0.000
16.125
16.125- 1520.042 1662.925 0.914 0.000 1662.925 0.000
14.5125
14.5125-12.9 1559.842 1697.442 0.919 0.000 1697.442 0.000
- 12.9- 11.2875 1599.842 1732.317 0.924 0.000 1732.317 0.000
11.2875- 1640.033 1767.542 0.928 0.000 1767.542 0.000
9.675
9.675-8.0625 1680.408 1803.125 0.932 0.000 1803.125 0.000
8.0625-6.45 1720.975 1839.058 0.936 0.000 1839.058 0.000
6.45-4.8375 1761.725 1875.350 0.939 0.000 1875.350 0.000
4.8375-3.225 1802.667 1912.000 0.943 0.000 1912.000 0.000
3.225-1.6125 1843.783 1949.000 0.946 0.000 1949.000 0.000
1.6125-0 1885.092 1986.358 0.949 0.000 1986.358 0.000
Job• e
g Pa
tnxTower78875.005.01 -Progress, OR(BU#874140) 21 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 Ikantheti
Pole Shear Design Data
Section Elevation Si=e Actual (06'„ Ratio Actual (1)T„ Ratio
No. l;, V„ T T
ft K K U kip ft kip ft (1)T,
LI 116-115 TP14.14x11.26x0.188 0.078 250.382 0.000 0.000 230.771 0.000
115-114 0.134 254.387 0.001 0.000 238.274 0.000
114-113 0.923 258.392 0.004 0.002 245.898 0.000
113- 112 0.976 262.397 0.004 0.002 253.642 0.000
112-111 1.030 266.403 0.004 0.002 261.505 0.000
111- 110 1.084 270.408 0.004 0.002 269.489 0.000
110- 109 1.217 274.413 0.004 0.044 277.593 0.000
109-108 1.273 278.418 0.005 0.044 285.817 0.000
108- 107 1.364 282.423 0.005 0.038 294.161 0.000
107- 106 1.421 286.429 0.005 0.038 302.625 0.000
106-105 1.479 290.434 0.005 0.038 311.209 0.000
105- 104 1.538 294.439 0.005 0.038 319.913 0.000
104-103 1.598 298.444 0.005 0.038 328.738 0.000
103-102 1.658 302.450 0.005 0.038 337.683 0.000
102-101 1.719 306.455 0.006 0.038 346.747 0.000
101-100 1.781 310.460 0.006 0.038 355.932 0.000
L2 100-98.375 TP19.987x14.14x0.219 1.886 368.981 0.005 0.038 430.111 0.000
98.375-96.75 6.641 376.570 0.018 0.357 448.123 0.001
96.75-95.125 6.746 384.159 0.018 0.357 466.503 0.001
95.125-93.5 6.852 391.748 0.017 0.357 485.253 0.001
93.5-91.875 6.958 399.337 0.017 0.357 504.373 0.001
91.875-90.25 7.065 406.926 0.017 0.357 523.862 0.001
90.25-88.625 7.172 414.514 0.017 0.356 543.721 0.001
88.625-87 7.280 422.103 0.017 0.356 563.948 0.001
87-85.375 7.449 429.692 0.017 0.001 584.546 0.000
85.375-83.75 8.981 437.281 0.021 0.390 605.513 0.001
83.75-82.125 9.102 444.870 0.020 0.390 626.850 0.001
82.125-80.5 9.224 452.459 0.020 0.390 648.556 0.001
80.5-78.875 9.346 460.048 0.020 0.390 670.632 0.001
78.875-77.25 9.469 467.637 0.020 0.391 693.077 0.001
77.25-75.625 9.592 475.226 0.020 0.391 715.891 0.001
75.625-74 18.457 482.815 0.038 2.114 739.075 0.003
74-72.375 18.570 490.404 0.038 2.113 762.628 0.003
72.375-70.75 18.682 496.854 0.038 2.112 784.753 0.003
70.75-69.125 18.793 502.014 0.037 2.111 805.122 0.003
69.125-67.5 18.902 507.102 0.037 2.110 825.625 0.003
L3 67.5-66.4583 TP22.94x19.987x0.631 19.010 940.924 0.020 2.110 1483.375 0.001
66.4583- 19.134 949.946 0.020 2.098 1512.408 0.001
65.4167
65.4167- 19.396 958.969 0.020 2.086 1541.725 0.001
64.375
64.375- 19.520 967.991 0.020 2.010 1571.325 0.001
63.3333
63.3333- 19.645 977.013 0.020 1.998 1601.200 0.001
- 62.2917
62.2917- 19.771 986.036 0.020 1.986 1631.358 0.001
61.25
61.25- 19.897 995.058 0.020 1.974 1661.800 0.001
60.2083
60.2083- 20.023 1004.080 0.020 1.961 1692.525 0.001
59.1667
59.1667- 20.151 1013.100 0.020 1.949 1723.525 0.001
58.125
58.125- 20.279 1022.120 0.020 1.936 1754.817 0.001
57.0833
57.0833- 20.407 1031.150 0.020 1.924 1786.383 0.001
56.0417
Job e
•
g Pa
tnxTower 78875.005.01 -Progress, OR (BU#874140) 22 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 Ikantheti
Section Elevation Si_e Actual d1V Ratio Actual 4T Ratio
No. V V„ T„ T„
ft K K +V kip ft kip ft +T,,
56.0417-55 20.536 1040.170 0.020 1.911 1818.233 0.001
55-51.0833 11.035 1074.090 0.010 0.993 1940.500 0.001
L4 55-51.0833 TP25.894x21.798x0.625 10.068 1049.810 0.010 0.905 1859.417 0.000
51.0833- 21.212 1058.840 0.020 1.850 1892.025 0.001
50.037
50.037- 21.328 1067.880 0.020 1.837 1924.917 0.001
48.9907
48.9907- 21.444 1076.920 0.020 1.825 1958.083 0.001
47.9444
47.9444- 21.561 1085.960 0.020 1.813 1991.542 0.001
46.8981
46.8981- 21.679 1095.000 0.020 1.800 2025.283 0.001
45.8519
45.8519- 21.797 1104.040 0.020 1.787 2059.308 0.001
44.8056
44.8056- 21.915 1113.080 0.020 1.775 2093.617 0.001
43.7593
43.7593- 22.033 1122.120 0.020 1.762 2128.208 0.001
42.713
42.713- 22.152 1131.160 0.020 1.749 2163.083 0.001
41.6667
41.6667- 22.272 1140.200 0.020 1.736 2198.250 0.001
40.6204
40.6204- 22.391 1149.240 0.019 1.723 2233.692 0.001
39.5741
39.5741- 22.511 1158.280 0.019 1.709 2269.417 0.001
38.5278
38.5278- 22.632 1167.310 0.019 1.696 2305.425 0.001
37.4815
37.4815- 22.753 1176.350 0.019 1.682 2341.717 0.001
36.4352
36.4352- 22.874 1185.390 0.019 1.669 2378.292 0.001
35.3889
35.3889- 22.996 1194.430 0.019 1.655 2415.158 0.001
34.3426
34.3426- 23.118 1203.470 0.019 1.642 2452.300 0.001
33.2963
33.2963- 23.240 1212.510 0.019 1.628 2489.725 0.001
32.25
L5 32.25- TP31.7x25.894x0.655 23.379 1308.180 0.018 1.614 2711.517 0.001
30.6375
30.6375- 23.510 1323.050 0.018 1.614 2774.317 0.001
29.025
29.025- 23.641 1337.930 0.018 1.613 2837.842 0.001
27.4125
27.4125-25.8 23.770 1352.810 0.018 1.613 2902.075 0.001
25.8-24.1875 23.898 1367.680 0.017 1.613 2967.033 0.001
- 24.1875- 24.026 1382.560 0.017 1.613 3032.708 0.001
22.575
22.575- 24.152 1397.440 0.017 1.612 3099.108 0.001
20.9625
- 20.9625- 24.277 1412.310 0.017 1.612 3166.225 0.001
19.35
19.35- 24.401 1427.190 0.017 1.612 3234.058 0.000
17.7375
17.7375- 24.524 1442.060 0.017 1.612 3302.608 0.000
16.125
16.125- 24.646 1456.940 0.017 1.612 3371.883 0.000
14.5125
14.5125-12.9 24.767 1471.820 0.017 1.612 3441.875 0.000
Page
tnxTower Job 78875.005.01 -Progress, OR (BU#874140) 23 of 26
B+T Group Project Date
/717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 741/9 Client Designed by
. Phone:(918)587-4630 Crown Castle
IkanthetI
FAX:(918)295-0265
Section Elevation Si_e Actual d11;, Ratio Actual 4T, Ratio
No. 1„ 1„ T. 7'.
ft K K (OU, kip-ft kip-ft OT,
12.9-11.2875 24.887 1486.690 0.017 1.611 3512.592 0.000
11.2875- 25.006 1501.570 0.017 1.611 3584.017 0.000
9.675
9.675-8.0625 25.123 1516.440 0.017 1.611 3656.167 0.000
8.0625-6.45 25.240 1531.320 0.016 1.611 3729.042 0.000
6.45-4.8375 25.355 1546.200 0.016 1.611 3802.625 0.000
4.8375-3.225 25.470 1561.070 0.016 1.611 3876.933 0.000
3.225-1.6125 25.584 1575.950 0.016 1.611 3951.967 0.000
1.6125-0 25.696 1590.830 0.016 1.611 4027.708 0.000
Pole Interaction Design Data
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. P. A, g,„ V T. Stress Stress
ft OP„ 4M,., OM •v, OT Ratio Ratio
LI 116- 115 0.000 0.001 0.000 0.000 0.000 0.001 1.000
4.82
115-1 14 0.000 0.002 0.000 0.001 0.000 0.002 1.000
4.8.2 V
V
114- 113 0.001 0.015 0.000 0.004 0.000 0.016 1.000
4.8.2 V
i/
113-112 0.001 0.022 0.000 0.004 0.000 0.023 1.000
4.8.2
iolV
112- 111 0.001 0.029 0.000 0.004 0.000 0.030 1.000
4.82
I 1 l- 110 0.001 0.036 0.000 0.004 0.000 0.037 1.000 482 V
110-109 0.001 0.044 0.000 0.004 0.000 0.045 1.000 4.82
V
V
109- 108 0.001 0.052 0.000 0.005 0.000 0.053 1.000 4.8.2
V
108-107 0.001 0.059 0.000 0.005 0.000 0.060 1.000 482
V
107- 106 0.001 0.067 0.000 0.005 0.000 0.068 1.000
4.8.2 V
V
106- 105 0.001 0.075 0.000 0.005 0.000 0.076 1.000 48.2
V
105- 104 0.001 0.082 0.000 0.005 0.000 0.083 1.000 4.82
V
V
104- 103 0.001 0.090 0.000 0.005 0.000 0.091 1.000 48.2
V
103- 102 0.001 0.097 0.000 0.005 0.000 0.098 1.000 482 V
V
102- 101 0.001 0.104 0.000 0.006 0.000 0.106 1.000 4.82 V
101- 100 0.001 0.112 0 000 0.006 0.000 0.1 1 3 1.000 4.8.2
i/
L2 100-98.375 0.001 0.107 0.000 0.005 0.000 0.108 1.000
4.8.2 V
V
98.375-96.75 0.004 0.162 0.000 0.018 0.001 0.167 1.000 482 V
V
96.75-95.125 0.005 0.203 0.000 0 018 0.001 0.208 1.000 482
Job Page
m xTower 78875.005.01 -Progress, OR (BU#874140) 24 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
Ikantheti
FAX:(918)295-0265
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. P. M.r M,,,. G;, T„ Stress Stress
ft 4)P„ 4>M„„ (A1,,. +1;, 4)T, Ratio Ratio
V
95.125-93.5 0.005 0.241 0.000 0.017 0.001 0.246 1.000 482 V
V
93.5-91.875 0.005 0.277 0.000 0.017 0.001 0.282 1.000 482 V
V
91.875-90.25 0.005 0.311 0 000 0.017 0.001 0.316 1.000 42I1
V
90.25-88.625 0.005 0.343 0.000 0.017 0.001 0.348 1.000 482 V
V
88.625-87 0.005 0.373 0.000 0.017 0.001 0.378 1.000 482 V
V
87-85.375 0.005 0.401 0.000 0.017 0.000 0.406 1.000 482 V
V
85.375-83.75 0.005 0.431 0.000 0.021 0.001 0.437 1.000 482 V
V
83.75-82.125 0.005 0.464 0.000 0.020 0.001 0.470 1.000 482 V
V
82.125-80.5 0.006 0.495 0.000 0.020 0.001 0.501 1.000 482 V
V
80.5-78.875 0.006 0.524 0.000 0.020 0.001 0.530 1.000
4.8.2 V
V
78.875-77.25 0.006 0.552 0.000 0.020 0.001 0.558 1.000 482 V
V
77.25-75.625 0.006 0.578 0.000 0.020 0.001 0.584 1.000 482 V
V
75.625-74 0.009 0.627 0.000 0.038 0.003 0 638 1.000
4.8.2 V
V
74-72.375 0.009 0.688 0.000 0.038 0.003 0.699 1.000
4.8.2 V
V
72.375-70.75 0.009 0.747 0.000 0.038 0.003 0.758 1.000 482 V
V
70.75-69.125 0.009 0.804 0.000 0.037 0.003 0.815 1.000 482 V
V
69.125-67.5 0.009 0.860 0.000 0.037 0.003 0.871 1.000 482 V
V
L3 67.5-66.4583 0.005 0.505 0.000 0.020 0.001 0.511 1.000 482 V
V
66.4583- 0.005 0.522 0.000 0.020 0.001 0.528 1.000 482 V
65.4167 V
65.4167- 0.005 0539 0 000 0.020 0.001 0.545 1.000
4.8.2 V
64.375 V
64.375- 0.005 0.555 0.000 0.020 0.001 0.561 1.000 482 V
63.3333 V
63.3333- 0.005 0.570 0.000 0.020 0.001 0.576 1.000 482 V
62.2917 V
62 2917- 0.006 0.585 0.000 0.020 0.001 0.591 1.000 482 V
61.25 V
61.25- 0.006 0.600 0.000 0.020 0.001 0.606 1.000
4.8.2 V
60.2083 V
60.2083- 0.006 0.614 0.000 0.020 0.001 0.620 1.000 482 V
59.1667 V
59.1667- 0.006 0.627 0.000 0.020 0.001 0.634 1.000
4.8.2 V
• Page
tnxTower Job 78875.005.01 -Progress, OR (BU#874140) 25 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 741/9 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 Ikantheti
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. P„ M,x Al,,,, [;, T„ Stress Stress
ft 4)P„ rpM,,r 4)11'4,,• (1)V„ OT Ratio Ratio
58.125 ✓
58.125- 0.006 0.641 0.000 0.020 0.001 0.647 1.000 482 V
57.0833 V
57.0833- 0.006 0.653 0.000 0.020 0.001 0.660 1.000 482 V
56.0417 ✓
56.0417-55 0.006 0.666 0.000 0.020 0.001 0.672 1.000 4.8.2 V
V
55-51.0833 0.003 0.367 0.000 0.010 0.001 0.370 1.000 482 V
V
L4 55-51.0833 0.003 0.357 0.000 0.010 0.000 0.360 1.000 482 V
V
51.0833- 0.007 0.751 0.000 0.020 0.001 0.758 1.000 482 V
50.037 V
50.037- 0.007 0.761 0.000 0.020 0.001 0.768 1.000
4.8.2 V
48.9907 V
48.9907- 0.007 0.772 0.000 0.020 0.001 0.779 1.000
4.8.2 V
47.9444 V
47.9444- 0.007 0.782 0.000 0.020 0.001 0.789 1.000 482 V
46.8981 V
46.8981- 0.007 0.791 0.000 0.020 0.001 0.798 1.000 482 V
45.8519 V
45.8519- 0.007 0.800 0.000 0.020 0.001 0.808 1.000 482 V
44.8056 V
44.8056- 0.007 0.809 0.000 0.020 0.001 0.817 1.000 482 V
43.7593 V
43.7593- 0.007 0.818 0.000 0.020 0.001 0.826 1.000 482 V
42.713 V
42.713- 0.007 0.827 0.000 0.020 0.001 0.834 1.000 482 V
41.6667 V
41.6667- 0.007 0.835 0.000 0.020 0.001 0.842 1.000 482 V
40.6204 V _l
40.6204- 0.007 0.843 0.000 0.019 0.001 0.850 1.000 4.8.2 Y
39.5741 V
39.5741- 0.007 0.851 0.000 0.019 0.001 0.858 1.000 482 V
38.5278 V
38.5278- 0.007 0.858 0.000 0.019 0.001 0.866 1.000 4.8.2 V
37.4815 V
37.4815- 0.007 0.865 0.000 0.019 0.001 0.873 1.000 482 V
36.4352 V
36.4352- 0.007 0.872 0.000 0.019 0.001 0.880 1.000 482 V
35.3889 V
35.3889- 0.007 0.879 0.000 0.019 0.001 0.887 1.000 482 V
34.3426 V
34.3426- 0.007 0.886 0.000 0.019 0.001 0.894 1.000
4.8.2 V
33.2963 V
33.2963- 0.007 0.892 0.000 0.019 0.001 0.900 1.000 482 V
32.25 V
L5 32.25- 0.007 0.847 0.000 0.018 0.001 0.855 1.000 482 V
30.6375 V
30.6375- 0.007 0.856 0.000 0.018 0.001 0.863 1.000 482
29.025 V
29.025- 0.007 0.864 0.000 0.018 0.001 0.871 1.000 4.8.2 V
Job• e
g Pa
tnxTower78875.005.01 -Progress, OR (BU#874140) 26 of 26
• B+T Group Project Date
1717 S.Boulder,Suite 300 11:27:55 01/26/16
Tulsa,OK 74119 Client Designed by
Phone:(918)587-4630 Crown Castle
FAX:(918)295-0265 IkanthetI
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. P„ A4„„ A1, V„ T, Stress Stress
ft 4)13n +Mt,,. (014, (l„ 4)T, Ratio Ratio
27.4125
27.4125-25.8 0.007 0.871 0.000 0.018 0.001 0.879 1.000 482 V
25.8-24.1875 0.007 0.878 0.000 0.017 0.001 0.886 1.000
4.8.2 V
vs
24.1875- 0.007 0.885 0.000 0.017 0.001 0.893 1.000 482 V
22.575
22.575- 0.008 0.892 0.000 0.017 0.001 0.900 1.000 482 V
20.9625
20.9625- 0.008 0.898 0.000 0.017 0.001 0.906 1.000 482
19.35 `/
19.35- 0.008 0.903 0.000 0.017 0.000 0.912 1.000 482 V
17.7375 V
17.7375- 0.008 0.909 0.000 0.017 0.000 0.917 1.000 482 V
16.125
V
16.125- 0.008 0.914 0.000 0.017 0.000 0.922 1.000 482 V
14.5125
V
14.5125- 12.9 0.008 0.919 0.000 0.017 0.000 0.927 1.000 4.82
V
V
12.9- 11.2875 0.008 0.924 0.000 0.017 0.000 0.932 1.000 4.8.2
V
V
11.2875- 0.008 0.928 0.000 0.017 0.000 0.936 1.000
4.8.2 V
9.675 V
9.675-8.0625 0.008 0.932 0.000 0.017 0.000 0.940 1.000 482 V
8.0625-6.45 0.008 0.936 0.000 0.016 0.000 0.944 1.000
4.8.2 V
V
6.45-4.8375 0.008 0.939 0.000 0.016 0.000 0.948 1.000 4.8.2
V
V �/
4.8375-3.225 0.008 0.943 0.000 0.016 0.000 0.952 1.000 482 i�
V
3.225-1.6125 0.009 0.946 0.000 0.016 0.000 0.955 1.000 4.8.2
V
V
1.6125-0 0.009 0.949 0.000 0.016 0.000 0.958 1.000 4.8.2
V
V
Section Capacity Table
Section Elevation Component Size Critical P nP„,,,,,, % Pass
No. ft Type Element K K Capacity Fail
LI 116-100 Pole TP14.14x11.26x0.188 1 -0.840 620.920 ** **
L2 100-67.5 Pole TP19.987x14.14x0.219 2 -9.553 1014.200 ** **
L3 67.5-51.0833 Pole TP22.94x19.987x0.631 3 -12.178 2080.340 ** **
L4 51.0833-32.25 Pole TP25.894x21.798x0.625 4 -18.104 2425.020 ** **
L5 32.25-0 Pole TP3 I.7x25.894x0.655 5 -27.449 3181.650 ** **
Summary
Pole(L5) ** **
RATING= ** **
**Please see the attached calculations at the end
Program Version 6.1.4.1
(INSTALLED)
(6) 1-5/8" TO 114 FT LEVEL
(RESERVED)
(1) 1/2" TO 65 FT LEVEL
(4) 1-1/4" TO 75 FT LEVELcl I. A A. A,]
(INSTALLED)
(18) 7/8" TO 97 FT LEVEL
(1) 1-1/4" TO 97 FT LEVEL N
_ (INSTALLED)
/ / \ \\ lit (1) 3/8" TO 114 FT LEVEL
/ / \
\
I I °R I 1
I l °� °2' I I
\ / /
\\ \\--�/ /
/\
/ O (INSTALLED-BUNDLED IN (3) 2" CONDUITS)
- 4.,01.1:y (6) 5/16" TO 85 FT LEVEL
(2) 1/2" TO 85 FT LEVEL
(1) 1/2" TO 110 FT LEVEL
BUSINESS UNIT: 874140
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•
Rein1 Flats(Used for relative orientation only.Actual flat numbers may vary.)
Bottom Top Qty Model Position T or T&C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
0 32.25 4:FP-065125 F T&C 1 1 1 1
32.25 67.5 4:FP-060100 F T&C 1 1 1 1
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
Rein2
Bottom Top Qty Model Position T or T&C
0 F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
Rein3
Bottom Top Qty Model Position T or T&C
0 F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
F T&C
- 1
Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Materi
TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(F
Site Data Reactions
BU#: 874140 Mu: 1490.5567 ft-kips
Site Name: Progress Axial, Pu: 27.4494 kips
App#: 326349 Revision#0 Shear,Vu: 25.695874 kips
Pole Manufacturer: Other Eta Factor, rl 0.5 TIA G(Fig.4-4)
Anchor Rod Data If No stiffeners,Criteria: I AISC LRFD <-Only Applcable to Unstiffene
Qty: 8
Diam: 2.25 in
Rod Material: A615-J Anchor Rod Results
Strength (Fu): 100 ksi Max Rod (Cu+Vu/rj): 237.3 Kips
Yield (Fy): 75 ksi Allowable Axial, 0*Fu*Anet: 260.0 Kips
Bolt Circle: 39.32 in Anchor Rod Stress Ratio: 91.3% Pass
Plate Data
Diam: 45.32 in Base Plate Results Flexural Check
Thick: 2.25 in Base Plate Stress: 33.6 ksi
Grade: 60 ksi Allowable Plate Stress: 54.0 ksi
Single-Rod B-eff: 12.74 in Base Plate Stress Ratio: 62.2% Pass
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, ft/Ft+(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
Thick: 0.28125 in
Grade: 65 ksi 0
#of Sides: 12 "a'IF Round
Fu 80 ksi
Reinf.Fillet Weld 0 "0"if None 46,
4, a
-ltd
*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-Circular Base G 1.3, Effective March 19, 2012 Analysis Date: 1/26/2016
Anchor Rod Information for TIA/EIA-222-F and TIA-222-G-2
Site Information Base Reactions Design Information
ID: 874140 AeroSolutions LLC Moment: am ft-kip TIA Code: 6
Name: RfogM4; , IP Axial: /7; kip ASIF: LOGO
App.#: 326349 Revision#O Optimizing Your Tower infrastructure Shear: 26"' kip Failure: IOW
Base Plate Type: Moder eta Factor: 0.
Original Anchor Rod Data First Added Anchor Rod Data Second Added Anchor Rod Data Third Added Anchor Rod Data
Quantity: $ Quantity: 3 Quantity: Quantity:
Diameter: 2.25 in Diameter: 1.75 in Diameter: in Diameter: in
Material: R61.5 GR 75 Material: F1554 GR 105 Material: Material:
Bolt Circle: 39.3 in Bolt Circle: 45.8 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 in° Bolt Group MOIx: 1628 in° Bolt Group MOIx: 0 in° Bolt Group MOIx: 0 in°
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: 1490.6 kip-ft Moment: 394.5 kip-ft Moment: 0.0 kip-ft Moment: 0.0 kip-ft
Axial: 27.4 kip Axial: 0.0 kip Axial: 0.0 kip Axial: 0.0 kip
Shear: 25.7 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: 240.6 kip Combined Load: 151.1 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: 92.6% Pass AR Capacity: 79.6% Pass AR Capacity: 0.0% AR Capacity: 0.0%
Rev.4.1
L
. Stiffened or Unstiffened, Exterior Flange Plate - Any Bolt Material TIA Rev G
Reactions Bolt Threads:
Site Data Mu 19.606 ft-kips X-Excluded
BU#: 874140 Axial, Pu: 0.839 kips (pVn=(p(0.55*Ab*Fu)
Site Name: Progress, OR Shear,Vu: 1.78 kips (p=0.75, (p*Vn (kips):
App#: 326349 Revision#0 Elevation: 100 feet 38.88
Pole Manufacturer:I Other If No stiffeners,Criteria: TIA G <-Only Applcable to Unstiffened Cases
Flange Bolt Results Rigid
Bolt Data Bolt Tension Capacity,(p*Tn,B1: 54.54 kips cp*Tn
Qty: 10 Adjusted(p*Tn (due to Vu=Vu/Qty), B: 54.54 kips (pTn[(1-(Vu/(pVn)^2]^0.5
Diameter(in.): 1 Bolt Fu: 120 Max Bolt directly applied Tu: 5.22 Kips
Bolt Material: A325 Bolt Fy: 92 Min. PL"tc"for B cap.w/o Prv: 1.193 in
N/A: <-- Disregard Min PL"treq"for actual T w/Pry: 0.278 in
N/A: <-- Disregard Min PL"t1"for actual T w/o Pry: 0.369 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: 5.22 kips
Diam: 20.375 in Non-Prying Bolt Stress Ratio,Tu/B: 9.6% 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: 2.3 ksi TIA G
Single-Rod B-eff: 4.55 in Allowable Plate Stress: 32.4 ksi cp*Fy
Compression Plate Stress Ratio: 7.2% Pass Comp.Y.L.Length:
Stiffener Data(Welding at Both Sides) No Prying 10.73
Config: 0 * Tension Side Stress Ratio, (treq/t)^2: 3.4% 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
Pole Data 0 v c .? y
Diam: 14.14 in 0 0 -
Thick: 0.1875 in
Grade: 65 ksi
#of Sides: 12 "0"IF Round
Q ')
4
Fu 80 ksi e. o
Reinf.Fillet Weld 0 "0"if None
J C
*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: 1/26/2016
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CCI Foundation Tool Suite-Monopole Pier
CCIFTS 1.2.108.14286-Phase 1-2 Date: 1/26/2016
' BU: 874140
Site Name: Progress,OR �CROWN
App Number: 326349 Revision#0 �CASTLE
Work Order: 1182265
Monopole Drilled Pier
Input
Criteria
TIA Revision: G
ACI 318 Revision: 2008
Seismic Category: D
Forces '"V -
Compression 27 kips
Shear 26 kips
Moment 1885 k-ft
Swelling Force 0 kips
Foundation Dimensions
Pier Diameter: 5 ft #5 Tie Size
Ext.above grade: 1 ft
Depth below grade: 25 ftOf (20)-#10
Material Properties
Number of Rebar: 20
Rebar Size: 10
Tie Size 5
Rebar tensile strength: 60 ksi
Concrete Strength: 4000 psi
Ultimate Concrete Strain 0.003 in/in
Clear Cover to Ties: 3 in
Soil Profile: Soil
I51
Ultimate Ultimate Ultimate
Friction Uplift Skin Comp.Skin Bearing
Thickness From To Unit Weight Cohesion Angle Friction Friction Capacity SPT'N'
Layer (ft) (ft) (ft) (pct) (psf) (deg) (ksf) (ksf) (ksf) Counts
1 2.5 0 2.5 55 0 0 0 0
2 2.5 2.5 5 60 32 0
3 15 5 20 60 31 0
4 5 20 25 60 34 33
Analysis Results
Concrete/Steel Check
Soil Lateral Capacity Mu(from soil analysis) 2039.56 k-ft
Depth to Zero Shear: 6.33 ft 4iMn 2777.78 k-ft
Max Moment,Mu: 2039.56 k-ft RATING: 73.4%
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Soil Safety Factor: 1.78
Safety Factor Req'd: 1.33
RATING: 74.7% rho provided 0.90
rho required 0.50 OK
- Soil Axial Capacity
Skin Friction(k): 94.75 kips Rebar Spacing 6.82
End Bearing(k): 290.85 kips Spacing required 20.32 OK
Comp.Capacity(k),4Cn: 385.60 kips
Comp.(k),Cu: 27.00 kips
RATING: 7.0% Dev.Length required 18.42
Dev.Length provided 48.19 OK
Overall Foundation Rating: 74.7%
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