“structural report” ‘statement of work’ and the terms...

tnxTower Report - version 6.1.4.1

December 31, 2015 Mr. Jason Rouse John W. Kelly P.E. Engineering, P.C. Crown Castle 1717 S. Boulder, Suite 300 3530 Toringdon Way, Suite 300 Tulsa, OK 74119 Charlotte, NC 28277 (918) 587-4630 (704) 405-6605 [email protected] Subject: Structural Modification Report Carrier Designation: Verizon Wireless Co-Locate Carrier Site Number: 63310 Carrier Site Name: PINEY GROVE Crown Castle Designation: Crown Castle BU Number: 812483 Crown Castle Site Name: LOCKWOOD 478-011 Crown Castle JDE Job Number: 354151 Crown Castle Work Order Number: 1151444 Crown Castle Application Number: 318548 Rev. 0 Engineering Firm Designation: Project Number: 82913.005.01 Site Data: 2345 Old Ocean Hwy, Bolivia, NC, Brunswick County Latitude 34° 2' 35.3'', Longitude -78° 11' 41.2'' 300 Foot - Guyed Tower Dear Mr. Rouse, We are pleased to submit this “Structural Modification 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 844597, in accordance with application 318548, 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: LC4.7: TSA specified load case with proposed modifications Sufficient Capacity Note: See Table 1 and Table 2 for the proposed and existing/reserved loading, respectively. The analysis has been performed in accordance with the TIA-222-G standard and 2012 North Carolina Building Code based upon a wind speed of 135 mph 3-second gust, exposure category C. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We 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. Respectfully submitted by: John W. Kelly P.E. Engineering, P.C. C-4171; Exp: 06/30/16 Jing Zhang, EIT John W. Kelly, P.E., S.E. Project Engineer President

Reviewed For Code Compliance

December 31, 2015 300 Ft Guyed Tower Structural Modification Report CCI BU No. 812483 Project Number 82913.005.01, Application 318548, Revision 0


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 8) APPENDIX D Tower Modification Drawings




1) INTRODUCTION This tower is a 300 ft. guyed tower designed by ROHN in January of 1996. The tower was originally designed for a wind speed of 105 mph per TIA/EIA-222-E. 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 135 mph with no ice and 60 mph under service loads, exposure category C.

Table 1 - Proposed Antenna and Cable Information

Mounting Level (ft)

Center Line

Elevation (ft)

Number of

Antennas

Antenna Manufacturer

Antenna Model Number of Feed Lines

Feed Line

Size (in) Note

285.0 285.0

3 Andrew HBXX-6516DS-A2M

1 1-5/8 -- 3 CSS X7C-FRO-860-VR0

3 Ericsson RRUS12/RRUS A2

1 Raycap RHSDC-3315-PF-48

Table 2 - Existing and Reserved Antenna and Cable Information

Mounting Level (ft)

Center Line

Elevation (ft)

Number of

Antennas



Feed Line

Size (in) Note

300.0 300.0

3 Andrew SBNHH-1D65C

2 1

3/4 3/8

2

6 Ericsson RRUS 11

3 Kathrein 742 352

1 Raycap DC6-48-60-18-8F

3 Kenwood T1684KT12-4114

-- -- -- 6 1

2-1/4 3/8

1

295.0 295.0

3 Decibel 983H65T2E-M

13 2-1/4 4 4 Decibel DB982G90E-M

3 Kathrein 741 989

1 -- Sector Mount [SM 406-3]

285.0 285.0

3 Antel BXA-70063/8CFx2 -- -- 4

6 Decibel DB948F85E-M

3 Antel BXA-70080-8CF-EDIN-2

12 1-5/8 1 6 Rfs Celwave FD9R6004


264.0 264.0 9 Decibel DB848H90E-XY

9 1-5/8 3 1 -- Sector Mount [SM 104-3]

245.0 245.0

2 Ems Wireless RV65-18-02DPL2

6 1-5/8 1 4 Scala AP18-1900/063D


227.0 229.0

6 Allgon LGP 13904

6 1-5/8 1 6 Dapa 58010

227.0 1 -- Sector Mount [SM 502-3]




Notes: 1) Existing Equipment 2) Reserved Equipment 3) Abandoned Equipment; To Be Removed 4) Equipment To Be Removed; Not Considered in This Analysis

Table 3 - Design Antenna and Cable Information

Mounting Level (ft)

Center Line

Elevation (ft)

Number of

Antennas



Feed Line

Size (in)

300 300 3 Generic Leg Mount

12 2-1/4 3 Generic Smart BTS Panel

290 290 2 Generic 8' Dish w/Radome 2 EW90

283 283 3 Generic 15’ Leg Mounting Frame

12 2-1/4 12 Decibel DB874

3) ANALYSIS PROCEDURE

Table 4 - Documents Provided

Document Remarks Reference Source

Online Application Verizon Wireless Co-Locate Rev# 0 318548 CCIsites

Tower Manufacturer Drawing Rohn, Drawing No. D960612 1084787 CCIsites

Tower Modification Drawing SSOE Work Order No:1031386 5630611 CCIsites

Foundation Mapping FDH, Project No. 146I4K1500 84673 CCIsites

Geotech Report FDH, Project No. 146I431600 84679 CCIsites

Antenna Configuration Crown CAD Package Date: 11/05/2015 CCIsites

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.

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) This analysis assumes modification design by SSOE Dated 04/01/2015 will be installed

according to the drawings, except wire tension at 280’ has been adjusted to 9% according to SSOE’s construction email.

6) Assumed SSOE’s anchor plate modification is sufficient for all existing wires.

This analysis may be affected if any assumptions are not valid or have been made in error. We should be notified to determine the effect on the structural integrity of the tower.




4) ANALYSIS RESULTS

Table 5 - Section Capacity (Summary) - LC4.7

Section No.

Elevation (ft) Component Type Size Critical Element

P (K) SF*P_allow (K)

% Capacity

Pass / Fail

T1 300 - 296 Leg ROHN 2.5 EH 3 -4.958 83.252 6.0 Pass

T2 296 - 292 Leg ROHN 2.5 EH 15 -13.401 83.252 16.1 Pass

T3 292 - 288 Leg ROHN 2.5 EH 23 -23.583 83.252 28.3 Pass

T4 288 - 284 Leg ROHN 2.5 EH 33 -34.823 83.252 41.8 Pass

T5 284 - 280 Leg ROHN 2.5 EH 42 -52.912 83.252 63.6 Pass

T6 280 - 276 Leg ROHN 3 EH 51 -49.530 131.362 37.7 Pass

T7 276 - 272 Leg ROHN 3 EH 63 -16.741 131.362 12.7 Pass

T8 272 - 268 Leg ROHN 3 EH 74 -99.453 131.362 75.7 Pass

T9 268 - 264 Leg ROHN 3 EH 86 -120.140 131.362 91.5 Pass

T10 264 - 260 Leg ROHN 3 EH 98 -129.206 131.362 98.4 Pass

T11 260 - 240 Leg BU# 812483---3 XS w/ 4.5x0.5

113 -181.514 235.464 77.1 Pass

T12 240 - 220 Leg BU# 812483---3 XS w/ 4.5x0.5

146 -184.994 235.464 78.6 Pass

T13 220 - 200 Leg BU# 812483---3 XS w/ 4.5x0.5

179 -166.874 235.464 70.9 Pass

T14 200 - 180 Leg ROHN 3 EH 212 -99.940 131.362 76.1 Pass

T15 180 - 160 Leg ROHN 3 EH 261 -98.077 131.362 74.7 Pass

T16 160 - 140 Leg ROHN 3 EH 307 -94.391 131.362 71.9 Pass

T17 140 - 120 Leg ROHN 3 EH 357 -128.906 131.362 98.1 Pass

T18 120 - 100 Leg BU# 812483---3 XS w/ 4.5x0.5

405 -202.524 235.464 86.0 Pass

T19 100 - 80 Leg BU# 812483---3 XS w/ 4.5x0.5

438 -204.532 235.464 86.9 Pass

T20 80 - 60 Leg ROHN 3.5 EH 471 -136.594 149.975 91.1 Pass

T21 60 - 40 Leg ROHN 3.5 EH 504 -139.724 161.495 86.5 Pass

T22 40 - 20 Leg ROHN 3.5 EH 552 -140.268 161.495 86.9 Pass

T23 20 - 8 Leg ROHN 3.5 EH 599 -128.727 149.975 85.8 Pass

T24 8 - 0 Leg ROHN 3.5 EH 619 -123.821 148.029 83.6 Pass

T1 300 - 296 Diagonal L2x2x1/4 10 -3.614 18.370 19.7 40.6 (b)

Pass

T2 296 - 292 Diagonal L2x2x1/4 18 -4.426 18.370 24.1 47.3 (b)

Pass

T3 292 - 288 Diagonal L2x2x1/4 27 -4.598 18.370 25.0 51.9 (b)

Pass

T4 288 - 284 Diagonal L2x2x1/4 37 -6.438 18.370 35.0 67.8 (b)

Pass

T5 284 - 280 Diagonal L2 1/2x2 1/2x1/4 46 -9.579 31.973 30.0 93.9 (b)

Pass

T6 280 - 276 Diagonal L2 1/2x2 1/2x1/4 55 17.878 36.654 48.8 83.2 (b)

Pass

T7 276 - 272 Diagonal L2 1/2x2 1/2x1/4 66 -16.725 35.845 46.7 71.7 (b)

Pass

T8 272 - 268 Diagonal L2x2x1/4 78 -11.851 19.267 61.5 Pass

T9 268 - 264 Diagonal L2x2x1/4 91 -8.074 19.267 41.9 57.8 (b)

Pass


T11 260 - 240 Diagonal L2x2x5/16 142 -7.451 22.631 32.9 93.7 (b)

Pass





Section No. Elevation (ft) Component Type Size Critical

Element P (K) SF*P_allow (K)

% Capacity Pass / Fail

61.8 (b)

T13 220 - 200 Diagonal L2x2x5/16 181 -8.411 22.631 37.2 93.4 (b)

Pass

T14 200 - 180 Diagonal L2x2x5/16 214 -13.279 23.566 56.3 91.2 (b)

Pass

T15 180 - 160 Diagonal L2x2x5/16 301 -6.692 23.566 28.4 53.9 (b)

Pass

T16 160 - 140 Diagonal L2x2x5/16 311 -3.442 23.566 14.6 43.3 (b)

Pass

T17 140 - 120 Diagonal L2x2x5/16 358 -7.032 23.566 29.8 88.4 (b)

Pass

T18 120 - 100 Diagonal L2x2x5/16 408 -8.790 22.631 38.8 98.0 (b)

Pass

T19 100 - 80 Diagonal L2x2x5/16 468 -9.016 22.743 39.6 79.5 (b)

Pass

T20 80 - 60 Diagonal L2x2x5/16 501 -6.354 22.774 27.9 79.9 (b)

Pass

T21 60 - 40 Diagonal L1 1/2x1 1/2x3/16 541 -4.175 7.712 54.1 Pass

T22 40 - 20 Diagonal L1 1/2x1 1/2x3/16 555 -3.691 7.712 47.9 Pass

T23 20 - 8 Diagonal L1 1/2x1 1/2x3/16 603 -5.100 8.107 62.9 94.3 (b)

Pass

T24 8 - 0 Horizontal C25.5x2x3/16 626 0.100 176.934 8.2 Pass

T6 280 - 276 Secondary Horizontal

L1 1/2x1 1/2x1/4 59 -0.858 13.491 6.4 13.7 (b)

Pass


L1 1/2x1 1/2x1/4 72 -0.303 13.491 2.2 4.6 (b)

Pass


L1 1/2x1 1/2x1/4 82 -1.723 13.491 12.8 27.5 (b)

Pass


L1 1/2x1 1/2x1/4 95 2.963 17.332 17.1 47.4 (b)

Pass


L1 1/2x1 1/2x1/4 110 -2.238 13.491 16.6 35.8 (b)

Pass


L1 1/2x1 1/2x1/4 221 -1.731 13.491 12.8 34.2 (b)

Pass


L1 1/2x1 1/2x1/4 269 -1.699 13.491 12.6 34.2 (b)

Pass


L1 1/2x1 1/2x1/4 353 2.188 17.332 12.6 35.0 (b)

Pass


L1 1/2x1 1/2x1/4 365 -2.233 13.491 16.6 35.7 (b)

Pass


L1 1/2x1 1/2x1/4 513 -2.420 13.609 17.8 48.6 (b)

Pass


L1 1/2x1 1/2x1/4 560 -2.430 13.609 17.9 48.9 (b)

Pass

T1 300 - 296 Top Girt L2x2x1/4 4 -1.502 10.808 13.9 15.6 (b)

Pass

T24 8 - 0 Top Girt C32.75x2x3/16 622 25.896 220.978 11.7 Pass

T10 264 - 260 Bottom Girt L4x2x1/4 101 4.162 40.781 10.2 17.9 (b)

Pass

T6 280 - 276 Guy A@280 1 658 57.754 62.700 92.1 Pass

T15 180 - 160 Guy A@180 1 639 64.549 62.700 102.9 Pass2

T19 100 - 80 Guy A@100 1 633 54.903 62.700 87.6 Pass

T6 280 - 276 Guy B@280 1 653 57.748 62.700 92.1 Pass

T15 180 - 160 Guy B@180 1 638 64.580 62.700 103.0 Pass2

T19 100 - 80 Guy B@100 1 632 54.913 62.700 87.6 Pass

T6 280 - 276 Guy C@280 1 640 57.327 62.700 91.4 Pass

T15 180 - 160 Guy C@180 1 634 64.551 62.700 103.0 Pass2




Section No. Elevation (ft) Component Type Size Critical

Element P (K) SF*P_allow (K)

% Capacity Pass / Fail

T19 100 - 80 Guy C@100 1 628 54.903 62.700 87.6 Pass

T6 280 - 276 Top Guy Pull-Off@280

2L2x2x3/8x3/8 644 48.506 70.388 68.9 98.3 (b)

Pass


2L3x2x1/4x3/8 636 24.883 63.374 39.3 74.3 (b)

Pass


2L3x2x1/4x3/8 630 23.979 63.374 37.8 71.6 (b)

Pass

T8 272 - 268 Bottom Guy Pull-Off@280

2L2x2x3/8x3/8 650 -6.367 54.273 11.7 12.8 (b)

Pass

T6 280 - 276 Torque Arm Top@280

L3 1/2x3 1/2x1/2 660 64.053 100.547 63.7 91.1 (b)

Pass

T6 280 - 276 Torque Arm Bottom@280

ROHN 3 STD 663 -58.958 70.416 83.7 Pass

T1 300 - 296 Leg ROHN 2.5 EH 3 -4.958 83.252 6.0 Pass

Summary

Leg (T10) 98.4 Pass

Diagonal (T18) 98.0 Pass

Horizontal (T24) 8.2 Pass

Secondary Horizontal (T22) 48.9 Pass

Top Girt (T1) 15.6 Pass

Bottom Girt (T10) 17.9 Pass

Guy A (T15) 102.9 Pass2

Guy B (T15) 103.0 Pass2

Guy C (T15) 103.0 Pass2

Top Guy Pull-Off (T6) 98.3 Pass

Bottom Guy Pull-Off (T8) 12.8 Pass

Torque Arm Top (T6) 91.1 Pass

Torque Arm Bottom (T6) 83.7 Pass

Bolt Checks 103.0 Pass2

RATING = 103.0 Pass2

Table 6 - Tower Component Stresses vs. Capacity - LC4.7

Notes Component Elevation (ft) % Capacity Pass / Fail

1,2,3 Base Foundation Structure Base 101.6 Pass

1,3 Base Foundation Soil Interaction Base 95.3 Pass

1,3 Guy Anchor Foundation (Structure) Base 80.0 Pass

1,3 Guy Anchor Foundation (Soil Interaction) Base 54.3 Pass

Structure Rating (max from all components) = 103.0%

Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity

consumed. 2) Capacities up to 105% are considered acceptable based on analysis methods used. 3) Base reaction has been increased to account for angle shape top torque arm.

4.1) Recommendations

1) All modifications proposed in this report shall be installed in accordance with the attached drawings (Appendix D) for the determined available structural capacity to be effective.


APPENDIX A

TNXTOWER OUTPUT


B+T Group 1717 South Boulder Ave., Suite 300

Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265

Job: 82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483

Project:

Client: Crown Castle Drawn by: jzhang App'd:

Code: TIA-222-G Date: 12/30/15 Scale: NTS Path:

C:\Users\jzhang\Desktop\Jing's Projects\Projects\11 Nov\82913_812483_Lockwood 478-011_GT_TA\tnx\test\new\2.5\82913_005_01_Lockwood 478-011_NC_test 2.5.eri

Dwg No. E-1

1 EHS LC=239'5/32" IT=12%

R=220'

1 EHS LC=282'3/32" IT=7%

1 EH

S LC

=353'4-5/32" IT=9%

1 EHS LC

=353'4-5/32" IT=9%

300.0 ft

296.0 ft

292.0 ft

288.0 ft

284.0 ft

280.0 ft

276.0 ft

272.0 ft

268.0 ft

264.0 ft

260.0 ft

240.0 ft

220.0 ft

200.0 ft

180.0 ft

160.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

8.0 ft

0.0 ft

321 K (Axial)3 kip-ft (Torque)

8 K168 K

148 K

224 K

ALL REACTIONS ARE FACTORED

S

ect

ion

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

T17

T18

T19

T20

T21

T22

T23

T24

L

eg

sR

OH

N 2

.5 E

HR

OH

N 3

EH

BU

# 8

12

48

3--

-3 X

S w

/ 4

.5x0

.5R

OH

N 3

EH

BU

# 8

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L2

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x3/1

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ori

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S

ec.

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rizo

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lsN

.A.

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L1

1/2

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x1 1

/2x1

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op

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ull-

Off

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F

ace

Wid

th (

ft)

5.0

41

67

#

Pa

ne

ls @

(ft

)7

5 @

4

W

eig

ht

(K)

0.3

0.2

0.2

0.2

0.3

1.6

0.3

0.4

0.3

0.4

2.1

2.1

2.1

1.6

1.8

1.6

1.6

2.1

2.2

1.6

1.3

1.3

0.7

0.9

27

.3

PLANR=220' R=220'

R=220'

R=220' R=220'

R=220'

R=220' R=220'

R=220'

Lightning Rod 5/8" x 3' on 7' Mount Pipe (E)

300 Flash Beacon Lighting (E) 300 SBNHH-1D65C w/ Mount Pipe (R) 300 SBNHH-1D65C w/ Mount Pipe (R) 300 SBNHH-1D65C w/ Mount Pipe (R) 300 742 352 w/ Mount Pipe (R) 300 742 352 w/ Mount Pipe (R) 300 742 352 w/ Mount Pipe (R) 300 (2) RRUS 11 (R) 300 (2) RRUS 11 (R) 300 (2) RRUS 11 (R) 300 DC6-48-60-18-8F (R) 300 Sector Mount [SM 1303-3] (R) 300 BXA-70080-8CF-EDIN-2 w/ Mount Pipe (E)

285 BXA-70080-8CF-EDIN-2 w/ Mount Pipe (E)

285 BXA-70080-8CF-EDIN-2 w/ Mount Pipe (E)

285 (2) FD9R6004 (E) 285 (2) FD9R6004 (E) 285 (2) FD9R6004 (E) 285 X7C-FRO-860-VR0 (P) 285 X7C-FRO-860-VR0 (P) 285 X7C-FRO-860-VR0 (P) 285 HBXX-6516DS-A2M (P) 285 HBXX-6516DS-A2M (P) 285 HBXX-6516DS-A2M (P) 285 RHSDC-3315-PF-48 (P) 285 RRUS12/RRUS A2 (P) 285 RRUS12/RRUS A2 (P) 285 RRUS12/RRUS A2 (P) 285 6' x 2" Mount Pipe (E) 285 6' x 2" Mount Pipe (E) 285 6' x 2" Mount Pipe (E) 285 Sector Mount [SM 402-3] (E-2 Pipes/Sector)

285 (2) RV65-18-02DPL2 w/ Mount Pipe (E)

245 (2) AP18-1900/063D w/ Mount Pipe (E)

245 (2) AP18-1900/063D w/ Mount Pipe (E)

245 Sector Mount [SM 501-3] (E) 245 (2) 58010 w/ Mount Pipe (E) 227 (2) 58010 w/ Mount Pipe (E) 227 (2) 58010 w/ Mount Pipe (E) 227 (2) LGP 13904 (E) 227 (2) LGP 13904 (E) 227 (2) LGP 13904 (E) 227 6' x 2" Mount Pipe (E) 227 6' x 2" Mount Pipe (E) 227 6' x 2" Mount Pipe (E) 227 Sector Mount [SM 502-3] (E) 227 Side Lighting (E) 151 Side Lighting (E) 151 Side Lighting (E) 151DESIGNED APPURTENANCE LOADINGTYPE TYPEELEVATION ELEVATION

Lightning Rod 5/8" x 3' on 7' Mount Pipe (E)

300

Flash Beacon Lighting (E) 300

SBNHH-1D65C w/ Mount Pipe (R) 300



742 352 w/ Mount Pipe (R) 300

742 352 w/ Mount Pipe (R) 300

742 352 w/ Mount Pipe (R) 300

(2) RRUS 11 (R) 300

(2) RRUS 11 (R) 300

(2) RRUS 11 (R) 300

DC6-48-60-18-8F (R) 300

Sector Mount [SM 1303-3] (R) 300

BXA-70080-8CF-EDIN-2 w/ Mount Pipe (E)

285


285


285

(2) FD9R6004 (E) 285

(2) FD9R6004 (E) 285

(2) FD9R6004 (E) 285

X7C-FRO-860-VR0 (P) 285

X7C-FRO-860-VR0 (P) 285

X7C-FRO-860-VR0 (P) 285

HBXX-6516DS-A2M (P) 285

HBXX-6516DS-A2M (P) 285

HBXX-6516DS-A2M (P) 285

RHSDC-3315-PF-48 (P) 285

RRUS12/RRUS A2 (P) 285



6' x 2" Mount Pipe (E) 285



Sector Mount [SM 402-3] (E-2 Pipes/Sector)

285

(2) RV65-18-02DPL2 w/ Mount Pipe (E)

245

(2) AP18-1900/063D w/ Mount Pipe (E)

245

(2) AP18-1900/063D w/ Mount Pipe (E)

245

Sector Mount [SM 501-3] (E) 245

(2) 58010 w/ Mount Pipe (E) 227

(2) 58010 w/ Mount Pipe (E) 227

(2) 58010 w/ Mount Pipe (E) 227

(2) LGP 13904 (E) 227

(2) LGP 13904 (E) 227

(2) LGP 13904 (E) 227




Sector Mount [SM 502-3] (E) 227

Side Lighting (E) 151



SYMBOL LISTMARK MARKSIZE SIZE

A L2 1/2x2 1/2x1/4

B L2x2x1/4

C C32.75x2x3/16

D L4x2x1/4

E C25.5x2x3/16

F L1 1/2x1 1/2x1/4

G 2L2x2x3/8x3/8

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi

TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 135 mph basic wind in accordance with the TIA-222-G Standard.4. Deflections are based upon a 60 mph wind.5. Tower Structure Class II.6. Topographic Category 1 with Crest Height of 0'7. TOWER RATING: 103.0%





Project:



C:\Users\jzhang\Desktop\Jing's Projects\Projects\11 Nov\82913_812483_Lockwood 478-011_GT_TA\tnx\test\new\test 2\82913_005_01_Lockwood 478-011_NC_test 2.eri

Dwg No. E-2

Base Elev=0'

R=220', 240 deg Azimuth R=220', 120 deg Azimuth

R=220', 0 deg Azimuth

15' 15'

411'5/8"

190'6-5/16" 190'6-5/16"

36

0'

15

'1

5'

11

0'

22

0'

Plot PlanTotal Area - 3.40 Acres





Project:




Dwg No. E-3

<- Minimum -0 Maximum ->

<- Minimum -0 Maximum ->

-500

-500

500

500

TIA-222-G - 135 mph Exposure C

Leg Capacity Leg Compression (K)

300' 300'296' 296'292' 292'288' 288'284' 284'280' 280'276' 276'272' 272'268' 268'264' 264'260' 260'

240' 240'

220' 220'

200' 200'

180' 180'

160' 160'

140' 140'

120' 120'

100' 100'

80' 80'

60' 60'

40' 40'

20' 20'

8' 8'

0' 0'

Ele

vati

on

(ft

)





Project:




Dwg No. E-4

0

0

50

50

Global Mast Shear (K)300'296'292'288'284'280'276'272'268'264'260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

8'

0'

Ele

vati

on

(ft

)

0

0

500

500

1000

1000

Global Mast Moment (kip-ft)300'296'292'288'284'280'276'272'268'264'260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

8'

0'

TIA-222-G - 135 mph Exposure C Maximum Values

Vx Vz Mx Mz





Project:




Dwg No. E-5

TIA-222-G - Service - 60 mph Maximum Values

0

0

5

5

Deflection (in)300'296'292'288'284'280'276'272'268'264'260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

8'

0'

Ele

vati

on

(ft

)

0

0

0.05

0.05

0.1

0.1

Tilt (deg)0

0

0.05

0.05

0.1

0.1

Twist (deg)300'296'292'288'284'280'276'272'268'264'260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

8'

0'





Project:




Dwg No. E-6

300.0 ft296.0 ft292.0 ft288.0 ft284.0 ft280.0 ft276.0 ft272.0 ft268.0 ft264.0 ft260.0 ft

240.0 ft

220.0 ft

200.0 ft

180.0 ft

160.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

8.0 ft

0.0 ft

321 K (Axial)3 kip-ft (Torque)

8 K

168 K

ELEVATION

148 K41 deg

168 K

5 K

PLAN

224 K

100'

180'

280'

1 EHS, SF = 1.14, Tmax = 54.913 K, Lc = 239'5/32", Lu = 238'8-31/32", Ls = 239'10-3/4"

R=220'

1 EHS, SF = 0.97, Tmax = 64.580 K, Lc = 282'3/32", Lu = 281'9-15/16", Ls = 283'5-1/32"

1 EH

S, S

F = 1.09, Tmax = 57.754 K

, Lc = 353'4-5/32", Lu = 353'3/16", Ls = 354'9-9/16"

Guy Tensions and Tower ReactionsTIA-222-G - 135 mph Exposure C

Maximum Values

Anchor 'C'@220 ft Azimuth 240 deg Elev 0 ft

Plane through centroid of tower





Project:




Dwg No. E-7

Feed Line Distribution Chart8' - 300'

Round Flat App In Face App Out Face Truss Leg

Face A296'

292'

288'

284'

280'

276'

272'

268'

264'

260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

8'

300'

Ele

vati

on

(ft

)

(6)

LD

F7

-50

A(1

-5/8

") (

E)

(12

) L

DF

7-5

0A

(1-5

/8")

(E

)

(6)

LD

F7

-50

A(1

-5/8

") (

E)

(2)

LD

F4

-50

A(1

/2")

(E

-Sid

e L

igh

ts)

LD

F4

-50

A(1

/2")

(E

-Sid

e L

igh

ts)

RO

HN

Wa

veg

uid

e B

rack

ets

(E

)

Face B

285'

227'227'

245'

151'151'

285'

(6)

LD

F1

2-5

0A

(2-1

/4")

(E

)

(2)

WR

-VG

86

ST

-BR

D(

3/4

) (R

)

(2)

FB

-L9

8B

-03

4-X

XX

XX

X(

3/8

) (R

(1)+

E(1

))

Sa

fety

Lin

e 3

/8 (

E)

RO

HN

Wa

veg

uid

e B

rack

ets

(E

)

Face C296'

292'

288'

284'

280'

276'

272'

268'

264'

260'

240'

220'

200'

180'

160'

140'

120'

100'

80'

60'

40'

20'

8'

300'

285'

227'227'

245'

151'151'

285'

(7)

LD

F7

-50

A(1

-5/8

") (

6E

+1

P)

RO

HN

Wa

veg

uid

e B

rack

ets

(E

)


ttnnxxTToowweerr Job

82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

1 of 39

B+T Group

1717 South Boulder Ave., Suite 300

Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client

Crown Castle Designed by

jzhang

Tower Input Data

The main tower is a 3x guyed tower with an overall height of 300' above the ground line.

The base of the tower is set at an elevation of 0' above the ground line.

The face width of the tower is 5'1/2'' at the top and tapered at the base.

This tower is designed using the TIA-222-G standard.

The following design criteria apply:

Tower is located in Brunswick County, North Carolina.

Basic wind speed of 135 mph.

Structure Class II.

Exposure Category C.

Topographic Category 1.

Crest Height 0'.

Deflections calculated using a wind speed of 60 mph.

TOWER RATING: 102.9%.

Pressures are calculated at each section.

Safety factor used in guy design is 1.

Stress ratio used in tower member 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 √ Assume Rigid Index Plate √ Calculate Redundant Bracing Forces

Use Moment Magnification √ Use Clear Spans For Wind Area Ignore Redundant Members in FEA

√ Use Code Stress Ratios √ Use Clear Spans For KL/r √ SR Leg Bolts Resist Compression √ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension All Leg Panels Have Same Allowable

Escalate Ice √ Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz √ Use Azimuth Dish Coefficients √ Consider Feedline Torque

Use Special Wind Profile √ Project Wind Area of Appurt. √ Include Angle Block Shear Check

√ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Poles √ Leg Bolts Are At Top Of Section SR Members Have Cut Ends 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



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

2 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Leg B

Guy B

Leg C

Guy C

Leg A

Guy A

Face

A Face B

Face C

Corner & Starmount Guyed Tower

Wind 0

Wind 90

Wind 180

Z

X

Leg B

Guy B

Leg C

Guy C

Leg A

Guy

A

Face

A Face B

Face C

Face Guyed

Wind 0

Wind 90

Wind 180

Z

X



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

3 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Section Geometry

Tower

Section

Tower

Elevation

ft

Assembly

Database

Description Section

Width

ft

Number

of Sections

Section

Length

ft

T1 300'-296' 5'1/2'' 1 4' T2 296'-292' 5'1/2'' 1 4'

T3 292'-288' 5'1/2'' 1 4' T4 288'-284' 5'1/2'' 1 4'

T5 284'-280' 5'1/2'' 1 4'

T6 280'-276' 5'1/2'' 1 4' T7 276'-272' 5'1/2'' 1 4'

T8 272'-268' 5'1/2'' 1 4' T9 268'-264' 5'1/2'' 1 4'

T10 264'-260' 5'1/2'' 1 4'

T11 260'-240' 5'1/2'' 1 20' T12 240'-220' 5'1/2'' 1 20'

T13 220'-200' 5'1/2'' 1 20' T14 200'-180' 5'1/2'' 1 20'

T15 180'-160' 5'1/2'' 1 20'

T16 160'-140' 5'1/2'' 1 20' T17 140'-120' 5'1/2'' 1 20'

T18 120'-100' 5'1/2'' 1 20' T19 100'-80' 5'1/2'' 1 20'

T20 80'-60' 5'1/2'' 1 20'

T21 60'-40' 5'1/2'' 1 20' T22 40'-20' 5'1/2'' 1 20'

T23 20'-8' 5'1/2'' 1 12' T24 8'-0' 5'1/2'' 1 8'

Tower Section Geometry (cont’d)

Tower

Section

Tower

Elevation

ft

Diagonal

Spacing

ft

Bracing

Type

Has

K Brace End

Panels

Has

Horizontals

Top Girt

Offset

in

Bottom Girt

Offset

in

T1 300'-296' 4' X Brace No No 0.000 0.000

T2 296'-292' 4' X Brace No No 0.000 0.000 T3 292'-288' 4' X Brace No No 0.000 0.000


T6 280'-276' 4' X Brace No Yes 0.000 0.000

T7 276'-272' 4' X Brace No Yes 0.000 0.000 T8 272'-268' 4' X Brace No Yes 0.000 0.000


T11 260'-240' 4' X Brace No No 0.000 0.000



T16 160'-140' 4' X Brace No Yes 0.000 0.000

T17 140'-120' 4' X Brace No Yes 0.000 0.000 T18 120'-100' 4' X Brace No No 0.000 0.000


T21 60'-40' 4' X Brace No Yes 0.000 0.000

T22 40'-20' 4' X Brace No Yes 0.000 0.000 T23 20'-8' 4' X Brace No No 0.000 0.000

T24 8'-0' 4' X Brace No Yes 0.000 0.000



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

4 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang


Tower

Elevation ft

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 300'-296' Pipe ROHN 2.5 EH A572-50

(50 ksi)

Single Angle L2x2x1/4 A36

(36 ksi) T2 296'-292' Pipe ROHN 2.5 EH A572-50

(50 ksi)



(50 ksi)


(36 ksi)

T4 288'-284' Pipe ROHN 2.5 EH A572-50 (50 ksi)

Single Angle L2x2x1/4 A36 (36 ksi)


Equal Angle L2 1/2x2 1/2x1/4 A572-50 (50 ksi)

T6 280'-276' Pipe ROHN 3 EH A572-50

(50 ksi)

Equal Angle L2 1/2x2 1/2x1/4 A572-50

(50 ksi) T7 276'-272' Pipe ROHN 3 EH A572-50

(50 ksi)

Equal Angle L2 1/2x2 1/2x1/4 A572-50


(50 ksi)


(36 ksi)

T9 268'-264' Pipe ROHN 3 EH A572-50 (50 ksi)




T11 260'-240' Pipe BU# 812483---3 XS w/

4.5x0.5

A572-50

(50 ksi)


(36 ksi) T12 240'-220' Pipe BU# 812483---3 XS w/

4.5x0.5

A572-50

(50 ksi)


(36 ksi) T13 220'-200' Pipe BU# 812483---3 XS w/

4.5x0.5

A572-50

(50 ksi)


(36 ksi)



T15 180'-160' Pipe ROHN 3 EH A572-50

(50 ksi)



(50 ksi)



(50 ksi)


(36 ksi)

T18 120'-100' Pipe BU# 812483---3 XS w/ 4.5x0.5

A572-50 (50 ksi)


T19 100'-80' Pipe BU# 812483---3 XS w/ 4.5x0.5

A572-50 (50 ksi)


T20 80'-60' Pipe ROHN 3.5 EH A572-50

(50 ksi)

Equal Angle L2x2x5/16 A36


(50 ksi)

Single Angle L1 1/2x1 1/2x3/16 A36


(50 ksi)

Single Angle L1 1/2x1 1/2x3/16 A36

(36 ksi)


Equal Angle L1 1/2x1 1/2x3/16 A36 (36 ksi)


Equal Angle A36 (36 ksi)



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

5 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang


Tower

Elevation ft

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 300'-296' Single Angle L2x2x1/4 A36

(36 ksi)

Single Angle A36

(36 ksi) T10 264'-260' Single Angle A36

(36 ksi)


(36 ksi) T24 8'-0' Channel C32.75x2x3/16 A36

(36 ksi)

Channel C3x4.1 A36

(36 ksi)


Tower Elevation

ft

No. of

Mid Girts

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

T24 8'-0' None Flat Bar A36

(36 ksi)

Channel C25.5x2x3/16 A36

(36 ksi)


Tower Elevation

ft

Secondary Horizontal Type

Secondary Horizontal Size

Secondary Horizontal

Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

T6 280'-276' Equal Angle L1 1/2x1 1/2x1/4 A36

(36 ksi)

Solid Round A36

(36 ksi) T7 276'-272' Equal Angle L1 1/2x1 1/2x1/4 A36

(36 ksi)

Solid Round A36

(36 ksi)

T8 272'-268' Equal Angle L1 1/2x1 1/2x1/4 A36 (36 ksi)

Solid Round A36 (36 ksi)




(36 ksi)

Solid Round A36


(36 ksi)

Solid Round A36


(36 ksi)

Solid Round A36

(36 ksi)






(36 ksi)

Solid Round A36


(36 ksi)

Solid Round A36

(36 ksi)



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

6 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang


Tower

Elevation

ft

Gusset

Area (per face)

ft2

Gusset

Thickness

in

Gusset Grade Adjust. Factor

Af

Adjust.

Factor Ar

Weight Mult.

Double Angle

Stitch Bolt Spacing

Diagonals in

Double Angle

Stitch Bolt Spacing

Horizontals in

T1 300'-296' 0.000 0.250 A36

(36 ksi)

1.03 1 1.05 Mid-Pt Mid-Pt

T2 296'-292' 0.000 0.250 A36

(36 ksi)


T3 292'-288' 0.000 0.250 A36 (36 ksi)


T4 288'-284' 0.000 0.250 A36 (36 ksi)


T5 284'-280' 0.000 0.250 A36

(36 ksi)


T6 280'-276' 0.000 0.375 A36

(36 ksi)

1.03 1.02 1.05 Mid-Pt Mid-Pt

T7 276'-272' 0.000 0.375 A36

(36 ksi)


T8 272'-268' 0.000 0.375 A36 (36 ksi)


T9 268'-264' 0.000 0.375 A36 (36 ksi)


T10 264'-260' 0.000 0.375 A36

(36 ksi)


T11 260'-240' 0.000 0.250 A36

(36 ksi)


T12 240'-220' 0.000 0.250 A36

(36 ksi)


T13 220'-200' 0.000 0.375 A36 (36 ksi)


T14 200'-180' 0.000 0.375 A36

(36 ksi)


T15 180'-160' 0.000 0.250 A36

(36 ksi)


T16 160'-140' 0.000 0.250 A36

(36 ksi)


T17 140'-120' 0.000 0.250 A36 (36 ksi)


T18 120'-100' 0.000 0.250 A36 (36 ksi)


T19 100'-80' 0.000 0.250 A36

(36 ksi)


T20 80'-60' 0.000 0.250 A36

(36 ksi)


T21 60'-40' 0.000 0.250 A36

(36 ksi)


T22 40'-20' 0.000 0.250 A36 (36 ksi)


T23 20'-8' 0.000 0.250 A36 (36 ksi)


T24 8'-0' 0.000 0.250 A36

(36 ksi)

1 1 1.05 Mid-Pt Mid-Pt



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

7 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang


K Factors1

Tower Elevation

ft

Calc K

Single

Angles

Calc K

Solid

Rounds

Legs X Brace

Diags

X Y

K Brace

Diags

X Y

Single Diags

X Y

Girts

X Y

Horiz.

X Y

Sec. Horiz.

X Y

Inner Brace

X Y

T1 300'-296' Yes No 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1 T2 296'-292' Yes No 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T3 292'-288' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T4 288'-284' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T5 284'-280' Yes No 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1 T6 280'-276' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1 T7 276'-272' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1

T8 272'-268' No No 1 1 1

1 1

1 1

1 1

1 1

0.5 0.5

1 1

T9 268'-264' No No 1 1 1

1 1

1 1

1 1

1 1

0.5 0.5

1 1

T10 264'-260' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1 T11 260'-240' Yes No 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T12 240'-220' Yes No 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T13 220'-200' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T14 200'-180' No No 1 1 1

1 1

1 1

1 1

1 1

0.5 0.5

1 1

T15 180'-160' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1 T16 160'-140' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1 T17 140'-120' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1

T18 120'-100' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T19 100'-80' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T20 80'-60' Yes No 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1 T21 60'-40' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1 T22 40'-20' No No 1 1

1

1

1

1

1

1

1

1

1

0.5

0.5

1

1

T23 20'-8' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T24 8'-0' Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to

the overall length.



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

8 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang


Tower

Elevation ft

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Net Width

Deduct in

U

Net Width

Deduct in

U

Net Width

Deduct in

U

Net

Width Deduct

in

U

Net

Width Deduct

in

U

Net

Width Deduct

in

U

Net

Width Deduct

in

U

T1 300'-296' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T2 296'-292' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T3 292'-288' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T4 288'-284' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T5 284'-280' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T6 280'-276' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T7 276'-272' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T8 272'-268' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T9 268'-264' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T10 264'-260' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T11 260'-240' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T12 240'-220' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T13 220'-200' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T14 200'-180' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T15 180'-160' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T16 160'-140' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T17 140'-120' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T18 120'-100' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T19 100'-80' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T20 80'-60' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T21 60'-40' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T22 40'-20' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T23 20'-8' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75

T24 8'-0' 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75


Tower Elevation

ft

Leg Connection

Type


Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No.

T1 300'-296' Flange 0.875

A325N

0 0.625

A325N

1 0.625

A325N

1 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T2 296'-292' Flange 0.875 A325N

0 0.625 A325N

1 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

0

T3 292'-288' Flange 0.875 A325N

0 0.625 A325N

1 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

0

T4 288'-284' Flange 0.875

A325N

0 0.625

A325N

1 0.625

A325N

0 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T5 284'-280' Flange 0.875

A325N

0 0.625

A325X

1 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T6 280'-276' Flange 0.875

A325N

4 0.625

A325X

2 0.625

A325N

0 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

1

T7 276'-272' Flange 0.875 A325N

0 0.625 A325X

2 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

1

T8 272'-268' Flange 0.875 A325N

0 0.625 A325N

2 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

1 Reviewed For Code Compliance


82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

9 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Elevation

ft

Leg Connection

Type


Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No. Bolt Size in

No.

T9 268'-264' Flange 0.875

A325N

0 0.625

A325N

2 0.625

A325N

0 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

1

T10 264'-260' Flange 0.875

A325N

0 0.625

A325N

2 0.625

A325N

0 0.625

A325N

2 0.625

A325N

0 0.625

A325N

0 0.500

A325N

1

T11 260'-240' Flange 0.875

A325N

4 0.500

A325N

1 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T12 240'-220' Flange 0.875

A325N

4 0.500

A325N

1 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T13 220'-200' Flange 0.875 A325N

4 0.500 A325X

1 0.625 A325N

0 0.500 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

0

T14 200'-180' Flange 0.875

A325N

4 0.625

A325X

1 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

1

T15 180'-160' Flange 0.875

A325N

4 0.625

A325N

1 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

1

T16 160'-140' Flange 0.875 A325N

4 0.500 A325N

1 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

1

T17 140'-120' Flange 0.875 A325N

4 0.500 A325N

1 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

1

T18 120'-100' Flange 0.875

A325N

4 0.500

A325X

1 0.625

A325N

0 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T19 100'-80' Flange 0.875

A325N

4 0.625

A325N

1 0.625

A325N

0 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T20 80'-60' Flange 0.875

A325N

4 0.500

A325N

1 0.625

A325N

0 0.000

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T21 60'-40' Flange 0.875 A325N

4 0.500 A325N

1 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

1

T22 40'-20' Flange 0.875 A325N

4 0.500 A325N

1 0.625 A325N

0 0.000 A325N

0 0.625 A325N

0 0.625 A325N

0 0.500 A325N

1

T23 20'-8' Flange 0.875

A325N

4 0.500

A325N

1 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

T24 8'-0' Flange 0.875

A325N

4 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0 0.625

A325N

0 0.625

A325N

0 0.500

A325N

0

Guy Data

Guy

Elevation

ft

Guy

Grade

Guy

Size

Initial

Tension

K

%

Guy

Modulus

ksi

Guy

Weight

plf

Lu

ft

Anchor

Radius

ft

Anchor

Azimuth Adj.

°

Anchor

Elevation

ft

End

Fitting Efficiency

%

100 EHS A B

C

1 1

1

12.540 12.540

12.540

12% 12%

12%

19000.000 19000.000

19000.000

2.100 2.100

2.100

238'9-5/32'' 238'9-5/32''

238'9-5/32''

220' 220'

220'

0.000 0.000

0.000

0' 0'

0'

100% 100%

100% 180 EHS A

B

C

1

1

1

7.315

7.315

7.315

7%

7%

7%

19000.000

19000.000

19000.000

2.100

2.100

2.100

281'10-3/8''

281'10-3/8''

281'10-3/8''

220'

220'

220'

0.000

0.000

0.000

0'

0'

0'

100%

100%

100% 280 EHS A

B C

1

1 1

9.405

9.405 9.405

9%

9% 9%

19000.000

19000.000 19000.000

2.100

2.100 2.100

353'15/16''

353'15/16'' 353'15/16''

220'

220' 220'

0.000

0.000 0.000

0'

0' 0'

100%

100% 100%



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

10 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Guy Data(cont’d)

Guy

Elevation ft

Mount

Type

Torque-Arm

Spread

ft

Torque-Arm

Leg Angle

°

Torque-Arm

Style

Torque-Arm

Grade

Torque-Arm

Type

Torque-Arm Size

100 Corner 180 Corner

280 Torque Arm 16' 30.000 Bat Ear A572-50 (50 ksi)

Equal Angle Pipe

L3 1/2x3 1/2x1/2 ROHN 3 STD

Guy Data (cont’d)

Guy

Elevation ft

Diagonal

Grade

Diagonal

Type

Upper Diagonal

Size

Lower Diagonal

Size

Is

Strap.

Pull-Off

Grade

Pull-Off Type Pull-Off Size

100' A36

(36 ksi)

Solid Round No A36

(36 ksi)

Double Angle 2L3x2x1/4x3/8

180' A36

(36 ksi)

Solid Round No A36

(36 ksi)


280' A36 (36 ksi)

Solid Round No A36 (36 ksi)


Guy Data (cont’d)

Guy Elevation

ft

Cable Weight

A

K

Cable Weight

B

K

Cable Weight

C

K

Cable Weight

D

K

Tower Intercept

A

ft

Tower Intercept

B

ft

Tower Intercept

C

ft

Tower Intercept

D

ft

100 0.501 0.501 0.501 4'8-7/8''

3.8 sec/pulse

4'8-7/8''

3.8 sec/pulse

4'8-7/8''

3.8 sec/pulse

180 0.592 0.592 0.592 11'1-17/32'' 5.8 sec/pulse

11'1-17/32'' 5.8 sec/pulse

11'1-17/32'' 5.8 sec/pulse

280 0.741 0.741 0.741 13'6-1/8'' 6.3 sec/pulse

13'6-1/8'' 6.3 sec/pulse

13'6-1/8'' 6.3 sec/pulse

Guy Data (cont’d)

Torque Arm Pull Off Diagonal

Guy Elevation

ft

Calc K

Single

Angles

Calc K

Solid

Rounds

Kx Ky Kx Ky Kx Ky

100 No No 1 1 1 1

180 No No 1 1 1 1

280 No No 0.6 0.6 1 1 1 1



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

11 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Guy Data (cont’d)

Torque-Arm Pull Off Diagonal

Guy Elevation

ft

Bolt Size in

Number Net Width Deduct

in

U

Bolt Size in


in

U

Bolt Size in


in

U

100 0.000

A325N

0 0.000 1 0.750

A325N

2 0.000 0.75 0.625

A325N

0 0.000 0.75

180 0.000

A325N

0 0.000 1 0.750

A325N

2 0.000 0.75 0.625

A325N

0 0.000 0.75

280 0.875

A490X

2 0.000 1 0.625

A325N

2 0.000 0.75 0.625

A325N

0 0.000 0.75

Guy Pressures

Guy Elevation

ft

Guy Location

z

ft

qz

ksf

qz Ice

ksf

Ice Thickness

in

100 A B

C

50' 50'

50'

0.043 0.043

0.043

180 A

B

C

90'

90'

90'

0.049

0.049

0.049

280 A

B C

140'

140' 140'

0.054

0.054 0.054

Feed Line/Linear Appurtenances - Entered As Round Or Flat

Description Face

or Leg

Allow

Shield

Component

Type

Placement

ft

Face

Offset in

Lateral

Offset (Frac FW)

# #

Per Row

Clear

Spacing in

Width or

Diameter in

Perimeter

in

Weight

klf

* Face A *

LDF7-50A(1-5/8'') (E)

A No Ar (CaAa) 285' - 0' 0.000 -0.2 6 3 0.500 1.980 0.001

* LDF7-50A(1-5/8'')

(E)

A No Ar (CaAa) 227' - 0' -0.250 0.25 12 6 0.500

0.750

1.980 0.001

LDF7-50A(1-5/8'') (E)

A No Ar (CaAa) 245' - 227' 0.000 0.25 6 6 0.500 0.750

1.980 0.001

* LDF4-50A(1/2'')

(E-Side Lights)

A No Ar (CaAa) 151' - 0' 0.000 0.49 2 2 0.630 0.630 0.000

LDF4-50A(1/2'') (E-Side Lights)

A No Ar (CaAa) 300' - 151' 0.000 0.49 1 1 0.630 0.630 0.000

* Face B * LDF12-50A(2-1/4'')

(E)

B No Ar (CaAa) 300' - 0' 0.000 0 6 6 0.500

0.750

2.350 0.001

WR-VG86ST-BRD( 3/4)

(R)

B No Ar (CaAa) 300' - 0' 0.000 0.18 2 1 0.500 0.774 0.001

FB-L98B-034-XXXXX

X( 3/8)

(R(1)+E(1))

B No Ar (CaAa) 300' - 0' 0.000 0.16 2 1 0.394 0.394 0.000 Reviewed For Code Compliance


82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

12 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Description Face or

Leg

Allow Shield

Component Type

Placement

ft

Face Offset

in

Lateral Offset

(Frac FW)

# # Per

Row

Clear Spacing

in

Width or Diameter

in

Perimeter

in

Weight

klf

* Face C * LDF7-50A(1-5/8'')

(6E+1P)

C No Ar (CaAa) 285' - 0' 0.000 -0.35 7 4 0.850

0.750

1.980 0.001

****

Safety Line 3/8

(E)

B No Ar (CaAa) 300' - 0' 0.000 0.5 1 1 0.375 0.375 0.000

***

ROHN Waveguide Brackets

(E)

A No Af (CaAa) 300' - 0' 0.000 0 1 1 1.750 1.750 0.001

ROHN Waveguide Brackets

(E)

B No Af (CaAa) 300' - 0' 0.000 0 1 1 1.750 1.750 0.001

ROHN Waveguide

Brackets

(E)

C No Af (CaAa) 300' - 0' 0.000 0 1 1 1.750 1.750 0.001

*$$$*

Feed Line/Linear Appurtenances Section Areas

Tower Section

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

T1 300'-296' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

1.419 7.660

1.167

0.000 0.000

0.000

0.006 0.040

0.005

T2 296'-292' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

1.419 7.668

1.167

0.000 0.000

0.000

0.006 0.040

0.005 T3 292'-288' A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

1.419

7.676

1.167

0.000

0.000

0.000

0.006

0.040

0.005 T4 288'-284' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

2.607

7.684 2.553

0.000

0.000 0.000

0.011

0.040 0.011

T5 284'-280' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

6.171

7.692 6.711

0.000

0.000 0.000

0.025

0.040 0.028

T6 280'-276' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

6.171 7.700

6.711

0.000 0.000

0.000

0.025 0.040

0.028

T7 276'-272' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

6.171 7.708

6.711

0.000 0.000

0.000

0.025 0.040

0.028

T8 272'-268' A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

6.171

7.717

6.711

0.000

0.000

0.000

0.025

0.040

0.028 T9 268'-264' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

6.171

7.725 6.711

0.000

0.000 0.000

0.025

0.040 0.028

T10 264'-260' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

6.171

7.734 6.711

0.000

0.000 0.000

0.025

0.040 0.028

T11 260'-240' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

36.793 38.805

33.553

0.000 0.000

0.000

0.151 0.202

0.140

T12 240'-220' A B

0.000 0.000

0.000 0.000

62.929 39.048

0.000 0.000

0.260 0.202



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

13 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Section

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

C 0.000 0.000 33.553 0.000 0.140 T13 220'-200' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

78.373

39.316 33.553

0.000

0.000 0.000

0.324

0.202 0.140

T14 200'-180' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

78.373

39.454 33.553

0.000

0.000 0.000

0.324

0.202 0.140

T15 180'-160' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

78.373 39.454

33.553

0.000 0.000

0.000

0.324 0.202

0.140

T16 160'-140' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

79.066 39.454

33.553

0.000 0.000

0.000

0.325 0.202

0.140 T17 140'-120' A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

79.633

39.454

33.553

0.000

0.000

0.000

0.327

0.202

0.140 T18 120'-100' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

79.633

39.454 33.553

0.000

0.000 0.000

0.327

0.202 0.140

T19 100'-80' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

79.633

39.454 33.553

0.000

0.000 0.000

0.327

0.202 0.140

T20 80'-60' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

79.633 39.454

33.553

0.000 0.000

0.000

0.327 0.202

0.140

T21 60'-40' A B

C

0.000 0.000

0.000

0.000 0.000

0.000

79.633 39.454

33.553

0.000 0.000

0.000

0.327 0.202

0.140

T22 40'-20' A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

79.633

39.454

33.553

0.000

0.000

0.000

0.327

0.202

0.140 T23 20'-8' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

47.780

23.672 20.132

0.000

0.000 0.000

0.196

0.121 0.084

T24 8'-0' A

B C

0.000

0.000 0.000

0.000

0.000 0.000

31.853

15.782 13.421

0.000

0.000 0.000

0.131

0.081 0.056

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPX

Ice

in

CPZ

Ice

in

T1 300'-296' 2.131 -1.133 1.742 -0.888

T2 296'-292' 2.248 -1.195 1.858 -0.948

T3 292'-288' 2.250 -1.196 1.858 -0.948

T4 288'-284' 2.090 -0.742 1.717 -0.438 T5 284'-280' 1.727 0.171 1.415 0.509

T6 280'-276' 1.598 0.157 1.295 0.465 T7 276'-272' 1.658 0.161 1.349 0.485

T8 272'-268' 1.639 0.158 1.330 0.478

T9 268'-264' 1.696 0.163 1.383 0.497 T10 264'-260' 1.588 0.151 1.282 0.461

T11 260'-240' 1.594 -0.066 1.266 0.238 T12 240'-220' 1.134 -0.778 0.793 -0.596

T13 220'-200' 1.016 -0.990 0.671 -0.838

T14 200'-180' 0.656 -0.818 0.656 -0.818 T15 180'-160' 0.650 -0.811 0.650 -0.811



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

14 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section Elevation

ft

CPX

in

CPZ

in

CPX

Ice

in

CPZ

Ice

in

T16 160'-140' 0.652 -0.851 0.652 -0.851 T17 140'-120' 0.650 -0.877 0.650 -0.877

T18 120'-100' 0.665 -0.898 0.665 -0.898 T19 100'-80' 0.659 -0.889 0.659 -0.889

T20 80'-60' 0.657 -0.887 0.657 -0.887

T21 60'-40' 0.655 -0.884 0.655 -0.884 T22 40'-20' 0.655 -0.884 0.655 -0.884

T23 20'-8' 0.670 -0.905 0.670 -0.905 T24 8'-0' 0.000 0.000 0.000 0.000

Shielding Factor Ka

Tower Section

Feed Line Record No.

Description Feed Line Segment Elev.

Ka No Ice

Ka Ice

T1 8 LDF4-50A(1/2") 296.00 - 300.00 0.6000 0.6000

T1 11 LDF12-50A(2-1/4") 296.00 - 300.00 1.0000 0.6000 T1 12 WR-VG86ST-BRD( 3/4) 296.00 - 300.00 0.6000 0.6000

T1 13 FB-L98B-034-XXXXXX( 3/8) 296.00 - 300.00 0.6000 0.6000 T1 18 Safety Line 3/8 296.00 - 300.00 0.6000 0.6000

T1 20 ROHN Waveguide Brackets 296.00 - 300.00 0.6000 0.6000

T1 21 ROHN Waveguide Brackets 296.00 - 300.00 0.6000 0.6000 T1 22 ROHN Waveguide Brackets 296.00 - 300.00 0.6000 0.6000

T2 8 LDF4-50A(1/2") 292.00 - 296.00 0.6000 0.6000 T2 11 LDF12-50A(2-1/4") 292.00 - 296.00 1.0000 0.6000

T2 12 WR-VG86ST-BRD( 3/4) 292.00 - 296.00 0.6000 0.6000




T3 8 LDF4-50A(1/2") 288.00 - 292.00 0.6000 0.6000 T3 11 LDF12-50A(2-1/4") 288.00 - 292.00 1.0000 0.6000

T3 12 WR-VG86ST-BRD( 3/4) 288.00 - 292.00 0.6000 0.6000




T4 2 LDF7-50A(1-5/8") 284.00 - 285.00 0.6000 0.6000 T4 8 LDF4-50A(1/2") 284.00 - 288.00 0.6000 0.6000

T4 11 LDF12-50A(2-1/4") 284.00 - 288.00 1.0000 0.6000

T4 12 WR-VG86ST-BRD( 3/4) 284.00 - 288.00 0.6000 0.6000

T4 13 FB-L98B-034-XXXXXX( 3/8) 284.00 - 288.00 0.6000 0.6000

T4 15 LDF7-50A(1-5/8") 284.00 - 285.00 0.6000 0.6000 T4 18 Safety Line 3/8 284.00 - 288.00 0.6000 0.6000



T5 2 LDF7-50A(1-5/8") 280.00 - 284.00 0.6000 0.6000 T5 8 LDF4-50A(1/2") 280.00 - 284.00 0.6000 0.6000


T5 13 FB-L98B-034-XXXXXX( 3/8) 280.00 - 284.00 0.6000 0.6000




82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

15 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Section



Ka No Ice

Ka Ice



T6 2 LDF7-50A(1-5/8") 276.00 - 280.00 0.6000 0.6000 T6 8 LDF4-50A(1/2") 276.00 - 280.00 0.6000 0.6000

T6 11 LDF12-50A(2-1/4") 276.00 - 280.00 1.0000 0.6000

T6 12 WR-VG86ST-BRD( 3/4) 276.00 - 280.00 0.6000 0.6000 T6 13 FB-L98B-034-XXXXXX( 3/8) 276.00 - 280.00 0.6000 0.6000




T7 2 LDF7-50A(1-5/8") 272.00 - 276.00 0.6000 0.6000 T7 8 LDF4-50A(1/2") 272.00 - 276.00 0.6000 0.6000

T7 11 LDF12-50A(2-1/4") 272.00 - 276.00 1.0000 0.6000





T8 2 LDF7-50A(1-5/8") 268.00 - 272.00 0.6000 0.6000 T8 8 LDF4-50A(1/2") 268.00 - 272.00 0.6000 0.6000

T8 11 LDF12-50A(2-1/4") 268.00 - 272.00 1.0000 0.6000


T8 15 LDF7-50A(1-5/8") 268.00 - 272.00 0.6000 0.6000

T8 18 Safety Line 3/8 268.00 - 272.00 0.6000 0.6000



T9 2 LDF7-50A(1-5/8") 264.00 - 268.00 0.6000 0.6000 T9 8 LDF4-50A(1/2") 264.00 - 268.00 0.6000 0.6000

T9 11 LDF12-50A(2-1/4") 264.00 - 268.00 1.0000 0.6000





T10 2 LDF7-50A(1-5/8") 260.00 - 264.00 0.6000 0.6000 T10 8 LDF4-50A(1/2") 260.00 - 264.00 0.6000 0.6000

T10 11 LDF12-50A(2-1/4") 260.00 - 264.00 1.0000 0.6000





T11 2 LDF7-50A(1-5/8") 240.00 - 260.00 0.6000 0.6000 T11 5 LDF7-50A(1-5/8") 240.00 - 245.00 0.6000 0.6000

T11 8 LDF4-50A(1/2") 240.00 - 260.00 0.6000 0.6000


T11 13 FB-L98B-034-XXXXXX( 3/8) 240.00 - 260.00 0.6000 0.6000





82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

16 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Section



Ka No Ice

Ka Ice


T11 22 ROHN Waveguide Brackets 240.00 - 260.00 0.6000 0.6000 T12 2 LDF7-50A(1-5/8") 220.00 - 240.00 0.6000 0.6000

T12 4 LDF7-50A(1-5/8") 220.00 - 227.00 0.6000 0.6000 T12 5 LDF7-50A(1-5/8") 227.00 - 240.00 0.6000 0.6000

T12 8 LDF4-50A(1/2") 220.00 - 240.00 0.6000 0.6000


T12 13 FB-L98B-034-XXXXXX( 3/8) 220.00 - 240.00 0.6000 0.6000 T12 15 LDF7-50A(1-5/8") 220.00 - 240.00 0.6000 0.6000

T12 18 Safety Line 3/8 220.00 - 240.00 0.6000 0.6000



T13 4 LDF7-50A(1-5/8") 200.00 - 220.00 0.6000 0.6000

T13 8 LDF4-50A(1/2") 200.00 - 220.00 0.6000 0.6000 T13 11 LDF12-50A(2-1/4") 200.00 - 220.00 1.0000 0.6000


T13 15 LDF7-50A(1-5/8") 200.00 - 220.00 0.6000 0.6000

T13 18 Safety Line 3/8 200.00 - 220.00 0.6000 0.6000 T13 20 ROHN Waveguide Brackets 200.00 - 220.00 0.6000 0.6000


T14 2 LDF7-50A(1-5/8") 180.00 - 200.00 0.6000 0.6000

T14 4 LDF7-50A(1-5/8") 180.00 - 200.00 0.6000 0.6000 T14 8 LDF4-50A(1/2") 180.00 - 200.00 0.6000 0.6000

T14 11 LDF12-50A(2-1/4") 180.00 - 200.00 0.6000 0.6000

T14 12 WR-VG86ST-BRD( 3/4) 180.00 - 200.00 0.6000 0.6000

T14 13 FB-L98B-034-XXXXXX( 3/8) 180.00 - 200.00 0.6000 0.6000




T15 2 LDF7-50A(1-5/8") 160.00 - 180.00 0.6000 0.6000 T15 4 LDF7-50A(1-5/8") 160.00 - 180.00 0.6000 0.6000

T15 8 LDF4-50A(1/2") 160.00 - 180.00 0.6000 0.6000 T15 11 LDF12-50A(2-1/4") 160.00 - 180.00 0.6000 0.6000

T15 12 WR-VG86ST-BRD( 3/4) 160.00 - 180.00 0.6000 0.6000





T16 4 LDF7-50A(1-5/8") 140.00 - 160.00 0.6000 0.6000 T16 7 LDF4-50A(1/2") 140.00 - 151.00 0.6000 0.6000

T16 8 LDF4-50A(1/2") 151.00 - 160.00 0.6000 0.6000



T16 18 Safety Line 3/8 140.00 - 160.00 0.6000 0.6000



T17 2 LDF7-50A(1-5/8") 120.00 - 140.00 0.6000 0.6000 T17 4 LDF7-50A(1-5/8") 120.00 - 140.00 0.6000 0.6000

T17 7 LDF4-50A(1/2") 120.00 - 140.00 0.6000 0.6000



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

17 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Section



Ka No Ice

Ka Ice

T17 11 LDF12-50A(2-1/4") 120.00 - 140.00 0.6000 0.6000





T18 2 LDF7-50A(1-5/8") 100.00 - 120.00 0.6000 0.6000 T18 4 LDF7-50A(1-5/8") 100.00 - 120.00 0.6000 0.6000

T18 7 LDF4-50A(1/2") 100.00 - 120.00 0.6000 0.6000



T18 18 Safety Line 3/8 100.00 - 120.00 0.6000 0.6000



T19 4 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000

T19 7 LDF4-50A(1/2") 80.00 - 100.00 0.6000 0.6000 T19 11 LDF12-50A(2-1/4") 80.00 - 100.00 0.6000 0.6000


T19 15 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000




T20 2 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000

T20 4 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000 T20 7 LDF4-50A(1/2") 60.00 - 80.00 0.6000 0.6000


T20 13 FB-L98B-034-XXXXXX( 3/8) 60.00 - 80.00 0.6000 0.6000




T21 2 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000 T21 4 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000

T21 7 LDF4-50A(1/2") 40.00 - 60.00 0.6000 0.6000 T21 11 LDF12-50A(2-1/4") 40.00 - 60.00 0.6000 0.6000

T21 12 WR-VG86ST-BRD( 3/4) 40.00 - 60.00 0.6000 0.6000





T22 4 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000 T22 7 LDF4-50A(1/2") 20.00 - 40.00 0.6000 0.6000

T22 11 LDF12-50A(2-1/4") 20.00 - 40.00 0.6000 0.6000


T22 15 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000





82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

18 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tower Section



Ka No Ice

Ka Ice


T23 2 LDF7-50A(1-5/8") 8.00 - 20.00 0.6000 0.6000 T23 4 LDF7-50A(1-5/8") 8.00 - 20.00 0.6000 0.6000

T23 7 LDF4-50A(1/2") 8.00 - 20.00 0.6000 0.6000 T23 11 LDF12-50A(2-1/4") 8.00 - 20.00 0.6000 0.6000

T23 12 WR-VG86ST-BRD( 3/4) 8.00 - 20.00 0.6000 0.6000





T24 4 LDF7-50A(1-5/8") 0.00 - 8.00 0.0000 0.0000 T24 7 LDF4-50A(1/2") 0.00 - 8.00 0.0000 0.0000

T24 11 LDF12-50A(2-1/4") 0.00 - 8.00 0.0000 0.0000





Discrete Tower Loads

Description Face or

Leg

Offset Type

Offsets: Horz

Lateral Vert

ft

ft ft

Azimuth Adjustment

°

Placement

ft

CAAA Front

ft2

CAAA Side

ft2

Weight

K

Lightning Rod 5/8'' x 3' on 7'

Mount Pipe (E)

C From Leg 0.000

0' 5'

0.000 300' No Ice 1.850 1.850 0.036

Flash Beacon Lighting (E)

A From Leg 0.000 0'

1'

0.000 300' No Ice 2.700 2.700 0.050

Side Lighting (E)

A From Leg 0.500 0'

0'

0.000 151' No Ice 0.133 0.133 0.005

Side Lighting

(E)

B From Leg 0.500

0'

0'

0.000 151' No Ice 0.133 0.133 0.005

Side Lighting

(E)

C From Leg 0.500

0' 0'

0.000 151' No Ice 0.133 0.133 0.005

**/>**

SBNHH-1D65C w/ Mount Pipe

(R)

A From Leg 4.000 0'

0'

0.000 300' No Ice 11.588 9.793 0.099

SBNHH-1D65C w/ Mount

Pipe

(R)

C From Leg 4.000

0'

0'

0.000 300' No Ice 11.588 9.793 0.099

SBNHH-1D65C w/ Mount

Pipe (R)

B From Leg 4.000

0' 0'

0.000 300' No Ice 11.588 9.793 0.099 Reviewed For Code Compliance


82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

19 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Description Face or

Leg

Offset Type

Offsets: Horz

Lateral Vert

ft

ft ft

Azimuth Adjustment

°

Placement

ft

CAAA Front

ft2

CAAA Side

ft2

Weight

K

742 352 w/ Mount Pipe

(R)

A From Leg 4.000

0' 0'

0.000 300' No Ice 6.646 3.066 0.056

742 352 w/ Mount Pipe (R)

B From Leg 4.000 0'

0'

0.000 300' No Ice 6.646 3.066 0.056

742 352 w/ Mount Pipe (R)

C From Leg 4.000 0'

0'

0.000 300' No Ice 6.646 3.066 0.056

(2) RRUS 11

(R)

A From Leg 4.000

0'

0'

0.000 300' No Ice 3.249 1.373 0.048

(2) RRUS 11

(R)

B From Leg 4.000

0' 0'

0.000 300' No Ice 3.249 1.373 0.048

(2) RRUS 11

(R)

C From Leg 4.000

0' 0'

0.000 300' No Ice 3.249 1.373 0.048

DC6-48-60-18-8F (R)

B From Leg 4.000 0'

0'

0.000 300' No Ice 1.467 1.467 0.019

Sector Mount [SM 1303-3] (R)

C None 0.000 300' No Ice 30.200 30.200 1.104

**/>**

**/>**

BXA-70080-8CF-EDIN-2 w/

Mount Pipe (E)

A From Leg 4.000

0' 0'

0.000 285' No Ice 8.441 8.703 0.055

BXA-70080-8CF-EDIN-2 w/ Mount Pipe

(E)

B From Leg 4.000 0'

0'

0.000 285' No Ice 8.441 8.703 0.055

BXA-70080-8CF-EDIN-2 w/ Mount Pipe

(E)

C From Leg 4.000 0'

0'

0.000 285' No Ice 8.441 8.703 0.055

(2) FD9R6004

(E)

A From Leg 4.000

0'

0'

0.000 285' No Ice 0.367 0.085 0.003

(2) FD9R6004

(E)

B From Leg 4.000

0' 0'

0.000 285' No Ice 0.367 0.085 0.003

(2) FD9R6004

(E)

C From Leg 4.000

0' 0'

0.000 285' No Ice 0.367 0.085 0.003

X7C-FRO-860-VR0 (P)

A From Leg 4.000 0'

0'

0.000 285' No Ice 13.627 8.511 0.050

X7C-FRO-860-VR0 (P)

B From Leg 4.000 0'

0'

0.000 285' No Ice 13.627 8.511 0.050

X7C-FRO-860-VR0

(P)

C From Leg 4.000

0'

0'

0.000 285' No Ice 13.627 8.511 0.050

HBXX-6516DS-A2M

(P)

A From Leg 4.000

0'

0'

0.000 285' No Ice 5.938 3.280 0.031

HBXX-6516DS-A2M

(P)

B From Leg 4.000

0'

0.000 285' No Ice 5.938 3.280 0.031



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

20 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Description Face or

Leg

Offset Type

Offsets: Horz

Lateral Vert

ft

ft ft

Azimuth Adjustment

°

Placement

ft

CAAA Front

ft2

CAAA Side

ft2

Weight

K

0'

HBXX-6516DS-A2M (P)

C From Leg 4.000 0'

0'

0.000 285' No Ice 5.938 3.280 0.031

RHSDC-3315-PF-48

(P)

A From Leg 4.000

0'

0'

0.000 285' No Ice 4.326 2.557 0.032

RRUS12/RRUS A2

(P)

A From Leg 4.000

0' 0'

0.000 285' No Ice 3.667 2.141 0.072

RRUS12/RRUS A2

(P)

B From Leg 4.000

0' 0'

0.000 285' No Ice 3.667 2.141 0.072

RRUS12/RRUS A2 (P)

C From Leg 4.000 0'

0'

0.000 285' No Ice 3.667 2.141 0.072

6' x 2'' Mount Pipe (E)

A From Leg 4.000 0'

0'

0.000 285' No Ice 1.425 1.425 0.022

6' x 2'' Mount Pipe

(E)

B From Leg 4.000

0'

0'

0.000 285' No Ice 1.425 1.425 0.022

6' x 2'' Mount Pipe

(E)

C From Leg 4.000

0'

0'

0.000 285' No Ice 1.425 1.425 0.022

Sector Mount [SM 402-3]

(E-2 Pipes/Sector)

C None 0.000 285' No Ice 18.910 18.910 0.851

**/>**

**/>** (2) RV65-18-02DPL2 w/

Mount Pipe

(E)

A From Leg 0.500

0'

0'

0.000 245' No Ice 3.537 3.294 0.031

(2) AP18-1900/063D w/

Mount Pipe (E)

B From Leg 0.500

0' 0'

0.000 245' No Ice 3.397 2.258 0.029

(2) AP18-1900/063D w/

Mount Pipe (E)

C From Leg 0.500

0' 0'

0.000 245' No Ice 3.397 2.258 0.029

Sector Mount [SM 501-3] (E)

C None 0.000 245' No Ice 24.210 24.210 0.900

**/>**

(2) 58010 w/ Mount Pipe (E)

A From Leg 4.000 0'

2'

0.000 227' No Ice 3.616 3.116 0.031

(2) 58010 w/ Mount Pipe

(E)

B From Leg 4.000

0'

2'

0.000 227' No Ice 3.616 3.116 0.031

(2) 58010 w/ Mount Pipe

(E)

C From Leg 4.000

0' 2'

0.000 227' No Ice 3.616 3.116 0.031

(2) LGP 13904

(E)

A From Leg 4.000

0' 2'

0.000 227' No Ice 0.586 0.280 0.010

(2) LGP 13904

(E)

B From Leg 4.000

0' 2'

0.000 227' No Ice 0.586 0.280 0.010

(2) LGP 13904 C From Leg 4.000 0.000 227' No Ice 0.586 0.280 0.010



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

21 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Description Face or

Leg

Offset Type

Offsets: Horz

Lateral Vert

ft

ft ft

Azimuth Adjustment

°

Placement

ft

CAAA Front

ft2

CAAA Side

ft2

Weight

K

(E) 0'

2' 6' x 2'' Mount Pipe

(E)

A From Leg 4.000

0' 0'

0.000 227' No Ice 1.425 1.425 0.022

6' x 2'' Mount Pipe

(E)

B From Leg 4.000

0' 0'

0.000 227' No Ice 1.425 1.425 0.022

6' x 2'' Mount Pipe (E)

C From Leg 4.000 0'

0'

0.000 227' No Ice 1.425 1.425 0.022

Sector Mount [SM 502-3] (E)

C None 0.000 227' No Ice 33.020 33.020 1.673

**/>**

Load Combinations

Comb.

No.

Description

1 Dead Only

2 1.2 Dead+1.6 Wind 0 deg - No Ice+1.0 Guy

3 1.2D+1.6W (pattern 1) 0 deg - No Ice+1.0 Guy

4 1.2D+1.6W (pattern 2) 0 deg - No Ice+1.0 Guy 5 1.2D+1.6W (pattern 3) 0 deg - No Ice+1.0 Guy

6 1.2D+1.6W (pattern 4) 0 deg - No Ice+1.0 Guy 7 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy



















82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

22 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Comb. No.

Description



37 1.2 Dead+1.6 Wind 210 deg - No Ice+1.0 Guy 38 1.2D+1.6W (pattern 1) 210 deg - No Ice+1.0 Guy















62 Dead+Wind 0 deg - Service+Guy



65 Dead+Wind 90 deg - Service+Guy 66 Dead+Wind 120 deg - Service+Guy





Maximum Tower Deflections - Service Wind

Section

No.

Elevation

ft

Horz.

Deflection

in

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 300 - 296 2.182 64 0.063 0.019

T2 296 - 292 2.206 64 0.064 0.019 T3 292 - 288 2.232 64 0.065 0.019

T4 288 - 284 2.258 64 0.069 0.019 T5 284 - 280 2.289 64 0.073 0.018

T6 280 - 276 2.322 64 0.081 0.018

T7 276 - 272 2.372 64 0.086 0.018 T8 272 - 268 2.423 64 0.086 0.018

T9 268 - 264 2.470 64 0.080 0.019 T10 264 - 260 2.512 64 0.072 0.020

T11 260 - 240 2.554 63 0.062 0.021

T12 240 - 220 2.704 62 0.027 0.026 T13 220 - 200 2.729 62 0.034 0.029



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

23 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T14 200 - 180 2.592 62 0.059 0.032 T15 180 - 160 2.342 62 0.063 0.035

T16 160 - 140 2.095 62 0.065 0.036 T17 140 - 120 1.795 62 0.077 0.037

T18 120 - 100 1.465 70 0.073 0.038

T19 100 - 80 1.179 70 0.054 0.038 T20 80 - 60 1.009 70 0.038 0.037

T21 60 - 40 0.861 70 0.041 0.036 T22 40 - 20 0.662 70 0.059 0.033

T23 20 - 8 0.367 70 0.079 0.029

T24 8 - 0 0.151 70 0.086 0.026

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft

300' Lightning Rod 5/8'' x 3' on 7' Mount Pipe

64 2.182 0.063 0.019 171580

285' BXA-70080-8CF-EDIN-2 w/ Mount

Pipe

64 2.281 0.072 0.019 70345

280' Guy 64 2.322 0.081 0.018 13211

245' (2) RV65-18-02DPL2 w/ Mount Pipe

63 2.674 0.034 0.025 27658

227' (2) 58010 w/ Mount Pipe 62 2.740 0.020 0.028 28284

180' Guy 62 2.342 0.063 0.035 49913 151' Side Lighting 62 1.967 0.070 0.037 76404

100' Guy 70 1.179 0.054 0.038 31685

Maximum Tower Deflections - Design Wind

Section

No.

Elevation

ft

Horz.

Deflection in

Gov.

Load Comb.

Tilt

°

Twist

°

T1 300 - 296 51.093 4 0.230 0.184

T2 296 - 292 50.959 3 0.225 0.184

T3 292 - 288 50.850 3 0.210 0.183 T4 288 - 284 50.752 3 0.230 0.182

T5 284 - 280 50.685 3 0.267 0.180

T6 280 - 276 50.640 3 0.321 0.177

T7 276 - 272 50.735 3 0.354 0.178

T8 272 - 268 50.831 3 0.354 0.179 T9 268 - 264 50.904 3 0.302 0.187

T10 264 - 260 50.922 3 0.233 0.195 T11 260 - 240 50.865 3 0.239 0.203

T12 240 - 220 49.796 3 0.528 0.233

T13 220 - 200 47.354 22 0.861 0.256 T14 200 - 180 43.616 42 1.098 0.272

T15 180 - 160 38.992 42 1.172 0.283 T16 160 - 140 34.529 42 1.176 0.294

T17 140 - 120 29.834 46 1.251 0.300

T18 120 - 100 25.061 46 1.187 0.301



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

24 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T19 100 - 80 20.643 46 1.009 0.297 T20 80 - 60 17.172 46 0.845 0.295

T21 60 - 40 13.856 46 0.845 0.288 T22 40 - 20 10.046 46 1.016 0.265

T23 20 - 8 5.370 45 1.200 0.233

T24 8 - 0 2.190 45 1.271 0.210

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft

300' Lightning Rod 5/8'' x 3' on 7' Mount Pipe

4 51.093 0.230 0.184 22105

285' BXA-70080-8CF-EDIN-2 w/ Mount

Pipe

3 50.702 0.256 0.181 8202

280' Guy 3 50.640 0.321 0.177 1627

245' (2) RV65-18-02DPL2 w/ Mount Pipe

3 50.194 0.461 0.226 3257

227' (2) 58010 w/ Mount Pipe 2 48.359 0.743 0.248 3310

180' Guy 42 38.992 1.172 0.283 4970 151' Side Lighting 42 32.428 1.213 0.297 8525

100' Guy 46 20.643 1.009 0.297 3731



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

25 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Bolt Design Data

Section

No.

Elevation

ft

Component

Type

Bolt

Grade

Bolt Size

in

Number

Of Bolts

Maximum

Load per Bolt

K

Allowable

Load K

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T1 300 Diagonal A325N 0.625 1 3.701 9.108 0.406

1 Member Block Shear

Top Girt A325N 0.625 1 1.421 9.108 0.156


T2 296 Diagonal A325N 0.625 1 4.304 9.108 0.473

1 Member Block

Shear T3 292 Diagonal A325N 0.625 1 4.725 9.108

0.519 1 Member Block


0.678 1 Member Block

Shear

T5 284 Diagonal A325X 0.625 1 9.802 10.440 0.939

1 Gusset Bearing

T6 280 Leg A325N 0.875 4 10.457 40.589 0.258

1 Bolt Tension

Diagonal A325X 0.625 2 8.939 10.740 0.832

1 Member Block

Shear


A325N 0.500 1 0.858 6.253 0.137


Top Guy Pull-Off@280

A325N 0.625 2 24.253 24.673 0.983*


Torque Arm

Top@280

A490X 0.875 2 32.027 35.150 0.911*

1 Gusset Block

Shear Torque Arm

Bottom@280

A490X 0.875 2 29.479 34.256 0.861*

1 Gusset Bearing

T7 276 Diagonal A325X 0.625 2 7.700 10.740 0.717

1 Member Block

Shear


A325N 0.500 1 0.290 6.253 0.046


T8 272 Diagonal A325N 0.625 2 5.925 12.425 0.477

1 Bolt Shear

Secondary

Horizontal

A325N 0.500 1 1.723 6.253 0.275

1 Member Block

Shear

Bottom Guy Pull-Off@280

A325N 0.625 2 3.184 24.851 0.128

1 Bolt Shear

T9 268 Diagonal A325N 0.625 2 4.752 8.224 0.578


Secondary

Horizontal

A325N 0.500 1 2.963 6.253 0.474

1 Member Block


0.407 1 Bolt Shear


A325N 0.500 1 2.238 6.253 0.358


Bottom Girt A325N 0.625 2 2.081 11.623 0.179


T11 260 Leg A325N 0.875 4 14.366 40.589 0.354

1 Bolt Tension

Diagonal A325N 0.500 1 7.451 7.952 0.937

1 Bolt Shear

T12 240 Leg A325N 0.875 4 25.895 40.589 0.638

1 Bolt Tension

Diagonal A325N 0.500 1 4.916 7.952 0.618

1 Bolt Shear

T13 220 Leg A325N 0.875 4 21.690 40.589 0.534

1 Bolt Tension

Diagonal A325X 0.500 1 9.078 9.719 0.934

1 Bolt Shear

T14 200 Leg A325N 0.875 4 8.325 40.589 0.205

1 Bolt Tension

Diagonal A325X 0.625 1 11.389 12.492 0.912


Secondary

Horizontal

A325N 0.500 1 2.138 6.253 0.342

1 Member Block

Shear



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

26 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Component Type

Bolt Grade

Bolt Size

in

Number Of

Bolts

Maximum Load per

Bolt K

Allowable Load

K

Ratio

Load

Allowable

Allowable Ratio

Criteria

T15 180 Leg A325N 0.875 4 8.169 40.589 0.201

1 Bolt Tension

Diagonal A325N 0.625 1 6.692 12.425 0.539

1 Bolt Shear

Secondary

Horizontal

A325N 0.500 1 2.137 6.253 0.342

1 Member Block

Shear Top Guy

Pull-Off@180

A325N 0.750 2 12.442 16.747 0.743

1 Gusset Bearing

T16 160 Leg A325N 0.875 4 7.863 40.589 0.194

1 Bolt Tension

Diagonal A325N 0.500 1 3.442 7.952 0.433

1 Bolt Shear

Secondary

Horizontal

A325N 0.500 1 2.188 6.253 0.350

1 Member Block

Shear T17 140 Leg A325N 0.875 4 8.021 40.589

0.198 1 Bolt Tension

Diagonal A325N 0.500 1 7.032 7.952 0.884

1 Bolt Shear

Secondary

Horizontal

A325N 0.500 1 2.233 6.253 0.357

1 Member Block

Shear T18 120 Leg A325N 0.875 4 11.903 40.589

0.293 1 Bolt Tension

Diagonal A325X 0.500 1 8.097 8.265 0.980

1 Gusset Bearing

T19 100 Leg A325N 0.875 4 17.044 40.589 0.420

1 Bolt Tension

Diagonal A325N 0.625 1 8.296 10.440 0.795

1 Gusset Bearing

Top Guy

Pull-Off@100

A325N 0.750 2 11.990 16.747 0.716

1 Gusset Bearing

T20 80 Leg A325N 0.875 4 11.383 40.589 0.280

1 Bolt Tension

Diagonal A325N 0.500 1 6.354 7.952 0.799

1 Bolt Shear

T21 60 Leg A325N 0.875 4 10.706 40.589 0.264

1 Bolt Tension

Diagonal A325N 0.500 1 4.175 7.952 0.525

1 Bolt Shear


A325N 0.500 1 3.039 6.253 0.486


T22 40 Leg A325N 0.875 4 11.685 40.589 0.288

1 Bolt Tension

Diagonal A325N 0.500 1 3.691 7.952 0.464

1 Bolt Shear


A325N 0.500 1 3.055 6.253 0.489


T23 20 Leg A325N 0.875 4 10.727 40.589 0.264

1 Bolt Tension

Diagonal A325N 0.500 1 4.423 4.690 0.943

1 Member Block

Shear

T24 8 Leg A325N 0.875 4 10.312 40.589 0.254

1 Bolt Tension

*Capacity has been adjusted based on modification.



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

27 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Guy Design Data

Section

No.

Elevation

ft

Size

Initial

Tension K

Breaking

Load K

Actual

Tu

K

Allowable

Tn K

Required

S.F.

Actual

S.F.

T6 280' (A) (658) 1 EHS 9.405 104.500 57.754 62.700 1.000 1.086

280' (A) (659) 1 EHS 9.405 104.500 57.309 62.700 1.000 1.094

280' (B) (652) 1 EHS 9.405 104.500 57.178 62.700 1.000 1.097

280' (B) (653) 1 EHS 9.405 104.500 57.748 62.700 1.000 1.086

280' (C) (640) 1 EHS 9.405 104.500 57.327 62.700 1.000 1.094

280' (C) (641) 1 EHS 9.405 104.500 57.201 62.700 1.000 1.096

T15 180' (A) (639) 1 EHS 7.315 104.500 64.549 62.700 1.000 0.971 180' (B) (638) 1 EHS 7.315 104.500 64.580 62.700 1.000 0.971 180' (C) (634) 1 EHS 7.315 104.500 64.551 62.700 1.000 0.971

T19 100' (A) (633) 1 EHS 12.540 104.500 54.903 62.700 1.000 1.142

100' (B) (632) 1 EHS 12.540 104.500 54.913 62.700 1.000 1.142

100' (C) (628) 1 EHS 12.540 104.500 54.903 62.700 1.000 1.142



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

28 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Compression Checks

Leg Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 296 ROHN 2.5 EH 4' 4' 51.9

K=1.00

2.254 -4.958 83.252 0.060 1

T2 296 - 292 ROHN 2.5 EH 4' 4' 51.9

K=1.00 2.254 -13.401 83.252 0.161 1

T3 292 - 288 ROHN 2.5 EH 4' 4' 51.9

K=1.00

2.254 -23.583 83.252 0.283 1

T4 288 - 284 ROHN 2.5 EH 4' 4' 51.9

K=1.00 2.254 -34.823 83.252 0.418 1

T5 284 - 280 ROHN 2.5 EH 4' 4' 51.9

K=1.00

2.254 -52.912 83.252 0.636 1

T6 280 - 276 ROHN 3 EH 4' 2' 21.1

K=1.00

3.016 -49.530 131.362 0.377 1

T7 276 - 272 ROHN 3 EH 4' 2' 21.1

K=1.00 3.016 -16.741 131.362 0.127 1

T8 272 - 268 ROHN 3 EH 4' 2' 21.1

K=1.00

3.016 -99.453 131.362 0.757 1

T9 268 - 264 ROHN 3 EH 4' 2' 21.1

K=1.00 3.016 -120.140 131.362 0.915 1

T10 264 - 260 ROHN 3 EH 4' 2' 21.1

K=1.00

3.016 -129.206 131.362 0.984 1

T11 260 - 240 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0

K=1.00

6.151 -181.514 235.464 0.771 1

T12 240 - 220 BU# 812483---3 XS w/

4.5x0.5 20' 4' 47.0

K=1.00 6.151 -184.994 235.464 0.786 1

T13 220 - 200 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0

K=1.00

6.151 -166.874 235.464 0.709 1

T14 200 - 180 ROHN 3 EH 20' 2' 21.1

K=1.00 3.016 -99.940 131.362 0.761 1

T15 180 - 160 ROHN 3 EH 20' 2' 21.1

K=1.00

3.016 -98.077 131.362 0.747 1

T16 160 - 140 ROHN 3 EH 20' 2' 21.1

K=1.00

3.016 -94.391 131.362 0.719 1

T17 140 - 120 ROHN 3 EH 20' 2' 21.1

K=1.00 3.016 -128.906 131.362 0.981 1

T18 120 - 100 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0

K=1.00

6.151 -202.524 235.464 0.860 1

T19 100 - 80 BU# 812483---3 XS w/

4.5x0.5 20' 4' 47.0

K=1.00 6.151 -204.532 235.464 0.869 1

T20 80 - 60 ROHN 3.5 EH 20' 4' 36.7

K=1.00

3.678 -136.594 149.975 0.911 1

T21 60 - 40 ROHN 3.5 EH 20' 2' 18.4

K=1.00

3.678 -139.724 161.495 0.865 1

T22 40 - 20 ROHN 3.5 EH 20' 2' 18.4

K=1.00 3.678 -140.268 161.495 0.869 1

T23 20 - 8 ROHN 3.5 EH 12' 4' 36.7

K=1.00

3.678 -128.727 149.975 0.858 1



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

29 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T24 8 - 0 ROHN 3.5 EH 8'6-5/32'

'

4'3-3/32'

'

39.1

K=1.00

3.678 -123.821 148.029 0.836 1

1 P u / Pn controls

Diagonal Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 296 L2x2x1/4 6'5-7/32''

2'11-11/32''

97.8 K=1.08

0.938 -3.614 18.370 0.197 1

T2 296 - 292 L2x2x1/4 6'5-7/32'

'

2'11-11/

32''

97.8

K=1.08

0.938 -4.426 18.370 0.241 1

T3 292 - 288 L2x2x1/4 6'5-7/32'

'

2'11-11/

32''

97.8

K=1.08

0.938 -4.598 18.370 0.250 1

T4 288 - 284 L2x2x1/4 6'5-7/32'

' 2'11-11/

32'' 97.8

K=1.08 0.938 -6.438 18.370 0.350 1

T5 284 - 280 L2 1/2x2 1/2x1/4 6'5-7/32'

'

2'11-11/

32''

84.0

K=1.17

1.190 -9.579 31.973 0.300 1

T6 280 - 276 L2 1/2x2 1/2x1/4 6'5-7/32'

' 3'25/32'' 74.9

K=1.00 1.190 -16.669 35.529 0.469 1

T7 276 - 272 L2 1/2x2 1/2x1/4 6'5-7/32'

'

3'3/8'' 74.1

K=1.00

1.190 -16.725 35.845 0.467 1

T8 272 - 268 L2x2x1/4 6'5-7/32'

'

3'3/8'' 93.0

K=1.00

0.938 -11.851 19.267 0.615 1

T9 268 - 264 L2x2x1/4 6'5-7/32'

' 3'3/8'' 93.0

K=1.00 0.938 -8.074 19.267 0.419 1

T10 264 - 260 L2x2x1/4 6'5-7/32'

'

3'3/8'' 93.0

K=1.00

0.938 -10.109 19.267 0.525 1

T11 260 - 240 L2x2x5/16 6'5-7/32'

' 2'11'' 97.3

K=1.08 1.150 -7.451 22.631 0.329 1

T12 240 - 220 L2x2x5/16 6'5-7/32'

'

2'11'' 97.3

K=1.08

1.150 -4.916 22.631 0.217 1

T13 220 - 200 L2x2x5/16 6'5-7/32'

'

2'11'' 97.3

K=1.08

1.150 -8.411 22.631 0.372 1

T14 200 - 180 L2x2x5/16 6'5-7/32'

' 3'3/8'' 93.3

K=1.00 1.150 -13.279 23.566 0.563 1

T15 180 - 160 L2x2x5/16 6'5-7/32'

'

3'3/8'' 93.3

K=1.00

1.150 -6.692 23.566 0.284 1

T16 160 - 140 L2x2x5/16 6'5-7/32'

' 3'3/8'' 93.3

K=1.00 1.150 -3.442 23.566 0.146 1

T17 140 - 120 L2x2x5/16 6'5-7/32'

'

3'3/8'' 93.3

K=1.00

1.150 -7.032 23.566 0.298 1

T18 120 - 100 L2x2x5/16 6'5-7/32'

'

2'11'' 97.3

K=1.08

1.150 -8.790 22.631 0.388 1

T19 100 - 80 L2x2x5/16 6'5-7/32'

' 2'10-3/4'

' 96.8

K=1.09 1.150 -9.016 22.743 0.396 1

T20 80 - 60 L2x2x5/16 6'5-7/32'

'

2'10-11/

16''

96.7

K=1.09

1.150 -6.354 22.774 0.279 1

T21 60 - 40 L1 1/2x1 1/2x3/16 6'5-7/32' 3'1/16'' 122.9 0.527 -4.175 7.712 0.541 1



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

30 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

' K=1.00

T22 40 - 20 L1 1/2x1 1/2x3/16 6'5-7/32'

'

3'1/16'' 122.9

K=1.00

0.527 -3.691 7.712 0.479 1

T23 20 - 8 L1 1/2x1 1/2x3/16 6'5-7/32'

' 2'10-13/

16'' 119.0

K=1.00 0.527 -5.100 8.107 0.629 1

1 P u / Pn controls

Secondary Horizontal Design Data (Compression)

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 280 - 276 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -0.858 13.491 0.064 1

T7 276 - 272 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -0.303 13.491 0.022 1

T8 272 - 268 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50 0.688 -1.723 13.491 0.128 1

T9 268 - 264 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -2.081 13.491 0.154 1

T10 264 - 260 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -2.238 13.491 0.166 1

T14 200 - 180 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -1.731 13.491 0.128 1

T15 180 - 160 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -1.699 13.491 0.126 1

T16 160 - 140 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50 0.688 -1.635 13.491 0.121 1

T17 140 - 120 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 97.6

K=0.50

0.688 -2.233 13.491 0.166 1

T21 60 - 40 L1 1/2x1 1/2x1/4 5'1/2'' 4'8-1/2'' 96.7

K=0.50 0.688 -2.420 13.609 0.178 1

T22 40 - 20 L1 1/2x1 1/2x1/4 5'1/2'' 4'8-1/2'' 96.7

K=0.50

0.688 -2.430 13.609 0.179 1

1 P u / Pn controls

Top Girt Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 296 L2x2x1/4 5'1/2'' 4'6-3/4'' 140.0

K=1.00

0.938 -1.502 10.808 0.139 1

1 P u / Pn controls



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

31 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Bottom Girt Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T10 264 - 260 L4x2x1/4 5'1/2'' 4'9'' 131.8 K=1.00

1.438 -0.572 18.596 0.031 1

1 P u / Pn controls

Top Guy Pull-Off Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 280 - 276 2L2x2x3/8x3/8 5'1/2'' 4'9-5/8'' 97.0

K=1.00

2.720 -36.065 53.696 0.672 1

2L 'a' > 28.303 in - 644

1 P u / Pn controls

Top Guy Pull-Off Bending Design Data

Section

No.

Elevation

ft

Size

Mux

kip-ft

Mnx

kip-ft

Ratio

Mux

Mnx

Muy

kip-ft

Mny

kip-ft

Ratio

Muy

Mny

T6 280 - 276 2L2x2x3/8x3/8 0.000 2.843 0.000 0.000 5.185 0.000

Top Guy Pull-Off Interaction Design Data

Section No.

Elevation

ft

Size

Ratio

Pu

Pn

Ratio

Mux

Mnx

Ratio

Muy

Mny

Comb. Stress

Ratio

Allow. Stress

Ratio

Criteria

T6 280 - 276 2L2x2x3/8x3/8 0.672 0.000 0.000 0.672 1

1.000 4.9-3

1 P u / Pn controls

Bottom Guy Pull-Off Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T8 272 - 268 2L2x2x3/8x3/8 5'1/2'' 4'9'' 96.0 2.720 -6.367 54.273 0.117 1



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

32 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

K=1.00

2L 'a' > 27.996 in - 650

1 P u / Pn controls

Bottom Guy Pull-Off Bending Design Data

Section No.

Elevation

ft

Size

Mux

kip-ft

Mnx

kip-ft

Ratio

Mux

Mnx

Muy

kip-ft

Mny

kip-ft

Ratio

Muy

Mny

T8 272 - 268 2L2x2x3/8x3/8 0.000 2.843 0.000 0.000 5.185 0.000

Bottom Guy Pull-Off Interaction Design Data

Section

No.

Elevation

ft

Size

Ratio

Pu

Pn

Ratio

Mux

Mnx

Ratio

Muy

Mny

Comb.

Stress

Ratio

Allow.

Stress

Ratio

Criteria

T8 272 - 268 2L2x2x3/8x3/8 0.117 0.000 0.000 0.117 1

1.000 4.9-4

1 P u / Pn controls

Torque-Arm Bottom Design Data

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 280 - 276 (647) ROHN 3 STD 11'5-5/1

6''

11'2-27/

32''

69.5

K=0.60

2.228 -58.583 70.416 0.832 1

T6 280 - 276 (648) ROHN 3 STD 11'5-5/1

6''

11'2-27/

32''

69.5

K=0.60

2.228 -58.166 70.416 0.826 1

T6 280 - 276 (656) ROHN 3 STD 11'5-5/1

6''

11'2-27/

32''

69.5

K=0.60

2.228 -58.539 70.416 0.831 1

T6 280 - 276 (657) ROHN 3 STD 11'5-5/1

6''

11'2-27/

32''

69.5

K=0.60

2.228 -58.051 70.416 0.824 1

T6 280 - 276 (662) ROHN 3 STD 11'5-5/1

6'' 11'2-27/

32'' 69.5

K=0.60 2.228 -58.951 70.416 0.837 1

T6 280 - 276 (663) ROHN 3 STD 11'5-5/1

6''

11'2-27/

32''

69.5

K=0.60

2.228 -58.958 70.416 0.837 1

1 P u / Pn controls



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

33 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Tension Checks

Leg Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 296 ROHN 2.5 EH 4' 4' 51.9 2.254 3.639 101.409 0.036 1

T2 296 - 292 ROHN 2.5 EH 4' 4' 51.9 2.254 11.477 101.409 0.113 1

T3 292 - 288 ROHN 2.5 EH 4' 4' 51.9 2.254 20.904 101.409 0.206 1

T4 288 - 284 ROHN 2.5 EH 4' 4' 51.9 2.254 31.409 101.409 0.310 1

T5 284 - 280 ROHN 2.5 EH 4' 4' 51.9 2.254 47.570 101.409 0.469 1

T6 280 - 276 ROHN 3 EH 4' 2' 21.1 3.016 41.828 135.717 0.308 1

T7 276 - 272 ROHN 3 EH 4' 2' 21.1 3.016 10.567 135.717 0.078 1

T8 272 - 268 ROHN 3 EH 4' 2' 21.1 3.016 7.101 135.717 0.052 1

T9 268 - 264 ROHN 3 EH 4' 2' 21.1 3.016 23.602 135.717 0.174 1

T10 264 - 260 ROHN 3 EH 4' 2' 21.1 3.016 43.196 135.717 0.318 1

T11 260 - 240 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0 6.151 99.829 276.791 0.361 1

T12 240 - 220 BU# 812483---3 XS w/

4.5x0.5 20' 4' 47.0 6.151 106.740 276.791 0.386 1

T13 220 - 200 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0 6.151 86.760 276.791 0.313 1

T14 200 - 180 ROHN 3 EH 20' 2' 21.1 3.016 16.598 135.717 0.122 1

T18 120 - 100 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0 6.151 31.798 276.791 0.115 1

T19 100 - 80 BU# 812483---3 XS w/

4.5x0.5

20' 4' 47.0 6.151 9.809 276.791 0.035 1

1 P u / Pn controls

Diagonal Design Data (Tension)

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 296 L2x2x1/4 6'5-7/32'

'

2'11-11/

32''

60.4 0.563 3.701 24.485 0.151 1

T2 296 - 292 L2x2x1/4 6'5-7/32' 2'11-11/ 60.4 0.563 4.304 24.485 0.176 1



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

34 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

' 32''

T3 292 - 288 L2x2x1/4 6'5-7/32'

'

2'11-11/

32''

60.4 0.563 4.725 24.485 0.193 1

T4 288 - 284 L2x2x1/4 6'5-7/32'

' 2'11-11/

32'' 60.4 0.563 6.173 24.485 0.252 1

T5 284 - 280 L2 1/2x2 1/2x1/4 6'5-7/32'

'

2'11-11/

32''

47.8 0.752 9.802 36.654 0.267 1

T6 280 - 276 L2 1/2x2 1/2x1/4 6'5-7/32'

'

3'25/32'' 47.8 0.752 17.878 36.654 0.488 1

T7 276 - 272 L2 1/2x2 1/2x1/4 6'5-7/32'

' 3'3/8'' 47.3 0.752 15.400 36.654 0.420 1

T8 272 - 268 L2x2x1/4 6'5-7/32'

'

3'3/8'' 59.7 0.563 7.441 24.485 0.304 1

T9 268 - 264 L2x2x1/4 6'5-7/32'

' 3'3/8'' 59.7 0.563 9.504 24.485 0.388 1

T10 264 - 260 L2x2x1/4 6'5-7/32'

'

3'3/8'' 59.7 0.563 6.169 24.485 0.252 1

T11 260 - 240 L2x2x5/16 6'5-7/32'

'

2'11'' 60.5 0.716 6.558 31.147 0.211 1

T12 240 - 220 L2x2x5/16 6'5-7/32'

' 2'11'' 60.5 0.716 4.737 31.147 0.152 1

T13 220 - 200 L2x2x5/16 6'5-7/32'

'

2'11'' 60.5 0.716 9.078 31.147 0.291 1

T14 200 - 180 L2x2x5/16 6'5-7/32'

'

3'3/8'' 60.5 0.687 11.389 29.872 0.381 1

T15 180 - 160 L2x2x5/16 6'5-7/32'

'

3'3/8'' 60.5 0.687 3.833 29.872 0.128 1

T16 160 - 140 L2x2x5/16 6'5-7/32'

'

3'3/8'' 60.5 0.716 1.517 31.147 0.049 1

T17 140 - 120 L2x2x5/16 6'5-7/32'

' 3'3/8'' 60.5 0.716 4.277 31.147 0.137 1

T18 120 - 100 L2x2x5/16 6'5-7/32'

'

2'11'' 60.5 0.716 8.097 31.147 0.260 1

T19 100 - 80 L2x2x5/16 6'5-7/32'

'

2'10-3/4'

'

60.5 0.687 8.296 29.872 0.278 1

T20 80 - 60 L2x2x5/16 6'5-7/32'

' 2'10-11/

16'' 60.0 0.716 5.751 31.147 0.185 1

T21 60 - 40 L1 1/2x1 1/2x3/16 6'5-7/32'

'

3'1/16'' 79.0 0.308 2.093 13.381 0.156 1

T22 40 - 20 L1 1/2x1 1/2x3/16 6'5-7/32'

' 3'1/16'' 79.0 0.308 1.875 13.381 0.140 1

T23 20 - 8 L1 1/2x1 1/2x3/16 6'5-7/32'

'

2'10-13/

16''

79.0 0.308 4.423 13.381 0.331 1

1 P u / Pn controls



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

35 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Horizontal Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T24 8 - 0 C25.5x2x3/16 2'6-1/4'' 2'2-1/4'' 86.7 5.461 0.101 176.934 0.001 1

1 P u / Pn controls

Secondary Horizontal Design Data (Tension)

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 280 - 276 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 0.858 17.332 0.049 1

T7 276 - 272 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 0.290 17.332 0.017 1

T8 272 - 268 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 1.723 17.332 0.099 1

T9 268 - 264 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 2.963 17.332 0.171 1

T10 264 - 260 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 2.238 17.332 0.129 1

T14 200 - 180 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 2.138 17.332 0.123 1

T15 180 - 160 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 2.137 17.332 0.123 1

T16 160 - 140 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 2.188 17.332 0.126 1

T17 140 - 120 L1 1/2x1 1/2x1/4 5'1/2'' 4'9'' 127.0 0.398 2.233 17.332 0.129 1

T21 60 - 40 L1 1/2x1 1/2x1/4 5'1/2'' 4'8-1/2'' 125.9 0.398 3.039 17.332 0.175 1

T22 40 - 20 L1 1/2x1 1/2x1/4 5'1/2'' 4'8-1/2'' 125.9 0.398 3.055 17.332 0.176 1

1 P u / Pn controls

Top Girt Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 296 L2x2x1/4 5'1/2'' 4'6-3/4'' 94.6 0.563 1.421 24.485 0.058 1

T24 8 - 0 C32.75x2x3/16 5'1/2'' 4'8-1/2'' 205.8 6.820 25.896 220.978 0.117 1

1 P u / Pn controls



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

36 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Bottom Girt Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T10 264 - 260 L4x2x1/4 5'1/2'' 4'9'' 105.3 0.938 4.162 40.781 0.102 1

1 P u / Pn controls

Top Guy Pull-Off Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 280 - 276 2L2x2x3/8x3/8 5'1/2'' 4'9-5/8'' 97.0 1.618 48.506 70.388 0.689 1

2L 'a' > 28.303 in - 644 T15 180 - 160 2L3x2x1/4x3/8 5'1/2'' 4'9'' 64.0 1.457 24.883 63.374 0.393 1

2L 'a' > 20.871 in - 636 T19 100 - 80 2L3x2x1/4x3/8 5'1/2'' 4'9'' 64.0 1.457 23.979 63.374 0.378 1

2L 'a' > 20.871 in - 630

1 P u / Pn controls

Top Guy Pull-Off Bending Design Data

Section No.

Elevation

ft

Size

Mux

kip-ft

Mnx

kip-ft

Ratio

Mux

Mnx

Muy

kip-ft

Mny

kip-ft

Ratio

Muy

Mny

T6 280 - 276 2L2x2x3/8x3/8 0.000 2.843 0.000 0.000 5.185 0.000

T15 180 - 160 2L3x2x1/4x3/8 0.000 4.374 0.000 0.000 3.488 0.000

T19 100 - 80 2L3x2x1/4x3/8 0.000 4.374 0.000 0.000 3.488 0.000

Top Guy Pull-Off Interaction Design Data

Section No.

Elevation

ft

Size

Ratio

Pu

Pn

Ratio

Mux

Mnx

Ratio

Muy

Mny

Comb. Stress

Ratio

Allow. Stress

Ratio

Criteria

T6 280 - 276 2L2x2x3/8x3/8 0.689 0.000 0.000 0.689 1

1.000 4.9-3

T15 180 - 160 2L3x2x1/4x3/8 0.393 0.000 0.000 0.393 1

1.000 4.9-3

T19 100 - 80 2L3x2x1/4x3/8 0.378 0.000 0.000 0.378 1

1.000 4.9-3

1 P u / Pn controls



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

37 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Torque-Arm Top Design Data

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 280 - 276 (642) L3 1/2x3 1/2x1/2 8'2-5/32''

8'23/32'' 91.3 2.063 63.770 100.547 0.634 1

T6 280 - 276 (643) L3 1/2x3 1/2x1/2 8'2-5/32'

'

8'23/32'' 91.3 2.063 63.798 100.547 0.635 1

T6 280 - 276 (654) L3 1/2x3 1/2x1/2 8'2-5/32'

'

8'23/32'' 91.3 2.063 63.650 100.547 0.633 1

T6 280 - 276 (655) L3 1/2x3 1/2x1/2 8'2-5/32'

' 8'23/32'' 91.3 2.063 63.682 100.547 0.633 1

T6 280 - 276 (660) L3 1/2x3 1/2x1/2 8'2-5/32'

'

8'23/32'' 91.3 2.063 64.053 100.547 0.637 1

T6 280 - 276 (661) L3 1/2x3 1/2x1/2 8'2-5/32'

' 8'23/32'' 91.3 2.063 64.049 100.547 0.637 1

1 P u / Pn controls

*Modified section

Section Capacity Table

Section

No.

Elevation

ft

Component

Type

Size Critical

Element

P

K

øPallow

K

%

Capacity

Pass

Fail

T1 300 - 296 Leg ROHN 2.5 EH 3 -4.958 83.252 6.0 Pass T2 296 - 292 Leg ROHN 2.5 EH 15 -13.401 83.252 16.1 Pass

T3 292 - 288 Leg ROHN 2.5 EH 23 -23.583 83.252 28.3 Pass


T6 280 - 276 Leg ROHN 3 EH 51 -49.530 131.362 37.7 Pass T7 276 - 272 Leg ROHN 3 EH 63 -16.741 131.362 12.7 Pass

T8 272 - 268 Leg ROHN 3 EH 74 -99.453 131.362 75.7 Pass


T11 260 - 240 Leg BU# 812483---3 XS w/ 4.5x0.5 113 -181.514 235.464 77.1 Pass T12 240 - 220 Leg BU# 812483---3 XS w/ 4.5x0.5 146 -184.994 235.464 78.6 Pass

T13 220 - 200 Leg BU# 812483---3 XS w/ 4.5x0.5 179 -166.874 235.464 70.9 Pass



T18 120 - 100 Leg BU# 812483---3 XS w/ 4.5x0.5 405 -202.524 235.464 86.0 Pass

T19 100 - 80 Leg BU# 812483---3 XS w/ 4.5x0.5 438 -204.532 235.464 86.9 Pass T20 80 - 60 Leg ROHN 3.5 EH 471 -136.594 149.975 91.1 Pass


T23 20 - 8 Leg ROHN 3.5 EH 599 -128.727 149.975 85.8 Pass

T24 8 - 0 Leg ROHN 3.5 EH 619 -123.821 148.029 83.6 Pass T1 300 - 296 Diagonal L2x2x1/4 10 -3.614 18.370 19.7

40.6 (b)

Pass

T2 296 - 292 Diagonal L2x2x1/4 18 -4.426 18.370 24.1

47.3 (b)

Pass

T3 292 - 288 Diagonal L2x2x1/4 27 -4.598 18.370 25.0 51.9 (b)

Pass




82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

38 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section

No.

Elevation ft

Component Type

Size Critical Element

P K

øPallow

K %

Capacity Pass Fail

67.8 (b)

T5 284 - 280 Diagonal L2 1/2x2 1/2x1/4 46 -9.579 31.973 30.0 93.9 (b)

Pass

T6 280 - 276 Diagonal L2 1/2x2 1/2x1/4 55 17.878 36.654 48.8

83.2 (b)

Pass

T7 276 - 272 Diagonal L2 1/2x2 1/2x1/4 66 -16.725 35.845 46.7

71.7 (b)

Pass


T9 268 - 264 Diagonal L2x2x1/4 91 -8.074 19.267 41.9

57.8 (b)

Pass


T11 260 - 240 Diagonal L2x2x5/16 142 -7.451 22.631 32.9 93.7 (b)

Pass

T12 240 - 220 Diagonal L2x2x5/16 148 -4.916 22.631 21.7

61.8 (b)

Pass

T13 220 - 200 Diagonal L2x2x5/16 181 -8.411 22.631 37.2

93.4 (b)

Pass

T14 200 - 180 Diagonal L2x2x5/16 214 -13.279 23.566 56.3

91.2 (b)

Pass

T15 180 - 160 Diagonal L2x2x5/16 301 -6.692 23.566 28.4 53.9 (b)

Pass

T16 160 - 140 Diagonal L2x2x5/16 311 -3.442 23.566 14.6 43.3 (b)

Pass

T17 140 - 120 Diagonal L2x2x5/16 358 -7.032 23.566 29.8

88.4 (b)

Pass

T18 120 - 100 Diagonal L2x2x5/16 408 -8.790 22.631 38.8

98.0 (b)

Pass

T19 100 - 80 Diagonal L2x2x5/16 468 -9.016 22.743 39.6

79.5 (b)

Pass

T20 80 - 60 Diagonal L2x2x5/16 501 -6.354 22.774 27.9 79.9 (b)

Pass

T21 60 - 40 Diagonal L1 1/2x1 1/2x3/16 541 -4.175 7.712 54.1 Pass T22 40 - 20 Diagonal L1 1/2x1 1/2x3/16 555 -3.691 7.712 47.9 Pass

T23 20 - 8 Diagonal L1 1/2x1 1/2x3/16 603 -5.100 8.107 62.9

94.3 (b)

Pass

T24 8 - 0 Horizontal C25.5x2x3/16 626 0.100 176.934 8.2 Pass

T6 280 - 276 Secondary Horizontal L1 1/2x1 1/2x1/4 59 -0.858 13.491 6.4 13.7 (b)

Pass

T7 276 - 272 Secondary Horizontal L1 1/2x1 1/2x1/4 72 -0.303 13.491 2.2

4.6 (b)

Pass


27.5 (b)

Pass

T9 268 - 264 Secondary Horizontal L1 1/2x1 1/2x1/4 95 2.963 17.332 17.1

47.4 (b)

Pass


Pass


Pass


34.2 (b)

Pass

T16 160 - 140 Secondary Horizontal L1 1/2x1 1/2x1/4 353 2.188 17.332 12.6

35.0 (b)

Pass


35.7 (b)

Pass


Pass


Pass

T1 300 - 296 Top Girt L2x2x1/4 4 -1.502 10.808 13.9

15.6 (b)

Pass

T24 8 - 0 Top Girt C32.75x2x3/16 622 25.896 220.978 11.7 Pass



82913.005.01 - LOCKWOOD 478-011, NC (BU# 812483)

Page

39 of 39

B+T Group


Project

Date

16:05:18 12/30/15

Tulsa, OK 74119

Phone: (918) 587-4630 FAX: (918) 295-0265

Client


jzhang

Section

No.

Elevation ft

Component Type

Size Critical Element

P K

øPallow

K %

Capacity Pass Fail

T10 264 - 260 Bottom Girt L4x2x1/4 101 4.162 40.781 10.2

17.9 (b)

Pass

T6 280 - 276 Guy A@280 1 658 57.754 62.700 92.1 Pass

T15 180 - 160 Guy A@180 1 639 64.549 62.700 102.9 Fail

T19 100 - 80 Guy A@100 1 633 54.903 62.700 87.6 Pass T6 280 - 276 Guy B@280 1 653 57.748 62.700 92.1 Pass

T15 180 - 160 Guy B@180 1 638 64.580 62.700 103.0 Fail T19 100 - 80 Guy B@100 1 632 54.913 62.700 87.6 Pass

T6 280 - 276 Guy C@280 1 640 57.327 62.700 91.4 Pass

T15 180 - 160 Guy C@180 1 634 64.551 62.700 103.0 Fail T19 100 - 80 Guy C@100 1 628 54.903 62.700 87.6 Pass

T6 280 - 276 Top Guy

Pull-Off@280

2L2x2x3/8x3/8 644 48.506 70.388 68.9

98.3 (b)

Pass

T15 180 - 160 Top Guy

Pull-Off@180

2L3x2x1/4x3/8 636 24.883 63.374 39.3

74.3 (b)

Pass

T19 100 - 80 Top Guy

Pull-Off@100

2L3x2x1/4x3/8 630 23.979 63.374 37.8

71.6 (b)

Pass

T8 272 - 268 Bottom Guy Pull-Off@280

2L2x2x3/8x3/8 650 -6.367 54.273 11.7 12.8 (b)

Pass

T6 280 - 276 Torque Arm Top@280

L3 1/2x3 1/2x1/2 660 64.053 100.547 63.7 91.1 (b)

Pass

T6 280 - 276 Torque Arm

Bottom@280

ROHN 3 STD 663 -58.958 70.416 83.7 Pass

Summary

Leg (T10) 98.4 Pass Diagonal

(T18)

98.0 Pass

Horizontal

(T24)

8.2 Pass


(T22)

48.9 Pass

Top Girt (T1)

15.6 Pass

Bottom Girt (T10)

17.9 Pass

Guy A (T15) 102.9 Fail

Guy B (T15) 103.0 Fail Guy C (T15) 103.0 Fail

Top Guy

Pull-Off (T6)

98.3 Pass

Bottom Guy Pull-Off

(T8)

12.8 Pass

Torque Arm

Top (T6)

91.1 Pass

Torque Arm Bottom (T6)

83.7 Pass

Bolt Checks 103.0 Fail

RATING = 103.0 Fail


APPENDIX B

BASE LEVEL DRAWING


APPENDIX C

ADDITIONAL CALCULATIONS


812483 - Lockwood 478-011, NC

Base Foundation Analysis

Design Loads: Reduction FactorsCompression = k Shear =Shear = k =

Overturning =Slide =

Pad / Properties:= ft= ft

Pad Width = ftExt. Above Grade = ftReinforcement Bar Size =Number of Bars =

Pier / Properties:= ft

Reinforcement Bar Size =Number of Bars =Pier Tie Size =Tie Quantity =

Material Properties:Concrete Density = kcfConcrete Strength = psiClear Cover = inBar Tensile Strength = psi

Soil Data:Neglected Depth = ftUltimate Bearing = ksfSoil Unit Weight = kcfCohesion = ksfFriction Angle = degPassive Pressure = pcfBase Friction =

The pad steel reinforcement has not been analyzed as a part of this analysis.

Condisered pad side resistance while checking punching shear

OverturningBearingShearRebar

PROJECT

SUBJECT

DATE 12/30/15

Guyed Tower Pad & Pier Base Analysis Rev G

327.00 0.758.00 Bearing 0.60

0.500.75

Depth to BOC 3.4013.750.30

Pad Thickness 1.75

88

Pier Diameter 2.008

1044

0.153000.00

3.0060000

1.003.710.120.500.000.000.30

Summary of Results1.7%

95.3%101.6%

PASS

1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630


CCI Foundation Tool Suite - Guyed Drilled Pier Anchor

Page 1 of 1

CCIFTS 1.2.108.14286 - Phase 1-2 Date: 12/30/2015

BU: 812483Site Name: LOCKWOOD 478-011, NCApp Number: 318548 Revision # 0Work Order:

Guyed Drilled Pier Anchor

InputCriteria

TIA Revision: GACI 318 Revision: 2008Seismic Category: C

ForcesUplift 151 kipsShear 171 kipsMoment 85.5 k-ftSwelling Force 0 kips

Foundation DimensionsPier Diameter: 7 ftExt. above grade: 0.9 ftDepth below grade: 45 ft

Material PropertiesNumber of Rebar: 36Rebar Size: 8Tie Size 5Rebar tensile strength: 60 ksiConcrete Strength: 3000 psiUltimate Concrete Strain 0.003 in/inClear Cover to Ties: 4 in

Soil Profile: Soil

LayerThickness

(ft)From(ft)

To(ft)

Unit Weight(pcf)

Cohesion(psf)

Friction Angle(deg)

Ultimate Uplift Skin

Friction(ksf)

Ultimate Comp. Skin

Friction(ksf)

Ultimate Bearing Capacity

(ksf)SPT 'N' Counts

1 3.5 0 3.5 43 0 0 0 0 02 1.5 3.5 5 43 28 0 0 03 1 5 6 43 28 0.24 0.24 04 9 6 15 38 250 0.24 0.24 05 8.5 15 23.5 38 250 0.22 0.22 06 5 23.5 28.5 43 28 0.22 0.22 07 10 28.5 38.5 48 29 0.43 0.43 08 6.5 38.5 45 53 30 0.66 0.66 0

Analysis ResultsConcrete/Steel Check

Soil Lateral Capacity Mu (from soil analysis) 3248.43 k-ftDepth to Zero Shear: 26.0 ft φMn 4059.05 k-ftMax Moment, Mu: 3248.4 k-ft RATING: 80.0%Soil Safety Factor: 2.4Safety Factor Req'd: 1.33

RATING: 54.3%rho provided (%) 0.51

Soil Axial Capacity rho required (%) 0.33 OKConcrete Weight: 139.3 kipsSkin Friction: 230.2 kips Rebar Spacing 5.4Soil Cone: kips Spacing required 16.0 OKUplift Capacity (k), φTn: 369.5 kipsUplift (k), Tu: 151.0 kips

RATING: 40.9% Dev. Length required 18.6Dev. Length provided 43.8 OK

Overall Foundation Rating: 80.0%

(36) - #8

#5 Tie Size

45.9

'

45'

0.9'

7'

4" C.C.


APPENDIX D

TOWER MODIFICATION DRAWINGS



1. Must meet TIA 2222. Need sealed 3rd partyinspection report for the cell towerupgrade at the final inspection.3. Field verify.ART 7.22.2016