Structural Analysis Report · (2) Commscope 641280-DF (Verizon) SM 407-3 (Verizon) 741 989 w/Mount Pipe (ATMC) Kathrein 800 10309V01 w/ Mount Pipe 220 (ATMC) RRUS 11 (ATMC) DC6-48-60-18-8F

750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com

Structural Analysis Report

Structure : 300 foot Guyed Tower

BST Site Name : Lockwood Folly

BST Site Number : NC-5011

Proposed Carrier : AT&T

Carrier Site Name : ATA-Lockwood Folly

Carrier Site Number : 478-127

Site Location : 1399 Southport Supply Road

Bolivia, NC 28422 (Brunswick County)

33.9922, -78.2258

Date : January 31, 2017

Max Member Stress Level : 90%

Result : PASS

Prepared by:

Bennett & Pless, Inc.

B&P Job No.: 17003.002

02/01/2017

Reviewed For Code Compliance



Table of Contents

Introduction ........................................................................................................................ 1

Existing Structural Information ....................................................................................... 1

Final Proposed Equipment Loading for AT&T. ............................................................. 1

Design Criteria ................................................................................................................... 2

Analysis Results .................................................................................................................. 2

Assumptions ........................................................................................................................ 2

Conclusions ......................................................................................................................... 3

Standard Conditions .......................................................................................................... 4

Disclaimer of Warranties .................................................................................................. 4

Calculations ........................................................................................................... Attached

Collocation Application ....................................................................................... Attached



Introduction

We have completed our structural analysis of the proposed equipment installation on the foregoing tower to

determine its ability to support the new loads proposed by AT&T. The objective of the analysis was to determine

if the tower meets the current structural codes and standards with the proposed equipment installation.

Existing Structural Information

The following documents for the existing structure were made available for our structural analysis.

Tower Information Sabre tower drawings Job No.: 06-07102 dated July 15, 2005.

FDH Engineering previous SA Project No.: 146GX81400 dated

November 26, 2014.

Foundation Information Sabre tower drawings Job No.: 06-07102 dated July 15, 2005.

Geotechnical Information GeoTechnologies Project No.: 1-05-0497-EA dated April 25, 2005.

Existing Equipment Information BlueSky Collocation Application dated January 14, 2017

FDH Engineering previous SA Project No.: 146GX81400 dated

November 26, 2014.

Tower Reinforcement Information Tower has been previously reinforced and has been included in this

analysis

FDH tower modification drawings dated November 26, 2014

Final Proposed Equipment Loading for AT&T

The following proposed loading was obtained from the BlueSky Collocation Application:

Antenna/Equipment Coax

Mount RAD Qty. Antenna Type Qty. Size/Type

280.0 - 3 Sector Frames Mount - -

300.0

- 3 Sector Frames Mount

6

4

1

1

1

2 1/4” Coax

7/8” DC Cable

3/8" RET

1/2" Fiber

1/2" Fiber

300.0

3 Kathrein 742 989 Panel

3 Andrew SBNHH-1D65C Panel

3 Ericsson RRUS 11 Panel

3 Ericsson RRUS 32 B66 RRU

2 Raycap DC6-48-60-18-8F Panel

3 KMW EPBQ-652L8H8 RRU

3 Ericsson RRUS 32 RRU

3 Ericsson RRUS 32 B2 RRU

Note: Proposed equipment shown in bold.

Note: Other existing loading can be found on the tower profile attached.

Note: Existing (6) Decibel DB932DG90T2E-M, (6) 2 1/4” Coax to be removed.



Design Criteria The tower was analyzed using tnxTower (Version 7.0.7.0) tower analysis software using the following design

criteria.

State North Carolina

City/County Building Code Brunswick (IBC 2009)

TIA/EIA Standard Code TIA-222-G

Basic Wind Speed 135 MPH (3 Second Gust)

Basic Wind Speed w/ Ice 30 MPH/ 0.25” Ice

Steel Grade 50 ksi legs, 36 ksi all others, A325

bolts

Exposure Category B

Topographic Category (height) 1 (0.0 ft)

Structure Class II

Analysis Results

Based on the foregoing information, our structural analysis determined that the existing tower is structurally

capable of supporting the proposed equipment loads without modification. The existing tower base and

anchor foundations have also been evaluated. The tower base and anchor foundations are found to be

structurally capable of supporting the proposed equipment loads.

Assumptions

The below assumptions are true, complete and accurate.

1. The existing tower has been maintained to manufacturer’s specifications and is in good condition.

2. Foundations are considered to have been properly designed for the original design loads.

3. All member connections are considered to have been designed to meet the load carrying capacity of the

connected member.

4. Antenna mount loads have been estimated based on generally accepted industry standards.

5. The mounts for the proposed antennas have been analyzed and designed by others.

6. See additional assumptions contained in the report attached.

7. Tower is within acceptable engineering tolerance at 105%.

8. Foundations are within acceptable engineering tolerance at 110%.



Conclusions

The existing tower described above has sufficient capacity to support the proposed loading based on the

governing Building Code. The existing tower base and anchor foundations also have sufficient capacity.

We appreciate the opportunity of providing our continuing professional services to you. If you have any

questions or need further assistance, please call us anytime at 678-990-8700.

Sincerely,

Analysis by:

Chunhui Song

Design Engineer

Reviewed by:

John Bozzetto, P.E.

Manager, South Florida Office

02/01/2017



Standard Conditions

All engineering services are performed on the basis that the information used is current and correct. This

information may consist of, but not necessarily limited, to:

- Information supplied by the client regarding the structure itself, the antenna and transmission line loading

on the structure and it components, or relevant information.

- Information from drawings in possession of Bennett & Pless Inc., or generated by field inspections or

measurements of the structure.

It is the responsibility of the client to ensure that the information provided to Bennett & Pless Inc. and used in the

performance of our engineering services is correct and complete. In the absence of information contrary, we

consider that all structures were constructed in accordance with the drawings and specifications and are in a un-

corroded condition and have not deteriorated; and we, therefore consider that their capacity has not significantly

changed from the original design condition.

All services will be performed to the codes and standards specified by the client, and we do not imply to meet any

other code and standard requirements unless explicitly agreed to in writing. If wind and ice loads or other relevant

parameters are to be different from the minimum values recommended by the codes and standards, the client

shall specify the exact requirements. In the absence of information to the contrary, all work will be performed in

accordance with the revision of ANSI/TIA/EIA-222 requested.

All services are performed, results obtained and recommendations made in accordance with the generally accepted

engineering principles and practices. Bennett & Pless Inc. is not responsible for the conclusions, opinions and

recommendations made by others based on the information we supply.

Disclaimer of Warranties

Bennett & Pless Inc. makes no warranties, expressed or implied, in connection with this report, and disclaims any

liability arising from the ability of the existing structure to support the design loads for which it was originally

designed. Bennett & Pless Inc. will not be responsible whatsoever for or on account of, consequential or incidental

damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this

report. The maximum liability of Bennett & Pless Inc. pursuant to this report will be limited to the total fee

received for preparation of this report.



Attachment 1:

Calculations


Experience Structural Expertise

Bennett & Pless

550 River Drive

North Sioux City, SD 57049 Phone: 605-540-4621

FAX: 678-990-8701

Job: US-NC-5011_Lockwood Folly_SA_020117

Project: Guyed Tower Structural Analysis Client: BlueSky Tower Drawn by: Chunhui Song App'd:

Code: TIA-222-G Date: 01/31/17 Scale: NTS Path:

C:\Egnyte\Shared\Projects\2017\17000 - 17299 - GA\17003.xxx - Blue Sky\17003.002 - NC-5011 Lockwood Folly\US-NC-5011_Lockwood Folly_SA_020117.eri

Dwg No. E-1

3/4 EH

S LC

=372.771 ft IT=10%

R=240.000 ft

3/4 EH

S LC

=372.771 ft IT=10%

3/4 EH

S LC

=335.845 ft IT=10%

3/4 EH

S LC

=335.845 ft IT=10%

3/4 EHS LC

=296.619 ft IT=10%

3/4 EHS LC=265.297 ft IT=10%

9/16 EHS LC=244.914 ft IT=10%

300.0 ft

280.0 ft

286.7 ft286.7 ft286.7 ft286.7 ft286.7 ft286.7 ft

260.0 ft

240.0 ft

220.0 ft

236.7 ft236.7 ft236.7 ft236.7 ft236.7 ft236.7 ft

200.0 ft

180.0 ft

160.0 ft

176.7 ft176.7 ft176.7 ft

140.0 ft

133.3 ft

126.7 ft

123.3 ft

120.0 ft

100.0 ft

116.7 ft116.7 ft116.7 ft

80.0 ft

60.0 ft

40.0 ft

56.7 ft56.7 ft56.7 ft

20.0 ft

6.7 ft

0.0 ft

222 K (Axial)

2 kip-ft (Torque)

2 K124 K

99 K

159 K

ALL REACTIONS ARE FACTORED

S

ectio

nT

1T

2T

3T

4T

5T

6T

7T

8T

9T

10

T11

T12

T13

T14

T15

T16

T17

T18

T19

L

eg

sS

R 1

3/4

SR

2S

R 2

1/4

SR

2 1

/2

L

eg

Gra

de

A5

72

-50

D

iag

on

als

SR

1 1

/4S

R 1

SR

1 1

/4S

R 1

AS

R 1

1/4

SR

1S

R 1

1/4

N.A

.

D

iag

on

al G

rad

eA

36

N.A

.

T

op

Gir

tsS

R 7

/8N

.A.

H

ori

zo

nta

lsS

R 7

/88

x3

/8

T

op

Gu

y P

ull-

Offs

L2

x2

x1

/4N

.A.

L2

x2

x3

/8N

.A.

3x3

/8N

.A.

3x3

/8N

.A.

3x3

/8N

.A.

F

ace

Wid

th (

ft)

3

#

Pa

ne

ls @

(ft)

84

@ 3

.33

33

34

@ 3

.32

5B

W

eig

ht (K

)1.6

1.1

1.1

1.7

1.0

1.1

1.3

1.1

0.4

0.4

0.2

0.2

1.5

1.3

1.3

1.3

1.3

1.0

0.6

19

.4

PLANR=240.000 ft R=240.000 ft

R=240.000 ft

R=240.000 ft R=240.000 ft

R=240.000 ft

R=240.000 ft R=240.000 ft

R=240.000 ft

R=240.000 ft R=240.000 ft

R=240.000 ft

R=240.000 ft R=240.000 ft

R=240.000 ft

4' Lightning Rod 300 Beacon (.035k 2.250CAAA) 300 742 989 w/Mount Pipe (ATT) 300 742 989 w/Mount Pipe (ATT) 300 742 989 w/Mount Pipe (ATT) 300 KMW EPBQ-652L8H8 (ATT) 300 KMW EPBQ-652L8H8 (ATT) 300 KMW EPBQ-652L8H8 (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 RRUS 11 (ATT) 300 RRUS 11 (ATT) 300 RRUS 11 (ATT) 300 (2) DC6-48-60-18-8F (ATT) 300 Ericsson RRUS32 B66 (ATT) 300 Ericsson RRUS32 B66 (ATT) 300 Ericsson RRUS32 B66 (ATT) 300 RRUS 32 (ATT) 300 RRUS 32 (ATT) 300 RRUS 32 (ATT) 300 RRUS 32 B2 (ATT) 300 RRUS 32 B2 (ATT) 300 RRUS 32 B2 (ATT) 300 SM 407-3 (ATT) 300 SM 407-3 (ATT) 280 (4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)

260 (4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)

260 (4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)

260 Powerwave LGP 186nn (T-Mobile) 260 Powerwave LGP 186nn (T-Mobile) 260 Powerwave LGP 186nn (T-Mobile) 260 SM 407-3 (T-Mobile) 260 (2) CSA PCSA065-16-0 (Verizon) 240 (2) CSA PCSA065-16-0 (Verizon) 240 (2) CSA PCSA065-16-0 (Verizon) 240 (2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)

240 (2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)

240 (2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)

240 (2) Commscope 641280-DF (Verizon) 240 (2) Commscope 641280-DF (Verizon) 240 (2) Commscope 641280-DF (Verizon) 240 SM 407-3 (Verizon) 240 741 989 w/Mount Pipe (ATMC) 220 741 989 w/Mount Pipe (ATMC) 220 741 989 w/Mount Pipe (ATMC) 220 Kathrein 800 10309V01 w/ Mount Pipe (ATMC)

220 Kathrein 800 10309V01 w/ Mount Pipe (ATMC)

220 Kathrein 800 10309V01 w/ Mount Pipe (ATMC)

220 RRUS 11 (ATMC) 220 RRUS 11 (ATMC) 220 RRUS 11 (ATMC) 220 DC6-48-60-18-8F (ATMC) 220 SM 407-3 (ATMC) 220DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION 4' Lightning Rod 300

Beacon (.035k 2.250CAAA) 300

742 989 w/Mount Pipe (ATT) 300



KMW EPBQ-652L8H8 (ATT) 300



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



RRUS 11 (ATT) 300

RRUS 11 (ATT) 300

RRUS 11 (ATT) 300

(2) DC6-48-60-18-8F (ATT) 300

Ericsson RRUS32 B66 (ATT) 300



RRUS 32 (ATT) 300

RRUS 32 (ATT) 300

RRUS 32 (ATT) 300

RRUS 32 B2 (ATT) 300



SM 407-3 (ATT) 300

SM 407-3 (ATT) 280

(4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)

260


260


260

Powerwave LGP 186nn (T-Mobile) 260



SM 407-3 (T-Mobile) 260

(2) CSA PCSA065-16-0 (Verizon) 240



(2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)

240


240


240

(2) Commscope 641280-DF (Verizon) 240



SM 407-3 (Verizon) 240

741 989 w/Mount Pipe (ATMC) 220



Kathrein 800 10309V01 w/ Mount Pipe (ATMC)

220


220


220

RRUS 11 (ATMC) 220

RRUS 11 (ATMC) 220

RRUS 11 (ATMC) 220

DC6-48-60-18-8F (ATMC) 220

SM 407-3 (ATMC) 220

SYMBOL LISTMARK MARKSIZE SIZE

A SR 1 w/ L2x2x1/4 B 4 @ 1.675

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 B to the TIA-222-G Standard.3. Tower designed for a 135 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to

increase in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 1 with Crest Height of 0.000 ft8. TOWER RATING: 89.9%


ttnnxxTToowweerr Job

US-NC-5011_Lockwood Folly_SA_020117

Page

1 of 43

Bennett & Pless

550 River Drive

Project

Guyed Tower Structural Analysis

Date

14:15:52 01/31/17

North Sioux City, SD 57049

Phone: 605-540-4621 FAX: 678-990-8701

Client

BlueSky Tower Designed by

Chunhui Song

Tower Input Data

The main tower is a 3x guyed tower with an overall height of 300.000 ft above the ground line.

The base of the tower is set at an elevation of 0.000 ft above the ground line.

The face width of the tower is 3.000 ft 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 B.

Topographic Category 1.

Crest Height 0.000 ft.

Nominal ice thickness of 0.2500 in.

Ice thickness is considered to increase with height.

Ice density of 56.000 pcf.

A wind speed of 30 mph is used in combination with ice.

Temperature drop of 50.000 °F.

Deflections calculated using a wind speed of 60 mph.

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 Use ASCE 10 X-Brace Ly Rules

Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA

Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r √ All Leg Panels Have Same Allowable

√ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation

Escalate Ice Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check

Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption

Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles

√ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) √ Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow

√ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric




Page

2 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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




Page

3 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

Tower Section Geometry

Tower Section

Tower Elevation

ft

Assembly Database

Description Section Width

ft

Number of

Sections

Section Length

ft

T1 300.000-280.000 3.000 1 20.000

T2 280.000-260.000 3.000 1 20.000 T3 260.000-240.000 3.000 1 20.000

T4 240.000-220.000 3.000 1 20.000

T5 220.000-200.000 3.000 1 20.000 T6 200.000-180.000 3.000 1 20.000

T7 180.000-160.000 3.000 1 20.000 T8 160.000-140.000 3.000 1 20.000

T9 140.000-133.333 3.000 1 6.667

T10 133.333-126.667 3.000 1 6.667 T11 126.667-123.333 3.000 1 3.333

T12 123.333-120.000 3.000 1 3.333 T13 120.000-100.000 3.000 1 20.000

T14 100.000-80.000 3.000 1 20.000

T15 80.000-60.000 3.000 1 20.000 T16 60.000-40.000 3.000 1 20.000




Page

4 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section

Tower Elevation

ft

Assembly Database

Description Section Width

ft

Number of

Sections

Section Length

ft

T17 40.000-20.000 3.000 1 20.000

T18 20.000-6.700 3.000 1 13.300 T19 6.700-0.000 3.000 1 6.700

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 300.000-280.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T2 280.000-260.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000


T5 220.000-200.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000




T11 126.667-123.333 3.333 Diag Down No Yes+Steps 0.0000 0.0000

T12 123.333-120.000 3.333 Diag Up No Yes+Steps 0.0000 0.0000




T18 20.000-6.700 3.325 K Brace Left No Yes+Steps 0.0000 0.0000 T19 6.700-0.000 1.675 X Brace No Yes 0.0000 0.0000


Tower

Elevation ft

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1

300.000-280.000

Solid Round 1 3/4 A572-50

(50 ksi)

Solid Round 1 1/4 A36

(36 ksi) T2

280.000-260.000

Solid Round 2 A572-50

(50 ksi)


(36 ksi) T3

260.000-240.000


(50 ksi)


(36 ksi)

T4 240.000-220.000

Solid Round 2 A572-50 (50 ksi)

Solid Round 1 1/4 A36 (36 ksi)

T5

220.000-200.000


(50 ksi)

Solid Round 1 A36

(36 ksi) T6

200.000-180.000


(50 ksi)


(36 ksi) T7

180.000-160.000


(50 ksi)


(36 ksi)

T8 160.000-140.000

Solid Round 2 1/4 A572-50 (50 ksi)

Solid Round 1 A36 (36 ksi)

T9 Solid Round 2 1/4 A572-50 Solid Round 1 A36 Reviewed For Code Compliance



Page

5 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Elevation

ft

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

140.000-133.333 (50 ksi) (36 ksi) T10

133.333-126.667


(50 ksi)

Solid Round 1 A36

(36 ksi) T11

126.667-123.333


(50 ksi)

Solid Round 1 A36

(36 ksi)

T12 123.333-120.000


Solid Round 1 w/ L2x2x1/4 A36 (36 ksi)

T13

120.000-100.000


(50 ksi)


(36 ksi)

T14

100.000-80.000


(50 ksi)

Solid Round 1 A36

(36 ksi) T15

80.000-60.000


(50 ksi)

Solid Round 1 A36

(36 ksi) T16

60.000-40.000


(50 ksi)

Solid Round 1 A36

(36 ksi)

T17 40.000-20.000


Solid Round 1 A36 (36 ksi)

T18 20.000-6.700 Solid Round 2 1/2 A572-50 (50 ksi)

Solid Round 1 1/4 A36 (36 ksi)

T19 6.700-0.000 Solid Round 2 1/2 A572-50

(50 ksi)

Solid Round A36

(36 ksi)


Tower

Elevation ft

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1

300.000-280.000

Solid Round 7/8 A36

(36 ksi)

Solid Round 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

T1

300.000-280.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi) T2

280.000-260.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi)

T3 260.000-240.000

None Flat Bar A36 (36 ksi)

Solid Round 7/8 A36 (36 ksi)

T4 240.000-220.000



T5

220.000-200.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi) T6

200.000-180.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi) T7

180.000-160.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi)

T8 None Flat Bar A36 Solid Round 7/8 A36 Reviewed For Code Compliance



Page

6 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Elevation

ft

No. of

Mid Girts

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

160.000-140.000 (36 ksi) (36 ksi)

T9 140.000-133.333



T10

133.333-126.667

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi) T11

126.667-123.333

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi)

T12

123.333-120.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi)

T13 120.000-100.000



T14 100.000-80.000



T15

80.000-60.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi) T16

60.000-40.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi) T17

40.000-20.000

None Flat Bar A36

(36 ksi)

Solid Round 7/8 A36

(36 ksi)

T18 20.000-6.700 None Flat Bar A36 (36 ksi)


T19 6.700-0.000 None Flat Bar A36 (36 ksi)

Flat Bar 8x3/8 A36 (36 ksi)


Tower

Elevation

ft

Gusset

Area (per face)

ft2

Gusset

Thickness

in

Gusset Grade Adjust. Factor

Af

Adjust.

Factor Ar

Weight Mult.

Double Angle

Stitch Bolt Spacing

Diagonals in

Double Angle

Stitch Bolt Spacing

Horizontals in

Double Angle

Stitch Bolt Spacing

Redundants in

T1

300.000-280.0

00

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T2

280.000-260.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T3

260.000-240.0

00

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T4 240.000-220.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T5 220.000-200.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T6

200.000-180.0

00

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T7

180.000-160.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T8

160.000-140.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000




Page

7 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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


Spacing Horizontals

in


Spacing Redundants

in

T9 140.000-133.3

33

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T10 133.333-126.6

67

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T11

126.667-123.3

33

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T12

123.333-120.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T13

120.000-100.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T14 100.000-80.00

0

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T15 80.000-60.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T16 60.000-40.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T17

40.000-20.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T18

20.000-6.700

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T19

6.700-0.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000


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

300.000-280.0

00

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T2

280.000-260.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T3 260.000-240.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T4 240.000-220.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T5

220.000-200.0

00

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T6

200.000-180.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1




Page

8 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

T7 180.000-160.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T8

160.000-140.0

00

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T9

140.000-133.333

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T10

133.333-126.667

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T11

126.667-123.333

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T12 123.333-120.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T13 120.000-100.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T14

100.000-80.00

0

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T15

80.000-60.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1 T16

60.000-40.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T17 40.000-20.000

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T18 20.000-6.700

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T19

6.700-0.000

Yes Yes 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.


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

300.000-280.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T2

280.000-260.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75




Page

9 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

T3

260.000-240.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T4

240.000-220.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T5 220.000-200.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T6 200.000-180.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T7 180.000-160.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T8

160.000-140.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T9

140.000-133.333

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T10

133.333-126.667

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T11 126.667-123.3

33

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T12 123.333-120.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T13

120.000-100.0

00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T14

100.000-80.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T15

80.000-60.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T16

60.000-40.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T17

40.000-20.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T18 20.000-6.700

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T19 6.700-0.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

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 % Reviewed For Code Compliance



Page

10 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

286.667 EHS A

B C

3/4

3/4 3/4

5.830

5.830 5.830

10%

10% 10%

19000.000

19000.000 19000.000

1.155

1.155 1.155

372.454

372.454 372.454

240.000

240.000 240.000

0.0000

0.0000 0.0000

0.000

0.000 0.000

100%

100% 100%

236.667 EHS A B

C

3/4 3/4

3/4

5.830 5.830

5.830

10% 10%

10%

19000.000 19000.000

19000.000

1.155 1.155

1.155

335.561 335.561

335.561

240.000 240.000

240.000

0.0000 0.0000

0.0000

0.000 0.000

0.000

100% 100%

100%

176.667 EHS A B

C

3/4 3/4

3/4

5.830 5.830

5.830

10% 10%

10%

19000.000 19000.000

19000.000

1.155 1.155

1.155

296.370 296.370

296.370

240.000 240.000

240.000

0.0000 0.0000

0.0000

0.000 0.000

0.000

100% 100%

100% 116.667 EHS A

B

C

3/4

3/4

3/4

5.830

5.830

5.830

10%

10%

10%

19000.000

19000.000

19000.000

1.155

1.155

1.155

265.077

265.077

265.077

240.000

240.000

240.000

0.0000

0.0000

0.0000

0.000

0.000

0.000

100%

100%

100% 56.6667 EHS A

B C

9/16

9/16 9/16

3.500

3.500 3.500

10%

10% 10%

21000.000

21000.000 21000.000

0.671

0.671 0.671

244.724

244.724 244.724

240.000

240.000 240.000

0.0000

0.0000 0.0000

0.000

0.000 0.000

100%

100% 100%

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

286.667 Torque Arm 6.000 0.0000 Channel A36 (36 ksi)

Channel C15x33.9

236.667 Torque Arm 6.000 0.0000 Channel A36

(36 ksi)

Channel C15x33.9

176.667 Corner

116.667 Corner 56.6667 Corner

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

286.667 A572-50

(50 ksi)

Solid Round No A572-50

(50 ksi)

Equal Angle L2x2x1/4

236.667 A572-50

(50 ksi)


(50 ksi)

Equal Angle L2x2x3/8

176.667 A572-50

(50 ksi)


(50 ksi)

Flat Bar 3x3/8

116.667 A572-50 (50 ksi)

Solid Round No A572-50 (50 ksi)

Flat Bar 3x3/8

56.667 A572-50 (50 ksi)

Solid Round No A572-50 (50 ksi)

Flat Bar 3x3/8

Guy Data (cont’d)




Page

11 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

286.667 0.430 0.430 0.430 13.377

6.3 sec/pulse

13.377

6.3 sec/pulse

13.377

6.3 sec/pulse

236.667 0.388 0.388 0.388 10.911

5.7 sec/pulse

10.911

5.7 sec/pulse

10.911

5.7 sec/pulse

176.667 0.342 0.342 0.342 8.561 5.1 sec/pulse

8.561 5.1 sec/pulse

8.561 5.1 sec/pulse

116.667 0.306 0.306 0.306 6.888

4.5 sec/pulse

6.888

4.5 sec/pulse

6.888

4.5 sec/pulse

56.6667 0.164 0.164 0.164 5.716

4.1 sec/pulse

5.716

4.1 sec/pulse

5.716

4.1 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

286.667 No No 1 1 1 1 1 1 236.667 No No 1 1 1 1 1 1

176.667 No No 1 1 1 1 116.667 No No 1 1 1 1

56.6667 No No 1 1 1 1

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

286.667 0.0000 A325N

0 0.0000 1 0.6250 A325N

0 0.0000 0.75 0.6250 A325N

0 0.0000 0.75

236.667 0.0000 A325N

0 0.0000 1 0.6250 A325N

0 0.0000 0.75 0.6250 A325N

0 0.0000 0.75

176.667 0.6250

A325N

0 0.0000 0.75 0.6250

A325N

0 0.0000 0.75 0.6250

A325N

0 0.0000 0.75

116.667 0.6250

A325N

0 0.0000 0.75 0.6250

A325N

0 0.0000 0.75 0.6250

A325N

0 0.0000 0.75

56.6667 0.6250

A325N

0 0.0000 0.75 0.6250

A325N

0 0.0000 0.75 0.6250

A325N

0 0.0000 0.75

Guy Pressures

Guy Elevation

ft

Guy Location

z

ft

qz

ksf

qz Ice

ksf

Ice Thickness

in

286.667 A B

C

143.333 143.333

143.333

0.043 0.043

0.043

0.002 0.002

0.002

0.5791 0.5791

0.5791 Reviewed For Code Compliance



Page

12 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Guy Elevation

ft

Guy Location

z

ft

qz

ksf

qz Ice

ksf

Ice Thickness

in

236.667 A B

C

118.333 118.333

118.333

0.041 0.041

0.041

0.002 0.002

0.002

0.5681 0.5681

0.5681 176.667 A

B

C

88.333

88.333

88.333

0.038

0.038

0.038

0.002

0.002

0.002

0.5517

0.5517

0.5517 116.667 A

B

C

58.333

58.333

58.333

0.034

0.034

0.034

0.002

0.002

0.002

0.5293

0.5293

0.5293

56.6667 A

B C

28.333

28.333 28.333

0.028

0.028 0.028

0.001

0.001 0.001

0.4924

0.4924 0.4924

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

2-1/4'' Coax (ATT)

A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.43 2 2 0.5000 2.2500 0.000

2-1/4'' Coax

(ATT)

B No Ar (CaAa) 280.000 - 8.000 0.0000 0.43 2 2 0.5000 2.2500 0.000

2-1/4'' Coax

(ATT)

C No Ar (CaAa) 280.000 - 8.000 0.0000 -0.43 2 2 0.5000 2.2500 0.000

3/8'' RET

(ATT)

A No Ar (CaAa) 300.000 - 8.000 0.0000 -0.5 1 1 0.4400 0.4400 0.000

1/2'' FIBER CABLE

(ATT)

A No Ar (CaAa) 300.000 - 8.000 0.0000 -0.18 1 1 0.2760 0.2760 0.000

7/8'' DC Cable

(ATT)

A No Ar (CaAa) 300.000 - 8.000 2.0000 -0.4 4 4 0.8700 0.8700 0.001

1/2'' FIBER CABLE

(ATT)

A No Ar (CaAa) 300.000 - 8.000 0.0000 -0.16 1 1 0.2760 0.2760 0.000

***

1 5/8'' coax

(T-Mobile)

C No Ar (CaAa) 260.000 - 8.000 0.0000 0.15 12 6 0.5000 1.9800 0.001

***

1 5/8'' coax (Verizon)

B No Ar (CaAa) 240.000 - 8.000 0.0000 0 8 4 0.5000 1.9800 0.001

1 5/8'' coax

(Verizon)

C No Ar (CaAa) 240.000 - 8.000 0.0000 0.35 4 2 0.5000 1.9800 0.001

***

1 5/8'' coax (ATMC)

A No Ar (CaAa) 220.000 - 8.000 0.0000 0.42 6 3 0.5000 1.9800 0.001

3/8'' RET

(ATMC)

A No Ar (CaAa) 220.000 - 8.000 1.0000 0.25 1 1 0.4400 0.4400 0.000

3/4'' FIBER

CABLE (ATMC)

A No Ar (CaAa) 220.000 - 8.000 0.0000 0.25 2 1 0.5000 0.7500 0.000

1 1/4'' Coax

(ATMC)

A No Ar (CaAa) 220.000 - 8.000 0.0000 0.3 2 1 0.5000 1.5500 0.001

**GRY

Coax**

*Reserve*

**BBE

Coax**

*Reserve* Reviewed For Code Compliance



Page

13 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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 300.000-280.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

8.944

0.000

0.000

0.000

0.000

0.000

0.046

0.000

0.000 T2 280.000-260.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

17.944

9.000 9.000

0.000

0.000 0.000

0.050

0.004 0.004

T3 260.000-240.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

17.944

9.000 56.520

0.000

0.000 0.000

0.050

0.004 0.254

T4 240.000-220.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

17.944 40.680

72.360

0.000 0.000

0.000

0.050 0.170

0.337

T5 220.000-200.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

51.784 40.680

72.360

0.000 0.000

0.000

0.210 0.170

0.337 T6 200.000-180.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

51.784

40.680

72.360

0.000

0.000

0.000

0.210

0.170

0.337 T7 180.000-160.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

51.784

40.680

72.360

0.000

0.000

0.000

0.210

0.170

0.337

T8 160.000-140.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

51.784

40.680 72.360

0.000

0.000 0.000

0.210

0.170 0.337

T9 140.000-133.333 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

17.261 13.560

24.120

0.000 0.000

0.000

0.070 0.057

0.112

T10 133.333-126.667 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

17.261 13.560

24.120

0.000 0.000

0.000

0.070 0.057

0.112 T11 126.667-123.333 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

8.631

6.780

12.060

0.000

0.000

0.000

0.035

0.028

0.056 T12 123.333-120.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

8.631

6.780 12.060

0.000

0.000 0.000

0.035

0.028 0.056

T13 120.000-100.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

51.784

40.680

72.360

0.000

0.000

0.000

0.210

0.170

0.337

T14 100.000-80.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

51.784 40.680

72.360

0.000 0.000

0.000

0.210 0.170

0.337

T15 80.000-60.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

51.784 40.680

72.360

0.000 0.000

0.000

0.210 0.170

0.337 T16 60.000-40.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

51.784

40.680

72.360

0.000

0.000

0.000

0.210

0.170

0.337 T17 40.000-20.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

51.784

40.680 72.360

0.000

0.000 0.000

0.210

0.170 0.337

T18 20.000-6.700 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

31.070

24.408 43.416

0.000

0.000 0.000

0.126

0.102 0.202




Page

14 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

T19 6.700-0.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

0.000

Feed Line/Linear Appurtenances Section Areas - With Ice

Tower

Section

Tower

Elevation

ft

Face

or

Leg

Ice

Thickness

in

AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

T1 300.000-280.000 A

B

C

0.621 0.000

0.000

0.000

0.000

0.000

0.000

28.518

0.000

0.000

0.000

0.000

0.000

0.184

0.000

0.000 T2 280.000-260.000 A

B C

0.617 0.000

0.000 0.000

0.000

0.000 0.000

46.291

17.853 17.853

0.000

0.000 0.000

0.274

0.091 0.091

T3 260.000-240.000 A

B C

0.612 0.000

0.000 0.000

0.000

0.000 0.000

46.173

17.821 59.340

0.000

0.000 0.000

0.272

0.090 0.725

T4 240.000-220.000 A B

C

0.607 0.000 0.000

0.000

0.000 0.000

0.000

46.046 47.920

79.335

0.000 0.000

0.000

0.270 0.517

0.944

T5 220.000-200.000 A B

C

0.602 0.000 0.000

0.000

0.000 0.000

0.000

97.213 47.846

79.223

0.000 0.000

0.000

0.745 0.515

0.941 T6 200.000-180.000 A

B

C

0.596 0.000

0.000

0.000

0.000

0.000

0.000

96.916

47.764

79.102

0.000

0.000

0.000

0.740

0.513

0.937 T7 180.000-160.000 A

B C

0.589 0.000

0.000 0.000

0.000

0.000 0.000

96.589

47.675 78.968

0.000

0.000 0.000

0.734

0.510 0.933

T8 160.000-140.000 A

B C

0.582 0.000

0.000 0.000

0.000

0.000 0.000

96.226

47.576 78.820

0.000

0.000 0.000

0.728

0.508 0.929

T9 140.000-133.333 A B

C

0.576 0.000 0.000

0.000

0.000 0.000

0.000

31.986 15.834

26.237

0.000 0.000

0.000

0.241 0.169

0.309

T10 133.333-126.667 A B

C

0.573 0.000 0.000

0.000

0.000 0.000

0.000

31.939 15.821

26.217

0.000 0.000

0.000

0.240 0.168

0.308 T11 126.667-123.333 A

B

C

0.571 0.000

0.000

0.000

0.000

0.000

0.000

15.951

7.906

13.101

0.000

0.000

0.000

0.120

0.084

0.154

T12 123.333-120.000 A

B C

0.570 0.000

0.000 0.000

0.000

0.000 0.000

15.938

7.902 13.096

0.000

0.000 0.000

0.120

0.084 0.154

T13 120.000-100.000 A

B C

0.564 0.000

0.000 0.000

0.000

0.000 0.000

95.345

47.335 78.460

0.000

0.000 0.000

0.714

0.501 0.918

T14 100.000-80.000 A B

C

0.553 0.000 0.000

0.000

0.000 0.000

0.000

94.789 47.183

78.233

0.000 0.000

0.000

0.705 0.497

0.912

T15 80.000-60.000 A B

C

0.539 0.000 0.000

0.000

0.000 0.000

0.000

94.109 46.997

77.955

0.000 0.000

0.000

0.693 0.492

0.904 T16 60.000-40.000 A

B

C

0.521 0.000

0.000

0.000

0.000

0.000

0.000

93.226

46.756

77.594

0.000

0.000

0.000

0.679

0.486

0.893 T17 40.000-20.000 A 0.495 0.000 0.000 91.942 0.000 0.659




Page

15 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section

Tower Elevation

ft

Face or

Leg

Ice Thickness

in

AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

B C

0.000 0.000

0.000 0.000

46.405 77.068

0.000 0.000

0.477 0.878

T18 20.000-6.700 A B

C

0.457 0.000 0.000

0.000

0.000 0.000

0.000

54.022 27.530

45.774

0.000 0.000

0.000

0.378 0.278

0.514

T19 6.700-0.000 A B

C

0.398 0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

0.000

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPX

Ice in

CPZ

Ice in

T1 300.000-280.000 -1.8273 0.5969 -1.8340 0.5581

T2 280.000-260.000 -0.0894 1.4884 -0.6793 0.7583 T3 260.000-240.000 -0.6272 2.1998 -0.7936 1.2658

T4 240.000-220.000 -0.2402 1.5531 -0.4562 0.9388

T5 220.000-200.000 -0.3873 0.4253 -0.5509 0.1047 T6 200.000-180.000 -0.3857 0.4235 -0.5487 0.1063

T7 180.000-160.000 -0.3816 0.4190 -0.5443 0.1076 T8 160.000-140.000 -0.3848 0.4225 -0.5467 0.1105

T9 140.000-133.333 -0.3848 0.4225 -0.5462 0.1122

T10 133.333-126.667 -0.3848 0.4225 -0.5460 0.1132 T11 126.667-123.333 -0.3848 0.4225 -0.5458 0.1139

T12 123.333-120.000 -0.3815 0.4189 -0.5424 0.1137 T13 120.000-100.000 -0.3791 0.4163 -0.5396 0.1150

T14 100.000-80.000 -0.3823 0.4197 -0.5417 0.1193

T15 80.000-60.000 -0.3823 0.4197 -0.5404 0.1237 T16 60.000-40.000 -0.3807 0.4181 -0.5371 0.1292

T17 40.000-20.000 -0.3823 0.4197 -0.5361 0.1383 T18 20.000-6.700 -0.3766 0.4136 -0.5245 0.1493

T19 6.700-0.000 0.0000 0.0000 0.0000 0.0000

Shielding Factor Ka

Tower

Section

Feed Line

Record No.

Description Feed Line

Segment Elev.

Ka

No Ice

Ka

Ice

T1 4 3/8" RET 280.00 - 300.00

0.6000 0.6000

T1 5 1/2" FIBER CABLE 280.00 - 300.00

0.6000 0.6000

T1 6 7/8" DC Cable 280.00 -

300.00

0.6000 0.6000

T1 7 1/2" FIBER CABLE 280.00 -

300.00

0.6000 0.6000

T2 1 2-1/4" Coax 260.00 -

280.00

0.6000 0.6000

T2 2 2-1/4" Coax 260.00 - 280.00

0.6000 0.6000

T2 3 2-1/4" Coax 260.00 - 0.6000 0.6000 Reviewed For Code Compliance



Page

16 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section

Feed Line Record No.

Description Feed Line Segment Elev.

Ka No Ice

Ka Ice

280.00

T2 4 3/8" RET 260.00 - 280.00

0.6000 0.6000

T2 5 1/2" FIBER CABLE 260.00 - 280.00

0.6000 0.6000

T2 6 7/8" DC Cable 260.00 -

280.00

0.6000 0.6000

T2 7 1/2" FIBER CABLE 260.00 -

280.00

0.6000 0.6000

T3 1 2-1/4" Coax 240.00 -

260.00

0.6000 0.6000

T3 2 2-1/4" Coax 240.00 - 260.00

0.6000 0.6000

T3 3 2-1/4" Coax 240.00 - 260.00

0.6000 0.6000

T3 4 3/8" RET 240.00 -

260.00

0.6000 0.6000

T3 5 1/2" FIBER CABLE 240.00 -

260.00

0.6000 0.6000

T3 6 7/8" DC Cable 240.00 -

260.00

0.6000 0.6000

T3 7 1/2" FIBER CABLE 240.00 - 260.00

0.6000 0.6000

T3 9 1 5/8" coax 240.00 - 260.00

0.6000 0.6000

T4 1 2-1/4" Coax 220.00 -

240.00

0.6000 0.6000

T4 2 2-1/4" Coax 220.00 -

240.00

0.6000 0.6000

T4 3 2-1/4" Coax 220.00 -

240.00

0.6000 0.6000

T4 4 3/8" RET 220.00 - 240.00

0.6000 0.6000

T4 5 1/2" FIBER CABLE 220.00 - 240.00

0.6000 0.6000

T4 6 7/8" DC Cable 220.00 -

240.00

0.6000 0.6000

T4 7 1/2" FIBER CABLE 220.00 -

240.00

0.6000 0.6000

T4 9 1 5/8" coax 220.00 -

240.00

0.6000 0.6000

T4 11 1 5/8" coax 220.00 - 240.00

0.6000 0.6000

T4 12 1 5/8" coax 220.00 - 240.00

0.6000 0.6000

T5 1 2-1/4" Coax 200.00 -

220.00

0.6000 0.6000

T5 2 2-1/4" Coax 200.00 -

220.00

0.6000 0.6000

T5 3 2-1/4" Coax 200.00 -

220.00

0.6000 0.6000

T5 4 3/8" RET 200.00 - 220.00

0.6000 0.6000

T5 5 1/2" FIBER CABLE 200.00 - 220.00

0.6000 0.6000

T5 6 7/8" DC Cable 200.00 -

220.00

0.6000 0.6000

T5 7 1/2" FIBER CABLE 200.00 -

220.00

0.6000 0.6000

T5 9 1 5/8" coax 200.00 - 220.00

0.6000 0.6000

T5 11 1 5/8" coax 200.00 - 0.6000 0.6000 Reviewed For Code Compliance



Page

17 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section



Ka No Ice

Ka Ice

220.00

T5 12 1 5/8" coax 200.00 - 220.00

0.6000 0.6000

T5 14 1 5/8" coax 200.00 - 220.00

0.6000 0.6000

T5 15 3/8" RET 200.00 -

220.00

0.6000 0.6000

T5 16 3/4" FIBER CABLE 200.00 -

220.00

0.6000 0.6000

T5 17 1 1/4" Coax 200.00 -

220.00

0.6000 0.6000

T6 1 2-1/4" Coax 180.00 - 200.00

0.6000 0.6000

T6 2 2-1/4" Coax 180.00 - 200.00

0.6000 0.6000

T6 3 2-1/4" Coax 180.00 -

200.00

0.6000 0.6000

T6 4 3/8" RET 180.00 -

200.00

0.6000 0.6000

T6 5 1/2" FIBER CABLE 180.00 -

200.00

0.6000 0.6000

T6 6 7/8" DC Cable 180.00 - 200.00

0.6000 0.6000

T6 7 1/2" FIBER CABLE 180.00 - 200.00

0.6000 0.6000

T6 9 1 5/8" coax 180.00 -

200.00

0.6000 0.6000

T6 11 1 5/8" coax 180.00 -

200.00

0.6000 0.6000

T6 12 1 5/8" coax 180.00 -

200.00

0.6000 0.6000

T6 14 1 5/8" coax 180.00 - 200.00

0.6000 0.6000

T6 15 3/8" RET 180.00 - 200.00

0.6000 0.6000

T6 16 3/4" FIBER CABLE 180.00 -

200.00

0.6000 0.6000

T6 17 1 1/4" Coax 180.00 -

200.00

0.6000 0.6000

T7 1 2-1/4" Coax 160.00 -

180.00

0.6000 0.6000

T7 2 2-1/4" Coax 160.00 - 180.00

0.6000 0.6000

T7 3 2-1/4" Coax 160.00 - 180.00

0.6000 0.6000

T7 4 3/8" RET 160.00 -

180.00

0.6000 0.6000

T7 5 1/2" FIBER CABLE 160.00 -

180.00

0.6000 0.6000

T7 6 7/8" DC Cable 160.00 -

180.00

0.6000 0.6000

T7 7 1/2" FIBER CABLE 160.00 - 180.00

0.6000 0.6000

T7 9 1 5/8" coax 160.00 - 180.00

0.6000 0.6000

T7 11 1 5/8" coax 160.00 -

180.00

0.6000 0.6000

T7 12 1 5/8" coax 160.00 -

180.00

0.6000 0.6000

T7 14 1 5/8" coax 160.00 - 180.00

0.6000 0.6000

T7 15 3/8" RET 160.00 - 0.6000 0.6000 Reviewed For Code Compliance



Page

18 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section



Ka No Ice

Ka Ice

180.00

T7 16 3/4" FIBER CABLE 160.00 - 180.00

0.6000 0.6000

T7 17 1 1/4" Coax 160.00 - 180.00

0.6000 0.6000

T8 1 2-1/4" Coax 140.00 -

160.00

0.6000 0.6000

T8 2 2-1/4" Coax 140.00 -

160.00

0.6000 0.6000

T8 3 2-1/4" Coax 140.00 -

160.00

0.6000 0.6000

T8 4 3/8" RET 140.00 - 160.00

0.6000 0.6000

T8 5 1/2" FIBER CABLE 140.00 - 160.00

0.6000 0.6000

T8 6 7/8" DC Cable 140.00 -

160.00

0.6000 0.6000

T8 7 1/2" FIBER CABLE 140.00 -

160.00

0.6000 0.6000

T8 9 1 5/8" coax 140.00 -

160.00

0.6000 0.6000

T8 11 1 5/8" coax 140.00 - 160.00

0.6000 0.6000

T8 12 1 5/8" coax 140.00 - 160.00

0.6000 0.6000

T8 14 1 5/8" coax 140.00 -

160.00

0.6000 0.6000

T8 15 3/8" RET 140.00 -

160.00

0.6000 0.6000

T8 16 3/4" FIBER CABLE 140.00 -

160.00

0.6000 0.6000

T8 17 1 1/4" Coax 140.00 - 160.00

0.6000 0.6000

T9 1 2-1/4" Coax 133.33 - 140.00

0.6000 0.6000

T9 2 2-1/4" Coax 133.33 -

140.00

0.6000 0.6000

T9 3 2-1/4" Coax 133.33 -

140.00

0.6000 0.6000

T9 4 3/8" RET 133.33 -

140.00

0.6000 0.6000

T9 5 1/2" FIBER CABLE 133.33 - 140.00

0.6000 0.6000

T9 6 7/8" DC Cable 133.33 - 140.00

0.6000 0.6000

T9 7 1/2" FIBER CABLE 133.33 -

140.00

0.6000 0.6000

T9 9 1 5/8" coax 133.33 -

140.00

0.6000 0.6000

T9 11 1 5/8" coax 133.33 -

140.00

0.6000 0.6000

T9 12 1 5/8" coax 133.33 - 140.00

0.6000 0.6000

T9 14 1 5/8" coax 133.33 - 140.00

0.6000 0.6000

T9 15 3/8" RET 133.33 -

140.00

0.6000 0.6000

T9 16 3/4" FIBER CABLE 133.33 -

140.00

0.6000 0.6000

T9 17 1 1/4" Coax 133.33 - 140.00

0.6000 0.6000

T10 1 2-1/4" Coax 126.67 - 0.6000 0.6000 Reviewed For Code Compliance



Page

19 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section



Ka No Ice

Ka Ice

133.33

T10 2 2-1/4" Coax 126.67 - 133.33

0.6000 0.6000

T10 3 2-1/4" Coax 126.67 - 133.33

0.6000 0.6000

T10 4 3/8" RET 126.67 -

133.33

0.6000 0.6000

T10 5 1/2" FIBER CABLE 126.67 -

133.33

0.6000 0.6000

T10 6 7/8" DC Cable 126.67 -

133.33

0.6000 0.6000

T10 7 1/2" FIBER CABLE 126.67 - 133.33

0.6000 0.6000

T10 9 1 5/8" coax 126.67 - 133.33

0.6000 0.6000

T10 11 1 5/8" coax 126.67 -

133.33

0.6000 0.6000

T10 12 1 5/8" coax 126.67 -

133.33

0.6000 0.6000

T10 14 1 5/8" coax 126.67 -

133.33

0.6000 0.6000

T10 15 3/8" RET 126.67 - 133.33

0.6000 0.6000

T10 16 3/4" FIBER CABLE 126.67 - 133.33

0.6000 0.6000

T10 17 1 1/4" Coax 126.67 -

133.33

0.6000 0.6000

T11 1 2-1/4" Coax 123.33 -

126.67

0.6000 0.6000

T11 2 2-1/4" Coax 123.33 -

126.67

0.6000 0.6000

T11 3 2-1/4" Coax 123.33 - 126.67

0.6000 0.6000

T11 4 3/8" RET 123.33 - 126.67

0.6000 0.6000

T11 5 1/2" FIBER CABLE 123.33 -

126.67

0.6000 0.6000

T11 6 7/8" DC Cable 123.33 -

126.67

0.6000 0.6000

T11 7 1/2" FIBER CABLE 123.33 -

126.67

0.6000 0.6000

T11 9 1 5/8" coax 123.33 - 126.67

0.6000 0.6000

T11 11 1 5/8" coax 123.33 - 126.67

0.6000 0.6000

T11 12 1 5/8" coax 123.33 -

126.67

0.6000 0.6000

T11 14 1 5/8" coax 123.33 -

126.67

0.6000 0.6000

T11 15 3/8" RET 123.33 -

126.67

0.6000 0.6000

T11 16 3/4" FIBER CABLE 123.33 - 126.67

0.6000 0.6000

T11 17 1 1/4" Coax 123.33 - 126.67

0.6000 0.6000

T12 1 2-1/4" Coax 120.00 -

123.33

0.6000 0.6000

T12 2 2-1/4" Coax 120.00 -

123.33

0.6000 0.6000

T12 3 2-1/4" Coax 120.00 - 123.33

0.6000 0.6000

T12 4 3/8" RET 120.00 - 0.6000 0.6000 Reviewed For Code Compliance



Page

20 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section



Ka No Ice

Ka Ice

123.33

T12 5 1/2" FIBER CABLE 120.00 - 123.33

0.6000 0.6000

T12 6 7/8" DC Cable 120.00 - 123.33

0.6000 0.6000

T12 7 1/2" FIBER CABLE 120.00 -

123.33

0.6000 0.6000

T12 9 1 5/8" coax 120.00 -

123.33

0.6000 0.6000

T12 11 1 5/8" coax 120.00 -

123.33

0.6000 0.6000

T12 12 1 5/8" coax 120.00 - 123.33

0.6000 0.6000

T12 14 1 5/8" coax 120.00 - 123.33

0.6000 0.6000

T12 15 3/8" RET 120.00 -

123.33

0.6000 0.6000

T12 16 3/4" FIBER CABLE 120.00 -

123.33

0.6000 0.6000

T12 17 1 1/4" Coax 120.00 -

123.33

0.6000 0.6000

T13 1 2-1/4" Coax 100.00 - 120.00

0.6000 0.6000

T13 2 2-1/4" Coax 100.00 - 120.00

0.6000 0.6000

T13 3 2-1/4" Coax 100.00 -

120.00

0.6000 0.6000

T13 4 3/8" RET 100.00 -

120.00

0.6000 0.6000

T13 5 1/2" FIBER CABLE 100.00 -

120.00

0.6000 0.6000

T13 6 7/8" DC Cable 100.00 - 120.00

0.6000 0.6000

T13 7 1/2" FIBER CABLE 100.00 - 120.00

0.6000 0.6000

T13 9 1 5/8" coax 100.00 -

120.00

0.6000 0.6000

T13 11 1 5/8" coax 100.00 -

120.00

0.6000 0.6000

T13 12 1 5/8" coax 100.00 -

120.00

0.6000 0.6000

T13 14 1 5/8" coax 100.00 - 120.00

0.6000 0.6000

T13 15 3/8" RET 100.00 - 120.00

0.6000 0.6000

T13 16 3/4" FIBER CABLE 100.00 -

120.00

0.6000 0.6000

T13 17 1 1/4" Coax 100.00 -

120.00

0.6000 0.6000

T14 1 2-1/4" Coax 80.00 - 100.00 0.6000 0.6000

T14 2 2-1/4" Coax 80.00 - 100.00 0.6000 0.6000

T14 3 2-1/4" Coax 80.00 - 100.00 0.6000 0.6000 T14 4 3/8" RET 80.00 - 100.00 0.6000 0.6000

T14 5 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 T14 6 7/8" DC Cable 80.00 - 100.00 0.6000 0.6000

T14 7 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000

T14 9 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T14 11 1 5/8" coax 80.00 - 100.00 0.6000 0.6000

T14 12 1 5/8" coax 80.00 - 100.00 0.6000 0.6000

T14 14 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T14 15 3/8" RET 80.00 - 100.00 0.6000 0.6000

T14 16 3/4" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 Reviewed For Code Compliance



Page

21 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Tower Section



Ka No Ice

Ka Ice

T14 17 1 1/4" Coax 80.00 - 100.00 0.6000 0.6000

T15 1 2-1/4" Coax 60.00 - 80.00 0.6000 0.6000 T15 2 2-1/4" Coax 60.00 - 80.00 0.6000 0.6000

T15 3 2-1/4" Coax 60.00 - 80.00 0.6000 0.6000 T15 4 3/8" RET 60.00 - 80.00 0.6000 0.6000

T15 5 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000

T15 6 7/8" DC Cable 60.00 - 80.00 0.6000 0.6000 T15 7 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000

T15 9 1 5/8" coax 60.00 - 80.00 0.6000 0.6000

T15 11 1 5/8" coax 60.00 - 80.00 0.6000 0.6000

T15 12 1 5/8" coax 60.00 - 80.00 0.6000 0.6000

T15 14 1 5/8" coax 60.00 - 80.00 0.6000 0.6000 T15 15 3/8" RET 60.00 - 80.00 0.6000 0.6000

T15 16 3/4" FIBER CABLE 60.00 - 80.00 0.6000 0.6000 T15 17 1 1/4" Coax 60.00 - 80.00 0.6000 0.6000

T16 1 2-1/4" Coax 40.00 - 60.00 0.6000 0.6000

T16 2 2-1/4" Coax 40.00 - 60.00 0.6000 0.6000 T16 3 2-1/4" Coax 40.00 - 60.00 0.6000 0.6000

T16 4 3/8" RET 40.00 - 60.00 0.6000 0.6000 T16 5 1/2" FIBER CABLE 40.00 - 60.00 0.6000 0.6000

T16 6 7/8" DC Cable 40.00 - 60.00 0.6000 0.6000

T16 7 1/2" FIBER CABLE 40.00 - 60.00 0.6000 0.6000 T16 9 1 5/8" coax 40.00 - 60.00 0.6000 0.6000

T16 11 1 5/8" coax 40.00 - 60.00 0.6000 0.6000 T16 12 1 5/8" coax 40.00 - 60.00 0.6000 0.6000

T16 14 1 5/8" coax 40.00 - 60.00 0.6000 0.6000

T16 15 3/8" RET 40.00 - 60.00 0.6000 0.6000

T16 16 3/4" FIBER CABLE 40.00 - 60.00 0.6000 0.6000

T16 17 1 1/4" Coax 40.00 - 60.00 0.6000 0.6000 T17 1 2-1/4" Coax 20.00 - 40.00 0.6000 0.6000

T17 2 2-1/4" Coax 20.00 - 40.00 0.6000 0.6000

T17 3 2-1/4" Coax 20.00 - 40.00 0.6000 0.6000 T17 4 3/8" RET 20.00 - 40.00 0.6000 0.6000

T17 5 1/2" FIBER CABLE 20.00 - 40.00 0.6000 0.6000 T17 6 7/8" DC Cable 20.00 - 40.00 0.6000 0.6000

T17 7 1/2" FIBER CABLE 20.00 - 40.00 0.6000 0.6000

T17 9 1 5/8" coax 20.00 - 40.00 0.6000 0.6000 T17 11 1 5/8" coax 20.00 - 40.00 0.6000 0.6000

T17 12 1 5/8" coax 20.00 - 40.00 0.6000 0.6000 T17 14 1 5/8" coax 20.00 - 40.00 0.6000 0.6000

T17 15 3/8" RET 20.00 - 40.00 0.6000 0.6000

T17 16 3/4" FIBER CABLE 20.00 - 40.00 0.6000 0.6000 T17 17 1 1/4" Coax 20.00 - 40.00 0.6000 0.6000

T18 1 2-1/4" Coax 8.00 - 20.00 0.6000 0.6000 T18 2 2-1/4" Coax 8.00 - 20.00 0.6000 0.6000

T18 3 2-1/4" Coax 8.00 - 20.00 0.6000 0.6000

T18 4 3/8" RET 8.00 - 20.00 0.6000 0.6000 T18 5 1/2" FIBER CABLE 8.00 - 20.00 0.6000 0.6000

T18 6 7/8" DC Cable 8.00 - 20.00 0.6000 0.6000 T18 7 1/2" FIBER CABLE 8.00 - 20.00 0.6000 0.6000

T18 9 1 5/8" coax 8.00 - 20.00 0.6000 0.6000

T18 11 1 5/8" coax 8.00 - 20.00 0.6000 0.6000 T18 12 1 5/8" coax 8.00 - 20.00 0.6000 0.6000

T18 14 1 5/8" coax 8.00 - 20.00 0.6000 0.6000 T18 15 3/8" RET 8.00 - 20.00 0.6000 0.6000

T18 16 3/4" FIBER CABLE 8.00 - 20.00 0.6000 0.6000

T18 17 1 1/4" Coax 8.00 - 20.00 0.6000 0.6000




Page

22 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

4' Lightning Rod A From Leg 0.000

0.000 2.000

0.0000 300.000 No Ice

1/2'' Ice

0.590

0.610

0.590

0.610

0.008

0.010

Beacon (.035k 2.250CAAA) B From Leg 0.000

0.000 0.500

0.0000 300.000 No Ice

1/2'' Ice

2.250

2.500

2.250

2.500

0.035

0.450

*** 742 989 w/Mount Pipe

(ATT)

A From Leg 4.000

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078

742 989 w/Mount Pipe

(ATT)

B From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078


(ATT)

C From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078

KMW EPBQ-652L8H8 (ATT)

A From Leg 4.000 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

11.980 12.617

7.380 7.987

0.062 0.128

KMW EPBQ-652L8H8 (ATT)

B From Leg 4.000 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

11.980 12.617

7.380 7.987

0.062 0.128

KMW EPBQ-652L8H8

(ATT)

C From Leg 4.000

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

11.980

12.617

7.380

7.987

0.062

0.128

SBNHH-1D65C w/ Mount

Pipe (ATT)

A From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

11.588

12.306

9.793

11.311

0.099

0.188

SBNHH-1D65C w/ Mount

Pipe (ATT)

B From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

11.588

12.306

9.793

11.311

0.099

0.188

SBNHH-1D65C w/ Mount Pipe

(ATT)

C From Leg 4.000 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

11.588 12.306

9.793 11.311

0.099 0.188

RRUS 11 (ATT)

A From Leg 3.500 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11

(ATT)

B From Leg 3.500

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

2.784

2.992

1.187

1.334

0.051

0.071

RRUS 11

(ATT)

C From Leg 3.500

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

2.784

2.992

1.187

1.334

0.051

0.071

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

(ATT)

C From Leg 3.500

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

2.200

2.398

2.200

2.398

0.019

0.041

Ericsson RRUS32 B66 (ATT)

A From Leg 3.500 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

2.857 3.083

1.777 1.968

0.055 0.077

Ericsson RRUS32 B66 (ATT)

A From Leg 3.500 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

2.857 3.083

1.777 1.968

0.055 0.077




Page

23 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

Ericsson RRUS32 B66

(ATT)

B From Leg 3.500

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

2.857

3.083

1.777

1.968

0.055

0.077

RRUS 32

(ATT)

B From Leg 3.500

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

2.692

2.912

1.573

1.756

0.060

0.080

RRUS 32 (ATT)

B From Leg 3.500 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

2.692 2.912

1.573 1.756

0.060 0.080

RRUS 32

(ATT)

C From Leg 3.500

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

2.692

2.912

1.573

1.756

0.060

0.080

RRUS 32 B2

(ATT)

C From Leg 3.500

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.314

3.558

2.424

2.638

0.077

0.105

RRUS 32 B2

(ATT)

C From Leg 3.500

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.314

3.558

2.424

2.638

0.077

0.105

RRUS 32 B2 (ATT)

C From Leg 3.500 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

3.314 3.558

2.424 2.638

0.077 0.105

SM 407-3

(ATT)

A From Leg 0.000

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

20.490

30.390

20.490

30.390

0.956

1.376

SM 407-3

(ATT)

A From Leg 0.000

0.000

0.000

0.0000 280.000 No Ice

1/2'' Ice

20.490

30.390

20.490

30.390

0.956

1.376

***

(4) Powerwave 7745.00 w/ Pipe Mount

(T-Mobile)

A From Leg 4.000 0.000

0.000

0.0000 260.000 No Ice 1/2'' Ice

7.034 7.580

8.676 9.942

0.066 0.133

(4) Powerwave 7745.00 w/ Pipe Mount

(T-Mobile)

B From Leg 4.000 0.000

0.000

0.0000 260.000 No Ice 1/2'' Ice

7.034 7.580

8.676 9.942

0.066 0.133

(4) Powerwave 7745.00 w/

Pipe Mount

(T-Mobile)

C From Leg 4.000

0.000

0.000

0.0000 260.000 No Ice

1/2'' Ice

7.034

7.580

8.676

9.942

0.066

0.133

Powerwave LGP 186nn

(T-Mobile)

A From Leg 3.500

0.000 0.000

0.0000 260.000 No Ice

1/2'' Ice

0.750

0.870

0.200

0.270

0.010

0.015

Powerwave LGP 186nn

(T-Mobile)

B From Leg 3.500

0.000 0.000

0.0000 260.000 No Ice

1/2'' Ice

0.750

0.870

0.200

0.270

0.010

0.015

Powerwave LGP 186nn (T-Mobile)

C From Leg 3.500 0.000

0.000

0.0000 260.000 No Ice 1/2'' Ice

0.750 0.870

0.200 0.270

0.010 0.015

SM 407-3 (T-Mobile)

C From Leg 0.000 0.000

0.000

0.0000 260.000 No Ice 1/2'' Ice

20.490 30.390

20.490 30.390

0.956 1.376

***

(2) CSA PCSA065-16-0

(Verizon)

A From Leg 4.000

0.000 0.000

0.0000 240.000 No Ice

1/2'' Ice

6.470

6.940

5.850

6.330

0.025

0.069

(2) CSA PCSA065-16-0

(Verizon)

B From Leg 4.000

0.000 0.000

0.0000 240.000 No Ice

1/2'' Ice

6.470

6.940

5.850

6.330

0.025

0.069

(2) CSA PCSA065-16-0 C From Leg 4.000 0.0000 240.000 No Ice 6.470 5.850 0.025 Reviewed For Code Compliance



Page

24 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

(Verizon) 0.000

0.000

1/2'' Ice 6.940 6.330 0.069

(2) Antel BXA-70063/8CF-2

w/Pipe Mount (.024k,

10.68CAAA)

(Verizon)

A From Leg 4.000

0.000

0.000

0.0000 240.000 No Ice

1/2'' Ice

10.683

11.300

7.421

8.817

0.053

0.128

(2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k,

10.68CAAA) (Verizon)

B From Leg 4.000 0.000

0.000

0.0000 240.000 No Ice 1/2'' Ice

10.683 11.300

7.421 8.817

0.053 0.128

(2) Antel BXA-70063/8CF-2

w/Pipe Mount (.024k, 10.68CAAA)

(Verizon)

C From Leg 4.000

0.000 0.000

0.0000 240.000 No Ice

1/2'' Ice

10.683

11.300

7.421

8.817

0.053

0.128

(2) Commscope 641280-DF

(Verizon)

A From Leg 3.500

0.000

0.000

0.0000 240.000 No Ice

1/2'' Ice

0.444

0.529

0.127

0.180

0.004

0.008


(Verizon)

B From Leg 3.500

0.000 0.000

0.0000 240.000 No Ice

1/2'' Ice

0.444

0.529

0.127

0.180

0.004

0.008


(Verizon)

C From Leg 3.500

0.000

0.000

0.0000 240.000 No Ice

1/2'' Ice

0.444

0.529

0.127

0.180

0.004

0.008

SM 407-3 (Verizon)

C From Leg 0.000 0.000

0.000

0.0000 240.000 No Ice 1/2'' Ice

20.490 30.390

20.490 30.390

0.956 1.376

*** 741 989 w/Mount Pipe

(ATMC)

A From Leg 4.000

0.000 0.000

0.0000 220.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078


(ATMC)

B From Leg 4.000

0.000 0.000

0.0000 220.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078

741 989 w/Mount Pipe (ATMC)

C From Leg 4.000 0.000

0.000

0.0000 220.000 No Ice 1/2'' Ice

3.786 4.400

3.389 4.428

0.042 0.078

Kathrein 800 10309V01 w/ Mount Pipe

(ATMC)

A From Leg 4.000 0.000

0.000

0.0000 220.000 No Ice 1/2'' Ice

7.786 8.348

5.408 6.595

0.055 0.113

Kathrein 800 10309V01 w/

Mount Pipe

(ATMC)

B From Leg 4.000

0.000

0.000

0.0000 220.000 No Ice

1/2'' Ice

7.786

8.348

5.408

6.595

0.055

0.113

Kathrein 800 10309V01 w/

Mount Pipe (ATMC)

C From Leg 4.000

0.000 0.000

0.0000 220.000 No Ice

1/2'' Ice

7.786

8.348

5.408

6.595

0.055

0.113

RRUS 11

(ATMC)

A From Leg 3.500

0.000 0.000

0.0000 220.000 No Ice

1/2'' Ice

2.784

2.992

1.187

1.334

0.051

0.071

RRUS 11 (ATMC)

B From Leg 3.500 0.000

0.000

0.0000 220.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 (ATMC)

C From Leg 3.500 0.000

0.000

0.0000 220.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

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

C From Leg 3.500 0.000

0.000

0.0000 220.000 No Ice 1/2'' Ice

2.200 2.398

2.200 2.398

0.019 0.041




Page

25 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

SM 407-3

(ATMC)

C From Leg 0.000

0.000 0.000

0.0000 220.000 No Ice

1/2'' Ice

20.490

30.390

20.490

30.390

0.956

1.376

Load Combinations

Comb. No.

Description

1 Dead Only

2 1.2 Dead+1.6 Wind 0 deg - No Ice+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy


6 1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy



11 1.2 Dead+1.6 Wind 270 deg - No Ice+1.0 Guy


14 1.2 Dead+1.0 Ice+1.0 Temp+Guy 15 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+1.0 Guy

16 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy

17 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy 18 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp+1.0 Guy






27 Dead+Wind 0 deg - Service+Guy


29 Dead+Wind 60 deg - Service+Guy 30 Dead+Wind 90 deg - Service+Guy






Maximum Reactions Reviewed For Code Compliance



Page

26 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Location Condition Gov.

Load Comb.

Vertical

K

Horizontal, X

K

Horizontal, Z

K

Mast Max. Vert 2 222.420 0.004 1.254

Max. Hx 12 192.301 1.976 1.120 Max. Hz 2 222.420 0.004 1.254

Max. Mx 1 0.000 -0.006 0.001

Max. Mz 1 0.000 -0.006 0.001 Max. Torsion 13 1.692 1.286 1.197

Min. Vert 1 113.357 -0.006 0.001

Min. Hx 4 193.152 -2.042 1.187

Min. Hz 8 195.127 0.012 -2.460

Min. Mx 1 0.000 -0.006 0.001 Min. Mz 1 0.000 -0.006 0.001

Min. Torsion 7 -1.373 -0.403 -1.708 Guy C @ 240 ft

Elev 0 ft

Azimuth 240 deg

Max. Vert 10 -6.241 -4.062 2.345

Max. Hx 10 -6.241 -4.062 2.345

Max. Hz 3 -96.019 -103.533 62.364 Min. Vert 4 -96.716 -104.472 60.323

Min. Hx 4 -96.716 -104.472 60.323

Min. Hz 10 -6.241 -4.062 2.345 Guy B @ 240 ft

Elev 0 ft Azimuth 120 deg

Max. Vert 6 -6.282 4.123 2.381

Max. Hx 13 -96.317 103.509 62.305

Max. Hz 13 -96.317 103.509 62.305

Min. Vert 13 -96.317 103.509 62.305

Min. Hx 6 -6.282 4.123 2.381 Min. Hz 6 -6.282 4.123 2.381

Guy A @ 240 ft

Elev 0 ft Azimuth 0 deg

Max. Vert 2 -6.146 -0.001 -4.563

Max. Hx 11 -51.918 4.750 -62.765 Max. Hz 2 -6.146 -0.001 -4.563

Min. Vert 8 -99.220 0.028 -124.389

Min. Hx 5 -51.872 -4.749 -62.771 Min. Hz 8 -99.220 0.028 -124.389

Tower Mast Reaction Summary

Load

Combination

Vertical

K

Shearx

K

Shearz

K

Overturning

Moment, Mx kip-ft

Overturning

Moment, Mz kip-ft

Torque

kip-ft

Dead Only 113.357 0.006 -0.001 0.000 0.000 -0.085

1.2 Dead+1.6 Wind 0 deg - No

Ice+1.0 Guy

222.420 -0.004 -1.254 0.000 0.000 -1.112


Ice+1.0 Guy

209.890 1.294 -1.203 0.000 0.000 -0.342


Ice+1.0 Guy

193.152 2.042 -1.187 0.000 0.000 -0.032

1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy

206.084 1.702 -0.443 0.000 0.000 0.231


214.746 1.216 0.694 0.000 0.000 0.885

1.2 Dead+1.6 Wind 150 deg -

No Ice+1.0 Guy

210.247 0.403 1.708 0.000 0.000 1.373

1.2 Dead+1.6 Wind 180 deg - 195.127 -0.012 2.460 0.000 0.000 0.996 Reviewed For Code Compliance



Page

27 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Load Combination

Vertical

K

Shearx

K

Shearz

K

Overturning Moment, Mx

kip-ft

Overturning Moment, Mz

kip-ft

Torque

kip-ft

No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg -

No Ice+1.0 Guy

210.010 -0.387 1.722 0.000 0.000 0.025


No Ice+1.0 Guy

217.308 -1.165 0.683 0.000 0.000 -0.294


206.165 -1.695 -0.425 0.000 0.000 -0.541


No Ice+1.0 Guy

192.301 -1.976 -1.120 0.000 0.000 -1.337


No Ice+1.0 Guy

210.221 -1.286 -1.197 0.000 0.000 -1.692

1.2 Dead+1.0 Ice+1.0

Temp+Guy

169.687 0.016 -0.009 0.000 0.000 -0.122

1.2 Dead+1.0 Wind 0 deg+1.0

Ice+1.0 Temp+1.0 Guy

170.164 0.016 -0.129 0.000 0.000 -0.182

1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy

169.907 0.074 -0.111 0.000 0.000 -0.141


169.651 0.115 -0.066 0.000 0.000 -0.138

1.2 Dead+1.0 Wind 90 deg+1.0

Ice+1.0 Temp+1.0 Guy

169.907 0.128 -0.009 0.000 0.000 -0.131

1.2 Dead+1.0 Wind 120

deg+1.0 Ice+1.0 Temp+1.0 Guy

170.166 0.116 0.049 0.000 0.000 -0.080

1.2 Dead+1.0 Wind 150


169.907 0.075 0.093 0.000 0.000 -0.040

1.2 Dead+1.0 Wind 180


169.649 0.016 0.110 0.000 0.000 -0.063


169.901 -0.043 0.093 0.000 0.000 -0.103

1.2 Dead+1.0 Wind 240


170.157 -0.084 0.049 0.000 0.000 -0.107

1.2 Dead+1.0 Wind 270


169.898 -0.097 -0.008 0.000 0.000 -0.114

1.2 Dead+1.0 Wind 300


169.644 -0.083 -0.065 0.000 0.000 -0.164


169.903 -0.043 -0.110 0.000 0.000 -0.205

Dead+Wind 0 deg - Service+Guy

114.528 0.005 -0.428 0.000 0.000 -0.225

Dead+Wind 30 deg -

Service+Guy

114.315 0.209 -0.356 0.000 0.000 -0.111

Dead+Wind 60 deg -

Service+Guy

114.146 0.348 -0.200 0.000 0.000 -0.064

Dead+Wind 90 deg -

Service+Guy

114.299 0.389 -0.001 0.000 0.000 -0.026


114.504 0.343 0.193 0.000 0.000 0.068


114.318 0.210 0.349 0.000 0.000 0.130

Dead+Wind 180 deg -

Service+Guy

114.169 0.006 0.417 0.000 0.000 0.059

Dead+Wind 210 deg -

Service+Guy

114.311 -0.199 0.352 0.000 0.000 -0.055

Dead+Wind 240 deg -

Service+Guy

114.503 -0.344 0.201 0.000 0.000 -0.103


114.289 -0.378 -0.000 0.000 0.000 -0.140

Dead+Wind 300 deg -

Service+Guy

114.131 -0.324 -0.191 0.000 0.000 -0.235

Dead+Wind 330 deg -

Service+Guy

114.313 -0.197 -0.353 0.000 0.000 -0.296




Page

28 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Solution Summary

Load

Comb.

Sum of Applied Forces Sum of Reactions % Error PX

K

PY

K

PZ

K

PX

K

PY

K

PZ

K

1 0.000 -43.344 0.000 -0.000 43.343 -0.000 0.001% 2 0.012 -51.570 -107.814 -0.012 51.570 107.809 0.004%

3 52.638 -50.543 -91.090 -52.639 50.543 91.086 0.004%

4 89.571 -49.517 -51.680 -89.571 49.517 51.682 0.001%

5 100.936 -50.543 -0.012 -100.933 50.543 0.014 0.003%

6 87.647 -51.570 50.555 -87.643 51.570 -50.553 0.004% 7 52.618 -50.543 91.078 -52.614 50.543 -91.076 0.004%

8 -0.012 -49.517 107.659 0.017 49.517 -107.660 0.004% 9 -52.638 -50.543 91.090 52.635 50.543 -91.088 0.004%

10 -89.705 -51.570 51.758 89.702 51.570 -51.755 0.004%

11 -100.936 -50.543 0.012 100.933 50.543 -0.010 0.003% 12 -87.513 -49.517 -50.478 87.514 49.517 50.476 0.002%

13 -52.618 -50.543 -91.078 52.618 50.543 91.074 0.004% 14 0.000 -84.909 0.000 0.000 84.909 0.000 0.000%

15 0.000 -84.989 -5.151 -0.000 84.989 5.149 0.002%

16 2.547 -84.909 -4.408 -2.546 84.909 4.407 0.002% 17 4.344 -84.829 -2.507 -4.343 84.829 2.506 0.002%

18 4.987 -84.909 -0.000 -4.986 84.909 0.000 0.002% 19 4.372 -84.989 2.522 -4.370 84.989 -2.522 0.002%

20 2.560 -84.909 4.432 -2.559 84.909 -4.431 0.002%

21 -0.000 -84.829 5.147 0.000 84.829 -5.145 0.002%

22 -2.547 -84.909 4.408 2.546 84.909 -4.407 0.002%

23 -4.348 -84.989 2.509 4.346 84.989 -2.508 0.002% 24 -4.987 -84.909 0.000 4.982 84.909 -0.000 0.007%

25 -4.368 -84.829 -2.520 4.363 84.829 2.517 0.007%

26 -2.560 -84.909 -4.432 2.559 84.909 4.431 0.002% 27 0.001 -43.470 -13.310 -0.001 43.470 13.307 0.008%

28 6.499 -43.344 -11.246 -6.499 43.344 11.243 0.005% 29 11.058 -43.217 -6.380 -11.055 43.217 6.379 0.008%

30 12.461 -43.344 -0.001 -12.459 43.344 0.002 0.005%

31 10.821 -43.470 6.241 -10.818 43.470 -6.240 0.007% 32 6.496 -43.344 11.244 -6.494 43.344 -11.243 0.005%

33 -0.001 -43.217 13.291 0.002 43.217 -13.288 0.008% 34 -6.499 -43.344 11.246 6.497 43.344 -11.245 0.005%

35 -11.075 -43.470 6.390 11.072 43.470 -6.388 0.007%

36 -12.461 -43.344 0.001 12.459 43.344 -0.000 0.004% 37 -10.804 -43.217 -6.232 10.801 43.217 6.230 0.008%

38 -6.496 -43.344 -11.244 6.496 43.344 11.242 0.005%

Non-Linear Convergence Results

Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance

1 Yes 7 0.00000001 0.00004007 2 Yes 16 0.00007142 0.00013382

3 Yes 16 0.00007024 0.00011346

4 Yes 12 0.00000001 0.00007000 5 Yes 16 0.00006647 0.00010675

6 Yes 16 0.00006488 0.00012392 7 Yes 16 0.00006873 0.00011161

8 Yes 12 0.00014028 0.00014322 Reviewed For Code Compliance



Page

29 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

9 Yes 16 0.00007012 0.00011324

10 Yes 16 0.00006756 0.00012617 11 Yes 16 0.00006611 0.00010596

12 Yes 12 0.00008811 0.00010120 13 Yes 16 0.00006866 0.00011116

14 Yes 6 0.00000001 0.00012594

15 Yes 9 0.00000001 0.00004205 16 Yes 9 0.00000001 0.00004041

17 Yes 9 0.00000001 0.00003821 18 Yes 9 0.00000001 0.00004072

19 Yes 9 0.00000001 0.00004393

20 Yes 9 0.00000001 0.00003997 21 Yes 9 0.00000001 0.00003282

22 Yes 9 0.00000001 0.00002981 23 Yes 9 0.00000001 0.00002853

24 Yes 8 0.00000001 0.00006202

25 Yes 8 0.00000001 0.00006459 26 Yes 9 0.00000001 0.00003411

27 Yes 9 0.00000001 0.00009487

28 Yes 9 0.00000001 0.00005906 29 Yes 8 0.00000001 0.00006382

30 Yes 9 0.00000001 0.00005233 31 Yes 9 0.00000001 0.00007612

32 Yes 9 0.00000001 0.00006312

33 Yes 8 0.00000001 0.00006614 34 Yes 9 0.00000001 0.00005605

35 Yes 9 0.00000001 0.00007840 36 Yes 9 0.00000001 0.00004756

37 Yes 8 0.00000001 0.00005729

38 Yes 9 0.00000001 0.00005911

Maximum Tower Deflections - Service Wind

Section

No.

Elevation

ft

Horz.

Deflection in

Gov.

Load Comb.

Tilt

°

Twist

°

T1 300 - 280 1.480 37 0.0211 0.0924

T2 280 - 260 1.440 37 0.0356 0.0910 T3 260 - 240 1.541 33 0.0277 0.1134

T4 240 - 220 1.559 33 0.0251 0.1180 T5 220 - 200 1.603 33 0.0210 0.1540

T6 200 - 180 1.551 33 0.0265 0.1497

T7 180 - 160 1.404 33 0.0319 0.1457 T8 160 - 140 1.299 33 0.0253 0.1481

T9 140 - 133.333 1.193 27 0.0317 0.1387 T10 133.333 - 126.667 1.149 27 0.0322 0.1350

T11 126.667 - 123.333 1.103 27 0.0301 0.1312

T12 123.333 - 120 1.081 27 0.0277 0.1308 T13 120 - 100 1.063 27 0.0244 0.1321

T14 100 - 80 1.002 27 0.0146 0.1278 T15 80 - 60 0.927 27 0.0271 0.1136

T16 60 - 40 0.775 27 0.0411 0.0978

T17 40 - 20 0.588 27 0.0528 0.0807 T18 20 - 6.7 0.328 27 0.0710 0.0607

T19 6.7 - 0 0.114 27 0.0789 0.0480




Page

30 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft

Appurtenance Gov.

Load Comb.

Deflection

in

Tilt

°

Twist

°

Radius of

Curvature ft

300.000 4' Lightning Rod 37 1.480 0.0211 0.0924 127888

286.667 Guy 37 1.444 0.0329 0.0883 47958 280.000 SM 407-3 37 1.440 0.0356 0.0910 36558

260.000 (4) Powerwave 7745.00 w/ Pipe Mount

33 1.541 0.0277 0.1134 27744

240.000 (2) CSA PCSA065-16-0 33 1.559 0.0251 0.1180 42079

236.667 Guy 33 1.565 0.0249 0.1228 52586 220.000 741 989 w/Mount Pipe 33 1.603 0.0210 0.1540 32606

176.667 Guy 33 1.383 0.0310 0.1457 58753 116.667 Guy 27 1.048 0.0212 0.1875 42489

56.667 Guy 27 0.747 0.0429 0.0940 240414

Maximum Tower Deflections - Design Wind

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T1 300 - 280 27.600 6 0.2975 0.8686 T2 280 - 260 27.522 2 0.1765 0.8311

T3 260 - 240 28.222 2 0.1809 0.9768 T4 240 - 220 28.201 2 0.2085 0.9756

T5 220 - 200 28.226 2 0.2336 1.1078

T6 200 - 180 27.121 2 0.4956 1.0389 T7 180 - 160 24.892 2 0.5583 0.9820

T8 160 - 140 22.801 2 0.5120 0.9586 T9 140 - 133.333 20.484 2 0.5864 0.8883

T10 133.333 - 126.667 19.631 2 0.5916 0.8609

T11 126.667 - 123.333 18.774 2 0.5726 0.8316 T12 123.333 - 120 18.358 2 0.5517 0.8167

T13 120 - 100 17.970 2 0.5218 0.8157 T14 100 - 80 16.126 2 0.4367 0.7769

T15 80 - 60 14.166 2 0.5525 0.6960

T16 60 - 40 11.494 2 0.6969 0.6008 T17 40 - 20 8.382 2 0.8282 0.4997

T18 20 - 6.7 4.516 2 1.0081 0.3856 T19 6.7 - 0 1.554 2 1.0843 0.3240

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft

300.000 4' Lightning Rod 6 27.600 0.2975 0.8686 18573 286.667 Guy 2 27.367 0.1492 0.8214 6965

280.000 SM 407-3 2 27.522 0.1765 0.8311 5380 260.000 (4) Powerwave 7745.00 w/ Pipe

Mount

2 28.222 0.1809 0.9768 3579

240.000 (2) CSA PCSA065-16-0 2 28.201 0.2085 0.9756 5184 236.667 Guy 2 28.211 0.2013 0.9919 6469




Page

31 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft

220.000 741 989 w/Mount Pipe 2 28.226 0.2336 1.1078 3343 176.667 Guy 2 24.526 0.5492 0.9775 6555

116.667 Guy 2 17.617 0.4936 0.9190 4637 56.667 Guy 2 11.008 0.7174 0.5827 15246

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.

T1 286.667 (A)

(606)

3/4 EHS 5.830 58.300 22.902 34.980 1.000 1.527

286.667 (A)

(607)

3/4 EHS 5.830 58.300 23.724 34.980 1.000 1.474

286.667 (B)

(602)

3/4 EHS 5.830 58.300 23.687 34.980 1.000 1.477

286.667 (B) (603)

3/4 EHS 5.830 58.300 23.212 34.980 1.000 1.507

286.667 (C) (598)

3/4 EHS 5.830 58.300 23.435 34.980 1.000 1.493

286.667 (C)

(599)

3/4 EHS 5.830 58.300 23.055 34.980 1.000 1.517

T4 236.667 (A)

(618)

3/4 EHS 5.830 58.300 25.674 34.980 1.000 1.362

236.667 (A)

(619)

3/4 EHS 5.830 58.300 26.847 34.980 1.000 1.303

236.667 (B) (614)

3/4 EHS 5.830 58.300 25.756 34.980 1.000 1.358

236.667 (B) (615)

3/4 EHS 5.830 58.300 25.023 34.980 1.000 1.398

236.667 (C)

(610)

3/4 EHS 5.830 58.300 25.818 34.980 1.000 1.355

236.667 (C)

(611)

3/4 EHS 5.830 58.300 25.443 34.980 1.000 1.375

T7 176.667 (A)

(624)

3/4 EHS 5.830 58.300 27.129 34.980 1.000 1.289

176.667 (B) (623)

3/4 EHS 5.830 58.300 26.478 34.980 1.000 1.321

176.667 (C) (622)

3/4 EHS 5.830 58.300 26.770 34.980 1.000 1.307

T13 116.667 (A)

(627)

3/4 EHS 5.830 58.300 24.330 34.980 1.000 1.438

116.667 (B)

(626)

3/4 EHS 5.830 58.300 23.877 34.980 1.000 1.465

116.667 (C)

(625)

3/4 EHS 5.830 58.300 24.130 34.980 1.000 1.450

T16 56.667 (A) (630)

9/16 EHS 3.500 35.000 12.892 21.000 1.000 1.629

56.667 (B) (629)

9/16 EHS 3.500 35.000 12.335 21.000 1.000 1.702

56.667 (C)

(628)

9/16 EHS 3.500 35.000 12.441 21.000 1.000 1.688




Page

32 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Compression Checks

Leg Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Mast

Stability Index

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 280 1 3/4 20.000 3.333 91.4 K=1.00

2.4053 1.00 -43.415 58.740 0.739 1

T2 280 - 260 2 20.000 3.333 80.0

K=1.00

3.1416 1.00 -45.808 88.539 0.517 1

T3 260 - 240 2 20.000 3.333 80.0

K=1.00 3.1416 1.00 -45.799 88.539 0.517 1

T4 240 - 220 2 20.000 3.333 80.0

K=1.00

3.1416 1.00 -72.433 88.539 0.818 1

T5 220 - 200 2 20.000 3.333 80.0

K=1.00

3.1416 1.00 -79.574 88.539 0.899 1

T6 200 - 180 2 20.000 3.333 80.0

K=1.00 3.1416 1.00 -71.067 88.539 0.803 1

T7 180 - 160 2 1/4 20.000 3.333 71.1

K=1.00

3.9761 1.00 -75.034 123.621 0.607 1

T8 160 - 140 2 1/4 20.000 3.333 71.1

K=1.00 3.9761 1.00 -67.427 123.621 0.545 1

T9 140 - 133.333 2 1/4 6.667 3.333 71.1

K=1.00

3.9761 1.00 -63.752 123.621 0.516 1

T10 133.333 -

126.667

2 1/4 6.667 3.333 71.1

K=1.00

3.9761 1.00 -74.681 123.621 0.604 1

T11 126.667 -

123.333 2 1/4 3.333 3.333 71.1

K=1.00 3.9761 1.00 -82.632 123.621 0.668 1

T12 123.333 - 120 2 1/4 3.333 3.333 71.1

K=1.00

3.9761 1.00 -91.175 123.621 0.738 1

T13 120 - 100 2 1/2 20.000 3.333 64.0

K=1.00 4.9087 1.00 -102.326 163.725 0.625 1

T14 100 - 80 2 1/2 20.000 3.333 64.0

K=1.00

4.9087 1.00 -89.368 163.725 0.546 1

T15 80 - 60 2 1/2 20.000 3.333 64.0

K=1.00

4.9087 1.00 -90.337 163.725 0.552 1

T16 60 - 40 2 1/2 20.000 3.333 64.0

K=1.00

4.9087 1.00 -96.157 163.725 0.587 1

T17 40 - 20 2 1/2 20.000 3.333 64.0

K=1.00

4.9087 1.00 -99.334 163.725 0.607 1

T18 20 - 6.7 2 1/2 13.300 3.325 63.8

K=1.00 4.9087 1.00 -93.756 163.971 0.572 1

T19 6.7 - 0 2 1/2 6.920 1.730 33.2

K=1.00

4.9087 0.95 -83.837 194.302 0.431 1

1 P u / Pn controls

Diagonal Design Data (Compression) Reviewed For Code Compliance



Page

33 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 280 1 1/4 4.485 4.267 114.7 K=0.70

1.2272 -9.628 19.895 0.484 1

T2 280 - 260 1 1/4 4.485 4.235 113.8

K=0.70

1.2272 -7.666 20.096 0.381 1

T3 260 - 240 1 1/4 4.485 4.235 113.8

K=0.70

1.2272 -8.084 20.096 0.402 1

T4 240 - 220 1 1/4 4.485 4.235 113.8

K=0.70 1.2272 -15.447 20.096 0.769 1

T5 220 - 200 1 4.485 4.235 142.3

K=0.70

0.7854 -4.188 8.761 0.478 1

T6 200 - 180 1 1/4 4.485 4.235 113.8

K=0.70 1.2272 -9.891 20.096 0.492 1

T7 180 - 160 1 1/4 4.485 4.204 113.0

K=0.70

1.2272 -10.382 20.298 0.511 1

T8 160 - 140 1 4.485 4.204 141.3

K=0.70

0.7854 -3.610 8.891 0.406 1

T9 140 - 133.333 1 4.485 4.204 141.3

K=0.70 0.7854 -5.284 8.891 0.594 1

T10 133.333 -

126.667

1 4.485 4.204 141.3

K=0.70

0.7854 -6.885 8.891 0.774 1

T11 126.667 -

123.333 1 4.485 4.204 141.3

K=0.70 0.7854 -7.339 8.891 0.825 1

T12 123.333 - 120 1 w/ L2x2x1/4 4.485 4.204 93.7

K=0.70

1.7854 -8.424 36.440 0.231 1

T13 120 - 100 1 1/4 4.485 4.173 112.2

K=0.70

1.2272 -9.621 20.501 0.469 1

T14 100 - 80 1 4.485 4.173 140.2

K=0.70 0.7854 -6.164 9.025 0.683 1

T15 80 - 60 1 4.485 4.173 140.2

K=0.70

0.7854 -4.728 9.025 0.524 1

T16 60 - 40 1 4.485 4.173 140.2

K=0.70

0.7854 -6.077 9.025 0.673 1

T17 40 - 20 1 4.485 4.173 140.2

K=0.70 0.7854 -3.542 9.025 0.392 1

T18 20 - 6.7 1 1/4 4.478 4.167 112.0

K=0.70

1.2272 -5.503 20.538 0.268 1

1 P u / Pn controls

Horizontal 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 - 280 7/8 3.000 2.854 109.6

K=0.70

0.6013 -0.752 10.352 0.073 1

T2 280 - 260 7/8 3.000 2.854 109.6

K=0.70

0.6013 -0.975 10.352 0.094 1

T3 260 - 240 7/8 3.000 2.833 108.8 0.6013 -3.075 10.447 0.294 1 Reviewed For Code Compliance



Page

34 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

K=0.70

T4 240 - 220 7/8 3.000 2.833 108.8

K=0.70

0.6013 -2.771 10.447 0.265 1

T5 220 - 200 7/8 3.000 2.833 108.8

K=0.70 0.6013 -2.009 10.447 0.192 1

T6 200 - 180 7/8 3.000 2.833 108.8

K=0.70

0.6013 -1.378 10.447 0.132 1

T7 180 - 160 7/8 3.000 2.833 108.8

K=0.70

0.6013 -1.300 10.447 0.124 1

T8 160 - 140 7/8 3.000 2.813 108.0

K=0.70 0.6013 -1.300 10.543 0.123 1

T9 140 - 133.333 7/8 3.000 2.813 108.0

K=0.70

0.6013 -1.168 10.543 0.111 1

T10 133.333 -

126.667 7/8 3.000 2.813 108.0

K=0.70 0.6013 -1.294 10.543 0.123 1

T11 126.667 -

123.333

7/8 3.000 2.813 108.0

K=0.70

0.6013 -1.608 10.543 0.153 1

T12 123.333 - 120 7/8 3.000 2.813 108.0

K=0.70

0.6013 -1.774 10.543 0.168 1

T13 120 - 100 7/8 3.000 2.813 108.0

K=0.70 0.6013 -1.774 10.543 0.168 1

T14 100 - 80 7/8 3.000 2.792 107.2

K=0.70

0.6013 -1.772 10.639 0.167 1

T15 80 - 60 7/8 3.000 2.792 107.2

K=0.70 0.6013 -1.565 10.639 0.147 1

T16 60 - 40 7/8 3.000 2.792 107.2

K=0.70

0.6013 -1.665 10.639 0.157 1

T17 40 - 20 7/8 3.000 2.792 107.2

K=0.70

0.6013 -1.721 10.639 0.162 1

T18 20 - 6.7 7/8 3.000 2.792 107.2

K=0.70 0.6013 -1.721 10.639 0.162 1

T19 6.7 - 0 8x3/8 1.500 1.292 143.2

K=1.00

3.0000 -0.036 33.058 0.001 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 - 280 7/8 3.000 2.854 109.6 K=0.70

0.6013 -3.389 10.352 0.327 1

1 P u / Pn controls




Page

35 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

T1 300 - 280 L2x2x1/4 3.000 2.854 87.6 K=1.00

0.9380 -11.773 24.086 0.489 1

T4 240 - 220 L2x2x3/8 3.000 2.833 87.4

K=1.00

1.3600 -17.184 35.008 0.491 1

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

T1 300 - 280 L2x2x1/4 0.000 2.344 0.000 0.000 1.210 0.000 T4 240 - 220 L2x2x3/8 0.000 3.301 0.000 0.000 1.786 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

T1 300 - 280 L2x2x1/4 0.489 0.000 0.000 0.489 1

1.000 4.8.1

T4 240 - 220 L2x2x3/8 0.491 0.000 0.000 0.491 1

1.000 4.8.1

1 P u / Pn controls

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

T1 300 - 280 (600) C15x33.9 3.000 2.927 38.9

K=1.00

9.9600 -3.436 298.049 0.012

T1 300 - 280 (601) C15x33.9 3.000 2.927 38.9

K=1.00

9.9600 -3.743 298.049 0.013

T1 300 - 280 (604) C15x33.9 3.000 2.927 38.9 K=1.00

9.9600 -3.040 298.049 0.010

T1 300 - 280 (605) C15x33.9 3.000 2.927 38.9 K=1.00

9.9600 -3.609 298.049 0.012

T1 300 - 280 (608) C15x33.9 3.000 2.927 38.9

K=1.00

9.9600 -3.048 298.049 0.010

T1 300 - 280 (609) C15x33.9 3.000 2.927 38.9 9.9600 -2.823 298.049 0.009 Reviewed For Code Compliance



Page

36 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

K=1.00

T4 240 - 220 (612) C15x33.9 3.000 2.917 38.7 K=1.00

9.9600 -6.723 298.217 0.023

T4 240 - 220 (613) C15x33.9 3.000 2.917 38.7

K=1.00

9.9600 -8.452 298.217 0.028

T4 240 - 220 (616) C15x33.9 3.000 2.917 38.7

K=1.00

9.9600 -6.044 298.217 0.020

T4 240 - 220 (617) C15x33.9 3.000 2.917 38.7

K=1.00

9.9600 -5.681 298.217 0.019

T4 240 - 220 (620) C15x33.9 3.000 2.917 38.7 K=1.00

9.9600 -5.118 298.217 0.017

T4 240 - 220 (621) C15x33.9 3.000 2.917 38.7 K=1.00

9.9600 -5.529 298.217 0.019

Torque-Arm Top 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

T1 300 - 280 (600) C15x33.9 -54.345 113.400 0.479 -0.000 16.821 0.000

T1 300 - 280 (601) C15x33.9 -54.526 113.400 0.481 0.000 16.821 0.000

T1 300 - 280 (604) C15x33.9 -54.479 113.400 0.480 -0.000 16.821 0.000

T1 300 - 280 (605) C15x33.9 -54.885 113.400 0.484 -0.000 16.821 0.000

T1 300 - 280 (608) C15x33.9 -54.996 113.400 0.485 -0.000 16.821 0.000 T1 300 - 280 (609) C15x33.9 -54.407 113.400 0.480 0.000 16.821 0.000

T4 240 - 220 (612) C15x33.9 -55.827 113.400 0.492 0.000 16.821 0.000

T4 240 - 220 (613) C15x33.9 -54.004 113.400 0.476 0.000 16.821 0.000 T4 240 - 220 (616) C15x33.9 -53.909 113.400 0.475 -0.000 16.821 0.000

T4 240 - 220 (617) C15x33.9 -54.324 113.400 0.479 -0.000 16.821 0.000 T4 240 - 220 (620) C15x33.9 -53.782 113.400 0.474 -0.000 16.821 0.000

T4 240 - 220 (621) C15x33.9 -55.975 113.400 0.494 0.000 16.821 0.000

Torque-Arm Top Interaction Design Data

Section

No.

Elevation

ft

Size

Ratio

Pu

Pn

Ratio

Mux

Mnx

Ratio

Muy

Mny

Comb.

Stress

Ratio

Allow.

Stress

Ratio

Criteria

T1 300 - 280 (600) C15x33.9 0.012 0.479 0.000 0.485

1.000 4.8.1

T1 300 - 280 (601) C15x33.9 0.013 0.481 0.000 0.487

1.000 4.8.1

T1 300 - 280 (604) C15x33.9 0.010 0.480 0.000 0.486

1.000 4.8.1

T1 300 - 280 (605) C15x33.9 0.012 0.484 0.000 0.490

1.000 4.8.1

T1 300 - 280 (608) C15x33.9 0.010 0.485 0.000 0.490

1.000 4.8.1

T1 300 - 280 (609) C15x33.9 0.009 0.480 0.000 0.485

1.000 4.8.1

T4 240 - 220 (612) C15x33.9 0.023 0.492 0.000 0.504 1.000 4.8.1




Page

37 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section No.

Elevation

ft

Size

Ratio

Pu

Pn

Ratio

Mux

Mnx

Ratio

Muy

Mny

Comb. Stress

Ratio

Allow. Stress

Ratio

Criteria

T4 240 - 220 (613) C15x33.9 0.028 0.476 0.000 0.490

1.000 4.8.1

T4 240 - 220 (616) C15x33.9 0.020 0.475 0.000 0.486

1.000 4.8.1

T4 240 - 220 (617) C15x33.9 0.019 0.479 0.000 0.489

1.000 4.8.1

T4 240 - 220 (620) C15x33.9 0.017 0.474 0.000 0.483

1.000 4.8.1

T4 240 - 220 (621) C15x33.9 0.019 0.494 0.000 0.503

1.000 4.8.1

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 - 280 1 3/4 20.000 3.333 91.4 2.4053 36.571 108.238 0.338 1

T2 280 - 260 2 20.000 3.333 80.0 3.1416 4.514 141.372 0.032 1

T3 260 - 240 2 20.000 3.333 80.0 3.1416 3.881 141.372 0.027 1

T4 240 - 220 2 20.000 3.333 80.0 3.1416 7.009 141.372 0.050 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 - 280 1 1/4 4.485 4.267 163.8 1.2272 9.655 39.761 0.243 1

T2 280 - 260 1 1/4 4.485 4.235 162.6 1.2272 7.062 39.761 0.178 1

T3 260 - 240 1 1/4 4.485 4.235 162.6 1.2272 7.689 39.761 0.193 1

T4 240 - 220 1 1/4 4.485 4.235 162.6 1.2272 14.956 39.761 0.376 1

T5 220 - 200 1 4.485 4.235 203.3 0.7854 3.223 25.447 0.127 1




Page

38 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T6 200 - 180 1 1/4 4.485 4.235 162.6 1.2272 8.861 39.761 0.223 1

T7 180 - 160 1 1/4 4.485 4.204 161.4 1.2272 9.690 39.761 0.244 1

T8 160 - 140 1 4.485 4.204 201.8 0.7854 2.190 25.447 0.086 1

T9 140 - 133.333 1 4.485 4.204 201.8 0.7854 3.855 25.447 0.151 1

T10 133.333 -

126.667 1 4.485 4.204 201.8 0.7854 5.446 25.447 0.214 1

T11 126.667 -

123.333

1 4.485 4.204 201.8 0.7854 6.305 25.447 0.248 1

T12 123.333 - 120 1 w/ L2x2x1/4 4.485 4.204 133.8 1.7854 6.968 57.847 0.120 1

T13 120 - 100 1 1/4 4.485 4.173 160.2 1.2272 7.972 39.761 0.201 1

T14 100 - 80 1 4.485 4.173 200.3 0.7854 4.624 25.447 0.182 1

T15 80 - 60 1 4.485 4.173 200.3 0.7854 2.937 25.447 0.115 1

T16 60 - 40 1 4.485 4.173 200.3 0.7854 4.227 25.447 0.166 1

T17 40 - 20 1 4.485 4.173 200.3 0.7854 1.416 25.447 0.056 1

T18 20 - 6.7 1 1/4 4.478 4.167 160.0 1.2272 3.651 39.761 0.092 1

1 P u / Pn controls

Horizontal 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 - 280 7/8 3.000 2.854 156.6 0.6013 0.752 19.483 0.039 1

T2 280 - 260 7/8 3.000 2.854 156.6 0.6013 1.217 19.483 0.062 1

T3 260 - 240 7/8 3.000 2.833 155.4 0.6013 3.336 19.483 0.171 1

T4 240 - 220 7/8 3.000 2.833 155.4 0.6013 3.096 19.483 0.159 1

T5 220 - 200 7/8 3.000 2.833 155.4 0.6013 2.434 19.483 0.125 1

T6 200 - 180 7/8 3.000 2.833 155.4 0.6013 1.378 19.483 0.071 1

T7 180 - 160 7/8 3.000 2.833 155.4 0.6013 1.300 19.483 0.067 1

T8 160 - 140 7/8 3.000 2.813 154.3 0.6013 1.300 19.483 0.067 1




Page

39 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T9 140 - 133.333 7/8 3.000 2.813 154.3 0.6013 1.168 19.483 0.060 1

T10 133.333 -

126.667 7/8 3.000 2.813 154.3 0.6013 1.294 19.483 0.066 1

T11 126.667 -

123.333

7/8 3.000 2.813 154.3 0.6013 1.608 19.483 0.083 1

T12 123.333 - 120 7/8 3.000 2.813 154.3 0.6013 1.774 19.483 0.091 1

T13 120 - 100 7/8 3.000 2.813 154.3 0.6013 1.774 19.483 0.091 1

T14 100 - 80 7/8 3.000 2.792 153.1 0.6013 1.772 19.483 0.091 1

T15 80 - 60 7/8 3.000 2.792 153.1 0.6013 1.565 19.483 0.080 1

T16 60 - 40 7/8 3.000 2.792 153.1 0.6013 1.665 19.483 0.085 1

T17 40 - 20 7/8 3.000 2.792 153.1 0.6013 1.721 19.483 0.088 1

T18 20 - 6.7 7/8 3.000 2.792 153.1 0.6013 1.721 19.483 0.088 1

T19 6.7 - 0 8x3/8 3.000 2.792 309.5 3.0000 12.507 97.200 0.129 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 - 280 7/8 3.000 2.854 156.6 0.6013 3.400 19.483 0.175 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

T1 300 - 280 L2x2x1/4 3.000 2.854 56.2 0.7035 12.028 34.296 0.351 1

T4 240 - 220 L2x2x3/8 3.000 2.833 57.2 1.0200 17.762 49.725 0.357 1 T7 180 - 160 3x3/8 3.000 2.813 311.8 0.8438 12.910 41.133 0.314 1

T13 120 - 100 3x3/8 3.000 2.792 309.5 0.8438 13.008 41.133 0.316 1 T16 60 - 40 3x3/8 3.000 2.792 309.5 0.8438 7.619 41.133 0.185 1




Page

40 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

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

T1 300 - 280 L2x2x1/4 0.000 2.344 0.000 0.000 1.210 0.000 T4 240 - 220 L2x2x3/8 0.000 3.301 0.000 0.000 1.786 0.000

T7 180 - 160 3x3/8 0.000 3.164 0.000 0.000 0.396 0.000

T13 120 - 100 3x3/8 0.000 3.164 0.000 0.000 0.396 0.000 T16 60 - 40 3x3/8 0.000 3.164 0.000 0.000 0.396 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

T1 300 - 280 L2x2x1/4 0.351 0.000 0.000 0.351 1

1.000 4.8.1

T4 240 - 220 L2x2x3/8 0.357 0.000 0.000 0.357 1

1.000 4.8.1

T7 180 - 160 3x3/8 0.314 0.000 0.000 0.314 1

1.000 4.8.1

T13 120 - 100 3x3/8 0.316 0.000 0.000 0.316 1

1.000 4.8.1

T16 60 - 40 3x3/8 0.185 0.000 0.000 0.185 1

1.000 4.8.1

1 P u / Pn controls

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

T1 300 - 280 (600) C15x33.9 3.000 2.927 38.9 9.9600 0.940 322.704 0.003 T1 300 - 280 (601) C15x33.9 3.000 2.927 38.9 9.9600 0.502 322.704 0.002

T1 300 - 280 (604) C15x33.9 3.000 2.927 38.9 9.9600 1.405 322.704 0.004

T1 300 - 280 (605) C15x33.9 3.000 2.927 38.9 9.9600 0.425 322.704 0.001 T1 300 - 280 (608) C15x33.9 3.000 2.927 38.9 9.9600 0.972 322.704 0.003

T1 300 - 280 (609) C15x33.9 3.000 2.927 38.9 9.9600 1.418 322.704 0.004 T4 240 - 220 (612) C15x33.9 3.000 2.917 38.7 9.9600 6.922 322.704 0.021

T4 240 - 220 (613) C15x33.9 3.000 2.917 38.7 9.9600 0.650 322.704 0.002

T4 240 - 220 (616) C15x33.9 3.000 2.917 38.7 9.9600 7.316 322.704 0.023 T4 240 - 220 (617) C15x33.9 3.000 2.917 38.7 9.9600 0.638 322.704 0.002

T4 240 - 220 (620) C15x33.9 3.000 2.917 38.7 9.9600 0.582 322.704 0.002 T4 240 - 220 (621) C15x33.9 3.000 2.917 38.7 9.9600 0.715 322.704 0.002




Page

41 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Torque-Arm Top 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

T1 300 - 280 (600) C15x33.9 -52.477 113.400 0.463 -0.000 16.821 0.000

T1 300 - 280 (601) C15x33.9 -52.180 113.400 0.460 0.000 16.821 0.000

T1 300 - 280 (604) C15x33.9 -52.300 113.400 0.461 -0.000 16.821 0.000

T1 300 - 280 (605) C15x33.9 -52.231 113.400 0.461 -0.000 16.821 0.000

T1 300 - 280 (608) C15x33.9 -52.910 113.400 0.467 0.000 16.821 0.000 T1 300 - 280 (609) C15x33.9 -52.232 113.400 0.461 0.000 16.821 0.000

T4 240 - 220 (612) C15x33.9 -43.108 113.400 0.380 -0.000 16.821 0.000 T4 240 - 220 (613) C15x33.9 -52.665 113.400 0.464 0.000 16.821 0.000

T4 240 - 220 (616) C15x33.9 -44.812 113.400 0.395 -0.000 16.821 0.000

T4 240 - 220 (617) C15x33.9 -54.057 113.400 0.477 -0.000 16.821 0.000 T4 240 - 220 (620) C15x33.9 -52.473 113.400 0.463 0.000 16.821 0.000

T4 240 - 220 (621) C15x33.9 -54.327 113.400 0.479 0.000 16.821 0.000

Torque-Arm Top Interaction Design Data

Section

No.

Elevation

ft

Size

Ratio

Pu

Pn

Ratio

Mux

Mnx

Ratio

Muy

Mny

Comb.

Stress Ratio

Allow.

Stress Ratio

Criteria

T1 300 - 280 (600) C15x33.9 0.003 0.463 0.000 0.464

1.000 4.8.1

T1 300 - 280 (601) C15x33.9 0.002 0.460 0.000 0.461

1.000 4.8.1

T1 300 - 280 (604) C15x33.9 0.004 0.461 0.000 0.463

1.000 4.8.1

T1 300 - 280 (605) C15x33.9 0.001 0.461 0.000 0.461

1.000 4.8.1

T1 300 - 280 (608) C15x33.9 0.003 0.467 0.000 0.468

1.000 4.8.1

T1 300 - 280 (609) C15x33.9 0.004 0.461 0.000 0.463

1.000 4.8.1

T4 240 - 220 (612) C15x33.9 0.021 0.380 0.000 0.391

1.000 4.8.1

T4 240 - 220 (613) C15x33.9 0.002 0.464 0.000 0.465

1.000 4.8.1

T4 240 - 220 (616) C15x33.9 0.023 0.395 0.000 0.407

1.000 4.8.1

T4 240 - 220 (617) C15x33.9 0.002 0.477 0.000 0.478

1.000 4.8.1

T4 240 - 220 (620) C15x33.9 0.002 0.463 0.000 0.464

1.000 4.8.1

T4 240 - 220 (621) C15x33.9 0.002 0.479 0.000 0.480

1.000 4.8.1

Section Capacity Table Reviewed For Code Compliance



Page

42 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section

No.

Elevation

ft

Component

Type

Size Critical

Element

P

K

øPallow

K

%

Capacity

Pass

Fail

T1 300 - 280 Leg 1 3/4 2 -43.415 58.740 73.9 Pass T2 280 - 260 Leg 2 42 -45.808 88.539 51.7 Pass

T3 260 - 240 Leg 2 81 -45.799 88.539 51.7 Pass

T4 240 - 220 Leg 2 118 -72.433 88.539 81.8 Pass T5 220 - 200 Leg 2 157 -79.574 88.539 89.9 Pass

T6 200 - 180 Leg 2 196 -71.067 88.539 80.3 Pass T7 180 - 160 Leg 2 1/4 236 -75.034 123.621 60.7 Pass

T8 160 - 140 Leg 2 1/4 275 -67.427 123.621 54.5 Pass

T9 140 - 133.333 Leg 2 1/4 313 -63.752 123.621 51.6 Pass T10 133.333 -

126.667

Leg 2 1/4 329 -74.681 123.621 60.4 Pass

T11 126.667 -

123.333

Leg 2 1/4 345 -82.632 123.621 66.8 Pass

T12 123.333 - 120 Leg 2 1/4 354 -91.175 123.621 73.8 Pass T13 120 - 100 Leg 2 1/2 363 -102.326 163.725 62.5 Pass

T14 100 - 80 Leg 2 1/2 402 -89.368 163.725 54.6 Pass T15 80 - 60 Leg 2 1/2 440 -90.337 163.725 55.2 Pass

T16 60 - 40 Leg 2 1/2 480 -96.157 163.725 58.7 Pass

T17 40 - 20 Leg 2 1/2 518 -99.334 163.725 60.7 Pass T18 20 - 6.7 Leg 2 1/2 556 -93.756 163.971 57.2 Pass

T19 6.7 - 0 Leg 2 1/2 584 -83.837 194.302 43.1 Pass T1 300 - 280 Diagonal 1 1/4 21 -9.628 19.895 48.4 Pass

T2 280 - 260 Diagonal 1 1/4 76 -7.666 20.096 38.1 Pass

T3 260 - 240 Diagonal 1 1/4 87 -8.084 20.096 40.2 Pass T4 240 - 220 Diagonal 1 1/4 156 -15.447 20.096 76.9 Pass

T5 220 - 200 Diagonal 1 165 -4.188 8.761 47.8 Pass

T6 200 - 180 Diagonal 1 1/4 204 -9.891 20.096 49.2 Pass

T7 180 - 160 Diagonal 1 1/4 273 -10.382 20.298 51.1 Pass

T8 160 - 140 Diagonal 1 282 -3.610 8.891 40.6 Pass T9 140 - 133.333 Diagonal 1 321 -5.284 8.891 59.4 Pass

T10 133.333 - 126.667

Diagonal 1 336 -6.885 8.891 77.4 Pass

T11 126.667 -

123.333

Diagonal 1 351 -7.339 8.891 82.5 Pass

T12 123.333 - 120 Diagonal 1 w/ L2x2x1/4 360 -8.424 36.440 23.1 Pass

T13 120 - 100 Diagonal 1 1/4 392 -9.621 20.501 46.9 Pass T14 100 - 80 Diagonal 1 437 -6.164 9.025 68.3 Pass

T15 80 - 60 Diagonal 1 447 -4.728 9.025 52.4 Pass

T16 60 - 40 Diagonal 1 509 -6.077 9.025 67.3 Pass T17 40 - 20 Diagonal 1 525 -3.542 9.025 39.2 Pass

T18 20 - 6.7 Diagonal 1 1/4 564 -5.503 20.538 26.8 Pass T1 300 - 280 Horizontal 7/8 10 -0.752 10.352 7.3 Pass

T2 280 - 260 Horizontal 7/8 44 -0.975 10.352 9.4 Pass



T5 220 - 200 Horizontal 7/8 162 -2.009 10.447 19.2 Pass T6 200 - 180 Horizontal 7/8 199 -1.378 10.447 13.2 Pass


T8 160 - 140 Horizontal 7/8 278 -1.300 10.543 12.3 Pass T9 140 - 133.333 Horizontal 7/8 316 -1.168 10.543 11.1 Pass

T10 133.333 - 126.667

Horizontal 7/8 331 -1.294 10.543 12.3 Pass

T11 126.667 -

123.333

Horizontal 7/8 348 -1.608 10.543 15.3 Pass

T12 123.333 - 120 Horizontal 7/8 356 -1.774 10.543 16.8 Pass







Page

43 of 43

Bennett & Pless

550 River Drive

Project


Date

14:15:52 01/31/17


Phone: 605-540-4621 FAX: 678-990-8701

Client


Chunhui Song

Section

No.

Elevation ft

Component Type

Size Critical Element

P K

øPallow

K %

Capacity Pass Fail

T18 20 - 6.7 Horizontal 7/8 559 -1.721 10.639 16.2 Pass

T19 6.7 - 0 Horizontal 8x3/8 586 12.507 97.200 12.9 Pass T1 300 - 280 Top Girt 7/8 6 -3.389 10.352 32.7 Pass

T1 300 - 280 Guy [email protected] 3/4 607 23.724 34.980 67.8 Pass

T4 240 - 220 Guy [email protected] 3/4 619 26.847 34.980 76.7 Pass T7 180 - 160 Guy [email protected] 3/4 624 27.129 34.980 77.6 Pass








T1 300 - 280 Top Guy

[email protected]

L2x2x1/4 18 -11.773 24.086 48.9 Pass

T4 240 - 220 Top Guy

[email protected]

L2x2x3/8 151 -17.184 35.008 49.1 Pass

T7 180 - 160 Top Guy

[email protected]

3x3/8 270 12.910 41.133 31.4 Pass

T13 120 - 100 Top Guy [email protected]

3x3/8 396 13.008 41.133 31.6 Pass

T16 60 - 40 Top Guy

[email protected]

3x3/8 513 7.619 41.133 18.5 Pass

T1 300 - 280 Torque Arm

[email protected]

C15x33.9 608 -3.048 298.049 49.0 Pass

T4 240 - 220 Torque Arm

[email protected]

C15x33.9 612 -6.723 298.217 50.4 Pass

Summary

Leg (T5) 89.9 Pass

Diagonal (T11)

82.5 Pass

Horizontal (T3)

29.4 Pass

Top Girt

(T1)

32.7 Pass

Guy A (T7) 77.6 Pass

Guy B (T7) 75.7 Pass Guy C (T7) 76.5 Pass

Top Guy

Pull-Off

(T4)

49.1 Pass

Torque Arm Top (T4)

50.4 Pass

RATING = 89.9 Pass

Program Version 7.0.7.0 - 7/18/2016 File:C:/Egnyte/Shared/Projects/2017/17000 - 17299 - GA/17003.xxx - Blue Sky/17003.002 - NC-5011 Lockwood

Folly/US-NC-5011_Lockwood Folly_SA_020117.eri


PROJECT No: ENG:

PROJECT NAME: CHK:

DATE: PAGE:

TIA-222-G

TOWER BASE CHECKS - GUYED TOWER

Tower Reactions Factored Loads % Capacity Column

TIA-G Download 222.00 kips Bearing Capacity 345.60 kips pass 64.2% Rebar

EIA-F Horizontal 2.00 kips Horizontal Capacity 9.63 kips pass 20.8% PCA COL

Overturning Check (qmax) 1.99 ksf Overturning Capacity 2.40 ksf pass 82.7% [GOVERNS] 222.0 kips

Punching Shear Check 200.74 kips 2-way Capacity 426.53 kips pass 47.1%

Flexural Shear Check 65.42 kips 1-way Capacity 172.29 kips pass 38.0% 4.0 k-ft

Pier Rebar Required (minimum only, use PCACOL for total quantity) ( 8 ) #7 @ 12.00 in **MINIMUM** >>>>>>>>>>>>>>>>>>>>

Mat Rebar Required (checked rebar for 6" min to 24" max spacing) ( 7 ) #7 @ 23.00 in SF=2.42

Soil Parameters Soils Report Foundation Geometry FDN Dwgs

f 29 ° B (width) 12.00 ft

water level 10.00 ft (3.05 m) T (thickness) 1.50 ftSoil Dry Density (g dry) 0.110 kcf (17.3 kN/m

3) L (length) 12.00 ft

Soil Sub Density (g sub) 0.050 kcf (7.85 kN/m3) D (depth to bottom surface) 3.00 ft

Passive earth coefficient 2.882 f (pier diameter) 2.50 ft

Allowable bearing pressure 2.000 ksf (95.8 kPa) Check if Square Pier

Concrete parameters Volume of concrete 228.5 cuft (8.5 cuyd)

f'c = 3.000 ksi (20.7 MPa) Mat d (dry) 1.50 ft 216.00Dry Density (g dry) 0.150 kcf d (sub) 0.00 ft 0.00

Sub Density (g sub) 0.087 kcf Pier d (above) 0.50 ft 3.13

d (dry) 1.50 ft 9.38

Passive Earth pressure resistance d (sub) 0.00 ft 0.00

press. - top of concrete 0.48 -- ksf Depth of Soil

press. - bottom of concr. 0.95 -- ksf d (overall) 1.50 2.D.Tanf Area

Total resistance = 12.84 -- kips d (dry) 1.50 1.663 186.68

Horizontal resistance = 9.63 -- kips d (submerged) 0.00 0.000 144.00(x 0.75, Cl 9.4.1) Volume of Soil 144.00

Bearing capacity Vol (total) 237.9 ft3

Frustum

contact area = 144.00 -- ft² Vol (dry) 237.9 ft3

Volume

allowable net pressure = 2.000 -- ksf Vol (submerged) 0.0 ft3

Method

Download resistance = 345.60 -- kips(2 • 0.60, Cl 9.4) Concrete Reinforcing (Already Factored Loads)

Overturning - Bearing f'c 3.00 ksi

Moment = Shear x Arm 5.000 -- k-ft fy 60 ksi PIER

ORTHO qmax = P/A + M/S (S=b³/6) 1.979 -- ksf Steel (Metric/ASTM) ASTM ASTM

DIAG qmax = P/A + M/S (S=b³/6√2) 1.986 -- ksf Bar size 7 # 7(not factored) Bar area 0.600 in² 0.600

Check for 2-Way Shear d=14.563'' Wgt of Rebar

Shear Area (bo x d) = 18.03 -- ft² Slab Reinforcing Download 657

Factored bearing stress = 1.542 -- ksf w 1.54 ksf lbs

Factored shear force = 200.74 -- kips lv 4.8 ft

Factored shear resistance 426.5 -- kips Mu = ½ wL• lv² 208.7 kip-ft

Check for 2-way shear Pass -- Ku 77.2975

r 0.00145

Check for 1-Way Shear d=14.563'' r min ≥ 0.0018 0.00180

Shear Area (b x d) = 14.56 -- ft² 4/3•r if r < r min 0.00194

Factored bearing stress = 1.542 -- ksf As Required 4.1888 in²

Factored shear force = 65.42 -- kips Number of bars 7 bars

Factored shear resistance 172.3 -- kips spacing = 23.00 in

Check for 2-way shear Pass --

CS

JB

17003.002

US-NC-5011 Lockwood Folly

BlueSky

Max. Pier

Moment @ 2.0

ft

choose larger

of r

or r min

February 1, 2017

Factored Resistance

of

5 FDNS - Foundation Mat and Pier GT.xls 2/1/2017


PROJECT No: ENG:

PROJECT NAME: CHK:

DATE: PAGE:

TIA-222-G

GUY ANCHOR - DEADMAN CHECKS

Tower Reactions Factored Loads Factored Resistance % Capacity SF=2.61

TIA-G Uplift 99.00 kips Uplift Capacity 129.20 kips pass 76.6% [GOVERNS]

EIA-F Horizontal 124.00 kips Horizontal Capacity 189.97 kips pass 65.3%

Uplift (top face) Horizontal (front face)

Rebar Required (checked rebar for 6" min to 24" max spacing) Rebar to close Rebar to close

Soil Parameters Soils Report Dead-man geometry Dwgs

φ 29 ° B (width) 4.50 ft

Water Level 5.00 ft (1.52 m) T (thickness / height) 4.50 ft

Soil Dry Density (γ dry) 0.110 kcf (17.3 kN/m3) L (length) 36.00 ft

Soil Sub Density (γ sub) 0.050 kcf (7.85 kN/m3) D (depth to bottom surface) 8.00 ft

Passive Earth Coef. (Kp) 2.882

Concrete parameters Volume of concrete 729.0 cuft (27.0 cuyd)

f'c = 3.000 ksi (20.7 MPa) d (dry) 1.50 ft 243.00

Dry Density (γ dry) 0.150 kcf d (submerged) 3.00 ft 486.00

Sub Density (γ sub) 0.087 kcf Depth of Soil

d (overall) 3.50 2.D.Tanφ Area

Uplift resistance Factored Allowable d (dry) 3.50 3.880 334.20

Dry weight of concrete 36.45 -- kips d (submerged) 0.00 0.000 162.00

Subm. weight of concrete 42.28 -- kips Volume of Soil 162.00

Total weight of concrete = 78.73 -- kips Vol (total) = 850.4 ft3

Frustum

Vol (dry) = 850.4 ft3

Volume

Dry weight of soil 93.54 -- kips Vol (submerged) = 0.0 ft3

Method

Subm. weight of soil 0.00 -- kips Concrete Reinforcing (Factored Loads)

Total weight of soil = 93.54 -- kips f'c 3.00 ksi

fy 60.0 ksi

Total counter-weight = 172.27 -- kips Steel (Metric/ASTM) ASTM ASTM

Uplift Resistance = 129.20 -- kips Bar size 8 ASTM 8(x 0.75, Cl 9.4.1) Bar area 0.790 in² 0.790

Passive Earth pressure resistance Slab Reinforcing Uplift Horizontal

Press. - top of concrete 1.11 -- ksf Mu (FL/4 x 50%) 445.50 kip-ft 558.00

Press. - bottom of concr. 2.02 -- ksf ω 0.01425 0.01788

Total resistance = 253.29 -- kips ρ 0.00071 0.00089

Horizontal resistance = 189.97 -- kips ρ min 0.00330 0.00330(x 0.75, Cl 9.4.1) 4/3•ρ if ρ < ρ min 0.00095 0.00119

As Required 9.09 in² 9.09

Number of bars 12 bars 12

spacing 4.36 in 4.36

Governing case minimum reinforcing minimum reinforcing

choose

maximum of

these three

ofJanuary 31, 2017

CS

JB

17003.002

US-NC-5011 Lockwood Folly

BlueSky

L

B

D

T

Note:Program calculates front and top rebar surfaces only using bending moment theory and/or min rebar. Back and bottom sides often require min rebar using shear or minimum steel concepts. But this is left to the user.

4 FDNS - Guy Anchor Deadman Kp - INCLUDE REBAR (OLD SCHOOL).xls 1/31/2017



Attachment 2:

Collocation Application


Installation Type: Anchor Collocation Add to Existing

Contact: Site Number:

Email Site Name:

Office: Submittal Date

Fax: Revision Date(s)

Applicant Name:

Applicant Site Name:

Applicant Site Number:

Proposed ON AIR Date:

Applicant Legal Entity:

Emergency Contact Name:

Latitude: N

Longitude: W

AMSL: FT

Site Address:

Coax Cables Hybrid Cables

Receive Frequency (Mhz)

W(ft) OR Square footage



DIMS: L(ft) W(ft) H(ft)

DIMS: L(ft) W(ft)

DIMS: L(ft) W(ft) H(ft) Propane tank

DIMS: L(ft) W(ft)

Power Provided by: Electrical Service Telephone Number:

KWH units

How many, if any, empty meter banks are present:

POTS MICROWAVE FIBER OPTICS

Fiber Provider:

DIMS: L(ft) H(ft)

BST Generator: KW

Generator Capacity: KW Generator Model:

Fuel Tank Location: DIMS: L(ft) Gallons

Pad for Fuel Tank (if required) DIMS: L(ft)

Comments:

Before submitting application, this section MUST be addressed:

Cabinet/Shelter Manufacturer/Model:

Concrete Pad for Shelter:

DIMS: L(ft)

GROUND SPACE REQUIREMENTS

Antenna Quantity 1 , 1, 1 1 , 1, 1 1 , 1, 1Dish Manufacturer

Dish Model# (attach Specs)

Shared Generator Peak Usage:Generator Owner:

843-814-9961

Guyed

Number: [email protected]

[email protected]

Number:

PLEASE SUBMIT THIS APPLICATION VIA E-MAIL. Send only final LE's, CD's structurals, etc with Application

HPS, Inc./TPG Wireless

1/14/2017

Applicant Information

Email:

Applicant Contact Information

Tower Information

RF Contact Name:

Leasing Contact Name:

Primary Contact/Agent Name:

Notice Address for Site License:

Mike Langley

Email: 678-725-1252Number:

ATA-Lockwood Folly

478-127

4/30/2017

AT&T

Contact/Agent Company Name:

15

Yes

Is a multi-tenant meter rack present:

Will RRUs be located behind antennas:

Average Monthly Power Consumption:

Yes

W(ft)

Generator Ground Space Requirement: Fuel Type:

Generator Make:

Cabinets:

Concrete Pad for Cabinets:

Collocation Application

BlueSky Towers, LLC Info

Antenna Manufacturer

NC-5011

[email protected]

Sean Gormley

508-530-3564

508-530-3580

Contact/Agent Number:

Lockwood Folly

[email protected]

Email:

Email: Construction Contact Name:

Email:

Ashley Santillo/MasTec

Don Slowek

919-674-5883

Mike Langley

678-725-1252

Contact/Agent Fax:

[email protected]

300'

Number: Account Payable Contact Name:

Total# Of Lines For Equipment In Column

Installation Status

Secor Frame

Number:

Structure Type:

Antenna Dimensions (WxHxD)(Ft Or Inches)

SECTOR 3

(1) Kathrein / (1) Andrew / (1) KMW

(1) 741-989 / (1) SBNHH-1D65C / (1) EPBQ-652L8H

Secor Frame Secor Frame

51.3x6.1x2.7 / 96x11.9x7.1 / 99.6X12X6.3

EQUIPMENT SPECIFICATIONS

Structure Height:

300'

SECTOR 4

BACK-UP POWER INFORMATION

Telco/Interconnect Requirements: T1

3

Generation Location:

Fuel Tank Size:

W(ft)

Electrical Service Provider:

POWER REQUIREMENTS

Generator Required:8'63'6

Swap (3) 932DG65T2E-M antennas for (3) EPBQ-652L8H8 antennas. Add (3) RRUS-32 B2, (3) RRUS-32, (1) Fi ber cable. Remove (3) 932DG65T2E-M antennas and (6) 2-1/4" coax.

Equipment Type

Applicant Must fill in all bolded sections

Panel

Tower Mount Mounting Height

Azimuths

Line Type

New/Add'l Lease Area being requested:

DIMS: L(ft)

Electric Service Required (Amps/Volts)

6 (2 per sector)

Diameter Of Coax Cables (In)

Type & Model

Qty Of Transmitters/Receivers/RRU's/Junction Boxes

Exisiting

SECTOR 1 SECTOR 2

300'

Antenna Model# (Attach Specs)

Mount Type(Attach Specs)

1

Manufacturer

320, 70, 185

Panel Panel

300'

16.5 / 49.6 / 62.4

4

Desired RAD Center (Ft AGL)

Summary of Work to be Completed:

Exisiting Exisiting

51.3x6.1x2.7 / 96x11.9x7.1 / 99.6X12X6.3


4 & 2

(1) RRUS-11, (1) RRUS-32, (1) RRUS-32 B2, (1) RRUS-32 B66 / DC6-48-60-

18-8F

Antenna Weight (Per Item, In Lbs.)

320, 70, 185

4

(1) RRUS-11, (1) RRUS-32, (1) RRUS-32 B2, (1) RRUS-32 B66

RRU4

(1) RRUS-11, (1) RRUS-32, (1) RRUS-32 B2, (1) RRUS-32

B66

1/2" Fiber

ATM Tide Acquisition Company, LLC Contact Email:

575 Morosgo Drive, Atlanta GA 30324

Fuel Tank Size:

Type of Technology

16.5 / 49.6 / 62.4

RRU / Surge Suppressor

33 59 31.99

78 13 32.80

1100 Southport Supply Road, Bolivia NC 28422

2-1/4"

DIMS: L(ft)

360

See Summary Work above!!!!Removing Equipment (If Applicable)

740-745, 1950-1975

TX Power Output

ERP (Watts)

Transmit Frequency (Mhz)

Antenna Gain (Db)

7/8" DC Pwer

Exisiting Lease Area:

New/Add'l Rooftop Lease Area being requested (if space is needed on both ground and rooftop:

Shelter:

Dish Diam/Weight/Mount hgt or location

Ericsson / Raycap Ericsson Ericsson

RRUTransmitter/Receiver Type/RRU/Junction Boxes


(1) 741-989 / (1) SBNHH-1D65C / (1) EPBQ-652L8H8

16.5 / 49.6 / 62.4

320, 70, 185

2

3/8" RET

51.3x6.1x2.7 / 96x11.9x7.1 / 99.6X12X6.3

(1) 741-989 / (1) SBNHH-1D65C / (1) EPBQ-652L8H

710-715, 1870-1890

15

UMTS, GSM, LTE

W(ft)


Attach manufacturer’s equipment specifications for antennas, RRU's, mounts, and all struct loading info for analysis. Cabinets & shelters if available

Existing Equipment:

Comments:

Final Configuration after work is completed:

www.blueskytower.com

Final configuration:(3) 741-989 Ant;(3) EPBQ-652L8H8 Ant;(3) SBNHH-1D65C Ant; (3) RRUS-11; (3) RRUS-32 B66; (3) RRUS-32; (3) RRUS-32 B2; (2)Raycap DC6-48-60-18-8F; (6) 2-1/4" Coax; (4) DC Power; (2) Fiber; and (1) RET Cable.


Documents

Structural Analysis Report · (2) Commscope 641280-DF (Verizon) SM 407-3 (Verizon) 741 989 w/Mount Pipe (ATMC) Kathrein 800 10309V01 w/ Mount Pipe 220 (ATMC) RRUS 11 (ATMC) DC6-48-60-18-8F