structural analysis reportdocuments.brunswickcountync.gov/bcms/0/edoc/867031...750 park of commerce...

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

Structural Analysis Report

Structure : 300 foot Self-Supported Tower

BST Site Name : Exum

BST Site Number : NC-5012

Proposed Carrier : AT&T

Carrier Site Name : 478-131

Carrier Site Number : 478-131

Site Location : 5278 Myrtlehead Road Ash

Road Ash, NC 28420 (Brunswick County)

34.1150, -78.4647

Date : January 16, 2017

Max Member Stress Level : 96%

Result : PASS

Prepared by:

Bennett & Pless, Inc.

B&P Job No.: 17003.001

01/16/2017

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 ........................................................................................................................ 3

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.: 08-01128 dated January 25, 2008.

FDH Engineering previous SA Project No.: 146FCV1400 dated October

24, 2014.

Foundation Information Sabre tower drawings Job No.: 08-01128 dated January 25, 2008.

Geotechnical Information Geotechnical report was not available at time of analysis.

Existing Equipment Information BlueSky Collocation Application dated December 8 2016.

FDH Engineering previous SA Project No.: 146FCV1400 dated October

24, 2014.

Tower Reinforcement Information Tower has not been previously reinforced.

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

292.0 - 1 Sector Frame Mount

2 1 5/8” Coax 292.0 1 Andrew UMWD-06516-2DH1 Panel

300.0

- 3 Keenwood T1761KT122 Mount

12

4

1

1

1 5/8” Coax

7/8” DC Cable

1/2" Fiber

3/8" RET 300.0

3 Andrew UMWD-06516-2DH3 Panel

3 Kathrein 742-215 Panel

3 Andrew SBNHH-1D65C Panel

3 Ericsson RRUS 11 RRU

2 Raycap DC6-48-60-18-8F Squid 1Note: (1) Existing Andrew UMWD-06516-2DH to be replaced 2Note: Existing Keenwood T11684KT12-4114 to be replaced. 3Note: (3) Existing Andrew UMWD-06516-2DH to be removed.

Note: Proposed equipment shown in bold.

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



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 (North Carolina State

Building Code 2012)

TIA/EIA Standard Code TIA-222-G

Basic Wind Speed 125 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 C

Topographic Category (height) 1 (0.0 ft)

Structure Class II

Analysis Results

Structure

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

capable of supporting the proposed equipment loads without modification.

Member % Capacity Results

Leg 87 Pass

Diagonal 96 Pass

Horizontal 34 Pass

Redundant Horizontal 60 Pass

Redundant Diagonal 79 Pass (105% is considered acceptable)

Foundation

The existing foundation has also been evaluated. The foundation reactions resulting from the proposed installation

are less than the original design foundation reactions and as such the existing foundation is considered to be

structurally capable of supporting the proposed equipment loads.

Component Analysis Reactions Original Reactions* % Capacity Results

Uplift (Kips) 663 860 77 Pass

Axial (Kips) 775 1029 75 Pass

Shear (Kips) 86 108 80 Pass *Have been factored by 1.35 to equate to G standard.



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 foundation also has 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

01/16/2017



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-5012_SA_011017

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

Code: TIA-222-G Date: 01/16/17 Scale: NTS Path:

C:\Egnyte\Shared\Projects\2017\17000 - 17299 - GA\17003.xxx - Blue Sky\17003.001 - NC-5010 Exum SA for ATT\1-16-17 report revise\US-NC-5012_SA_011617_ATT.eri

Dwg No. E-1

300.0 ft

280.0 ft

260.0 ft

240.0 ft

220.0 ft

200.0 ft

180.0 ft

160.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

53.3 ft

40.0 ft

33.3 ft

20.0 ft

13.3 ft

0.0 ft

REACTIONS - 125 mph WIND

TORQUE 32 kip-ft

142 K

SHEAR

21212 kip-ft

MOMENT

98 K

AXIAL

30 mph WIND - 0.2500 in ICE

TORQUE 1 kip-ft

7 K

SHEAR

1038 kip-ft

MOMENT

137 K

AXIAL

SHEAR: 75 K

UPLIFT: -663 K

SHEAR: 86 K

DOWN: 775 K

MAX. CORNER REACTIONS AT BASE:

ARE FACTOREDALL REACTIONS

S

ectio

nT

1T

2T

3T

4T

5T

6T

7T

8T

9T

10

T11

T12

T13

T14

T15

T16

T17

T18

L

eg

sA

BP

4x.3

37

CP

5.5

63

x.5

DP

8.6

25

X.5

P1

0x.5

P1

2x.5

P1

4x.5

L

eg

Gra

de

A5

72

-50

D

iag

on

als

L2

x2

x1

/8L

2x2

x3

/16

L2

1/2

x2

1/2

x1

/4L

3x3

x3

/16

L3

x3

x1

/4L

3 1

/2x3

1/2

x1

/4L

3 1

/2x4

x5

/16

L4

x4

x5

/16

L4

x4

x3

/8L

5x5

x5

/16

L4

x6

x3

/8E

L4

x6

x3

/8F

L4

x6

x3

/8

D

iag

on

al G

rad

eA

36

T

op

Gir

tsL

2x2

x1

/8N

.A.

H

ori

zo

nta

lsN

.A.

L4

x4

x5

/16

N.A

.L

4x4

x3

/8N

.A.

L5

x5

x5

/16

R

ed

. H

ori

zo

nta

lsN

.A.

L3

x3

x3

/8N

.A.

L3

x3

x3

/8N

.A.

L3

x3

x3

/8

R

ed

. D

iag

on

als

N.A

.L

3x3

x1

/4N

.A.

L3

x3

x1

/4N

.A.

G

In

ne

r B

racin

gN

.A.

HN

.A.

HN

.A.

IN

.A.

F

ace

Wid

th (

ft)

57

91

11

31

51

71

92

12

32

52

72

7.6

72

92

9.6

73

13

1.6

73

3

#

Pa

ne

ls @

(ft)

5 @

48

@ 5

9 @

6.6

66

67

12

@ 1

0J

1 @

13

.3J

1 @

13

.3J

1 @

13

.3

W

eig

ht (K

)0.7

0.9

1.5

2.1

2.5

3.1

3.9

4.5

5.5

6.1

6.3

7.4

2.5

5.3

2.5

5.6

3.0

6.1

69

.6

4' Lightning Rod 300 Beacon (.035k 2.250CAAA) 300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)

300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)

300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)

300 742-215 w/ Mount Pipe (ATT) 300 742-215 w/ Mount Pipe (ATT) 300 742-215 w/ Mount Pipe (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 DC6-48-60-18-8F (ATT) 300 DC6-48-60-18-8F (ATT) 300 Kenwood T1671KT12 (ATT) 300 Kenwood T1671KT12 (ATT) 300 Kenwood T1671KT12 (ATT) 300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)

292 Kenwood T1671KT12 (ATT) 292 741 989 w/Mount Pipe 280 741 989 w/Mount Pipe 280 741 989 w/Mount Pipe 280 Kathrein 800 10309V01 w/ Mount Pipe 280 Kathrein 800 10309V01 w/ Mount Pipe 280 Kathrein 800 10309V01 w/ Mount Pipe 280 RRUS 11 280 RRUS 11 280 RRUS 11 280 DC6-48-60-18-8F 280 SM 407-3 280DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION 4' Lightning Rod 300

Beacon (.035k 2.250CAAA) 300

Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)

300


300


300

742-215 w/ Mount Pipe (ATT) 300



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



RRUS 11 (ATT) 300

RRUS 11 (ATT) 300

RRUS 11 (ATT) 300

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

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

Kenwood T1671KT12 (ATT) 300




292


741 989 w/Mount Pipe 280



Kathrein 800 10309V01 w/ Mount Pipe 280



RRUS 11 280

RRUS 11 280

RRUS 11 280

DC6-48-60-18-8F 280

SM 407-3 280

SYMBOL LISTMARK MARKSIZE SIZE

A Pipe 2.875x0.203

B Pipe 3.5" x 0.300" (3 XS)

C Pipe 5.563" x 0.375" (5 XS)

D Pipe 8.625" x 0.322" (8 STD)

E L5x5x5/16

F L5x5x3/8

G L3 1/2x4x1/4

H L3x3x1/4

I L3 1/2x3 1/2x1/4

J 1 @ 6.7

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

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

TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 125 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: 96%


ttnnxxTToowweerr Job

US-NC-5012_SA_011017

Page

1 of 32

Bennett & Pless

550 River Drive

Project

SST Structural Analysis

Date

09:06:03 01/16/17

North Sioux City, SD 57049

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

Client

BlueSky Designed by

Chunhui Song

Tower Input Data

The main tower is a 3x free standing 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 5.000 ft at the top and 33.000 ft 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 125 mph.

Structure Class II.

Exposure Category C.

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.

A non-linear (P-delta) analysis was used.

Pressures are calculated at each section.

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



US-NC-5012_SA_011017

Page

2 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Leg B Leg C

Leg A

Face

A Face B

Face C

Triangular Tower

Wind Normal

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 5.000 1 20.000

T2 280.000-260.000 5.000 1 20.000 T3 260.000-240.000 7.000 1 20.000

T4 240.000-220.000 9.000 1 20.000

T5 220.000-200.000 11.000 1 20.000 T6 200.000-180.000 13.000 1 20.000

T7 180.000-160.000 15.000 1 20.000

T8 160.000-140.000 17.000 1 20.000 T9 140.000-120.000 19.000 1 20.000

T10 120.000-100.000 21.000 1 20.000

T11 100.000-80.000 23.000 1 20.000

T12 80.000-60.000 25.000 1 20.000

T13 60.000-53.300 27.000 1 6.700 T14 53.300-40.000 27.670 1 13.300

T15 40.000-33.300 29.000 1 6.700 T16 33.300-20.000 29.670 1 13.300

T17 20.000-13.300 31.000 1 6.700

T18 13.300-0.000 31.670 1 13.300

Tower Section Geometry (cont’d)



US-NC-5012_SA_011017

Page

3 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

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 4.000 X Brace No No 0.0000 0.0000

T2 280.000-260.000 5.000 X Brace No No 0.0000 0.0000 T3 260.000-240.000 5.000 X Brace No No 0.0000 0.0000

T4 240.000-220.000 6.667 X Brace No No 0.0000 0.0000


T7 180.000-160.000 10.000 X Brace No No 0.0000 0.0000

T8 160.000-140.000 10.000 X Brace No No 0.0000 0.0000

T9 140.000-120.000 10.000 X Brace No No 0.0000 0.0000


T12 80.000-60.000 10.000 X Brace No No 0.0000 0.0000 T13 60.000-53.300 6.700 K Brace Up No Yes 0.0000 0.0000

T14 53.300-40.000 13.300 K1 Down No Yes 0.0000 0.0000

T15 40.000-33.300 6.700 K Brace Up No Yes 0.0000 0.0000 T16 33.300-20.000 13.300 K1 Down No Yes 0.0000 0.0000

T17 20.000-13.300 6.700 K Brace Up No Yes 0.0000 0.0000 T18 13.300-0.000 13.300 K1 Down 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

Pipe Pipe 2.875x0.203 A572-50

(50 ksi)

Equal Angle L2x2x1/8 A36

(36 ksi) T2

280.000-260.000

Pipe Pipe 3.5'' x 0.300'' (3 XS) A572-50

(50 ksi)


(36 ksi)

T3 260.000-240.000

Pipe P4x.337 A572-50 (50 ksi)

Equal Angle L2x2x3/16 A36 (36 ksi)

T4 240.000-220.000

Pipe Pipe 5.563'' x 0.375'' (5 XS) A572-50 (50 ksi)

Equal Angle L2 1/2x2 1/2x1/4 A36 (36 ksi)

T5

220.000-200.000

Pipe P5.563x.5 A572-50

(50 ksi)


(36 ksi) T6

200.000-180.000

Pipe Pipe 8.625'' x 0.322'' (8 STD) A572-50

(50 ksi)


(36 ksi) T7

180.000-160.000

Pipe P8.625X.5 A572-50

(50 ksi)

Equal Angle L3 1/2x3 1/2x1/4 A36

(36 ksi)

T8 160.000-140.000

Pipe P8.625X.5 A572-50 (50 ksi)

Single Angle L3 1/2x4x5/16 A36 (36 ksi)

T9

140.000-120.000

Pipe P10x.5 A572-50

(50 ksi)


(36 ksi)

T10

120.000-100.000

Pipe P10x.5 A572-50

(50 ksi)


(36 ksi) T11

100.000-80.000

Pipe P10x.5 A572-50

(50 ksi)


(36 ksi) T12

80.000-60.000

Pipe P12x.5 A572-50

(50 ksi)


(36 ksi)

T13 60.000-53.300

Pipe P12x.5 A572-50 (50 ksi)


T14 53.300-40.000

Pipe P12x.5 A572-50 (50 ksi)

Single Angle L4x6x3/8 A36 (36 ksi)

T15

40.000-33.300

Pipe P12x.5 A572-50

(50 ksi)


(36 ksi) T16

33.300-20.000

Pipe P12x.5 A572-50

(50 ksi)

Single Angle L4x6x3/8 A36

(36 ksi) T17 Pipe P14x.5 A572-50 Equal Angle L5x5x3/8 A36



US-NC-5012_SA_011017

Page

4 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Tower Elevation

ft

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

20.000-13.300 (50 ksi) (36 ksi) T18 13.300-0.000 Pipe P14x.5 A572-50

(50 ksi)

Single Angle L4x6x3/8 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


(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

T13

60.000-53.300

None Flat Bar A36

(36 ksi)


(36 ksi)

T14 53.300-40.000

None Flat Bar A36 (36 ksi)


T15 40.000-33.300

None Flat Bar A36 (36 ksi)


T16

33.300-20.000

None Flat Bar A36

(36 ksi)


(36 ksi) T17

20.000-13.300

None Flat Bar A36

(36 ksi)


(36 ksi) T18 13.300-0.000 None Flat Bar A36

(36 ksi)


(36 ksi)


Tower Elevation

ft

Secondary Horizontal Type

Secondary Horizontal Size

Secondary Horizontal

Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

T13

60.000-53.300

Solid Round A36

(36 ksi)

Equal Angle L3x3x1/4 A572-50

(50 ksi) T15

40.000-33.300

Solid Round A36

(36 ksi)

Equal Angle L3x3x1/4 A572-50

(50 ksi)

T17 20.000-13.300

Solid Round A36 (36 ksi)

Equal Angle L3 1/2x3 1/2x1/4 A572-50 (50 ksi)



US-NC-5012_SA_011017

Page

5 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song


Tower

Elevation

ft

Redundant

Bracing Grade

Redundant

Type

Redundant

Size

K Factor

T14 53.300-40.000

A36 (36 ksi)

Horizontal (1) Diagonal (1)

Equal Angle Equal Angle

L3x3x3/8 L3x3x1/4

1 1

T16 33.300-20.000

A36 (36 ksi)

Horizontal (1) Diagonal (1)

Equal Angle Equal Angle

L3x3x3/8 L3x3x1/4

1 1

T18

13.300-0.000

A36

(36 ksi)

Horizontal (1)

Diagonal (1)

Equal Angle

Single Angle

L3x3x3/8

L3 1/2x4x1/4

1

1


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

260.000-240.000

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

T9 140.000-120.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T10 120.000-100.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T11 100.000-80.00

0

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T12

80.000-60.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T13 60.000-53.300

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T14 53.300-40.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T15 0.000 0.0000 A36 1 1 1 36.0000 36.0000 36.0000



US-NC-5012_SA_011017

Page

6 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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

40.000-33.300 (36 ksi) T16

33.300-20.000

0.000 0.0000 A36

(36 ksi)

1 1 1 36.0000 36.0000 36.0000

T17 20.000-13.300

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T18

13.300-0.000

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

280.000-260.0

00

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T3

260.000-240.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T4

240.000-220.000

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 200.000-180.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

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

140.000-120.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T10 120.000-100.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T11 100.000-80.00

0

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T12

80.000-60.000

Yes Yes 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

T13 60.000-53.300

Yes Yes 1 1 1

1 1

1 1

1 1

0.5 0.5

1 1

1 1

T14 53.300-40.000

Yes Yes 1 1 1

1 1

1 1

1 1

0.5 0.5

1 1

1 1



US-NC-5012_SA_011017

Page

7 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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

T15 40.000-33.300

Yes Yes 1 1 1

1 1

1 1

1 1

0.5 0.5

1 1

1 1

T16 33.300-20.000

Yes Yes 1 1 1

1 1

1 1

1 1

0.5 0.5

1 1

1 1

T17

20.000-13.300

Yes Yes 1 1

1

1

1

1

1

1

1

0.5

0.5

1

1

1

1 T18

13.300-0.000

Yes Yes 1 1

1

1

1

1

1

1

1

0.5

0.5

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 280.000-260.0

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

T3

260.000-240.0

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

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

220.000-200.000

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

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

140.000-120.000

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

T10

120.000-100.000

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

T11 100.000-80.00

0

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



US-NC-5012_SA_011017

Page

8 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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

T12

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

T13

60.000-53.300

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 53.300-40.000

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

T15 40.000-33.300

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

33.300-20.000

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

T17

20.000-13.300

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 13.300-0.000

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

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

1 5/8'' coax

(ATT)

B No Ar (CaAa) 300.000 - 8.000 0.0000 0.1 12 6 0.5000 1.9800 0.001

7/8'' DC Cable (ATT)

B No Ar (CaAa) 300.000 - 8.000 0.0000 -0.05 4 2 0.5000 0.8700 0.001

1/2'' FIBER CABLE

(ATT)

B No Ar (CaAa) 300.000 - 8.000 0.0000 -0.1 1 1 0.2760 0.2760 0.000

3/8'' RET Cable

(ATT)

B No Ar (CaAa) 300.000 - 8.000 0.0000 -0.12 1 1 0.3750 0.3750 0.000

***

1 5/8'' coax

(ATT)

B No Ar (CaAa) 292.000 - 8.000 0.0000 0.15 2 2 0.5000 1.9800 0.001

***

1 5/8'' coax A No Ar (CaAa) 280.000 - 8.000 0.0000 0 6 3 0.5000 1.9800 0.001 3/4'' FIBER

CABLE

A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.05 1 1 0.5000 0.7500 0.000

1 1/4'' Coax A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.08 2 2 0.5000 1.5500 0.001 3/8'' RET

Cable

A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.1 1 1 0.3750 0.3750 0.000

*GRY*

*Reserve*

*BBE* *Reserve*

Feed Line/Linear Appurtenances Section Areas



US-NC-5012_SA_011017

Page

9 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

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

0.000 60.534

0.000

0.000 0.000

0.000

0.000 0.319

0.000 T2 280.000-260.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

32.210

63.702

0.000

0.000

0.000

0.000

0.156

0.336

0.000 T3 260.000-240.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

32.210

63.702

0.000

0.000

0.000

0.000

0.156

0.336

0.000

T4 240.000-220.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

32.210

63.702 0.000

0.000

0.000 0.000

0.156

0.336 0.000

T5 220.000-200.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

32.210 63.702

0.000

0.000 0.000

0.000

0.156 0.336

0.000

T6 200.000-180.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

32.210 63.702

0.000

0.000 0.000

0.000

0.156 0.336

0.000 T7 180.000-160.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

32.210

63.702

0.000

0.000

0.000

0.000

0.156

0.336

0.000 T8 160.000-140.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

32.210

63.702 0.000

0.000

0.000 0.000

0.156

0.336 0.000

T9 140.000-120.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

32.210

63.702

0.000

0.000

0.000

0.000

0.156

0.336

0.000

T10 120.000-100.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

32.210 63.702

0.000

0.000 0.000

0.000

0.156 0.336

0.000

T11 100.000-80.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

32.210 63.702

0.000

0.000 0.000

0.000

0.156 0.336

0.000 T12 80.000-60.000 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

32.210

63.702

0.000

0.000

0.000

0.000

0.156

0.336

0.000 T13 60.000-53.300 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

10.790

21.340 0.000

0.000

0.000 0.000

0.052

0.113 0.000

T14 53.300-40.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

21.420

42.362 0.000

0.000

0.000 0.000

0.104

0.223 0.000

T15 40.000-33.300 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

10.790 21.340

0.000

0.000 0.000

0.000

0.052 0.113

0.000

T16 33.300-20.000 A B

C

0.000 0.000

0.000

0.000 0.000

0.000

21.420 42.362

0.000

0.000 0.000

0.000

0.104 0.223

0.000 T17 20.000-13.300 A

B

C

0.000

0.000

0.000

0.000

0.000

0.000

10.790

21.340

0.000

0.000

0.000

0.000

0.052

0.113

0.000 T18 13.300-0.000 A

B C

0.000

0.000 0.000

0.000

0.000 0.000

8.536

16.881 0.000

0.000

0.000 0.000

0.041

0.089 0.000

Feed Line/Linear Appurtenances Section Areas - With Ice



US-NC-5012_SA_011017

Page

10 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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

T1 300.000-280.000 A B

C

0.621 0.000 0.000

0.000

0.000 0.000

0.000

0.000 69.990

0.000

0.000 0.000

0.000

0.000 0.851

0.000 T2 280.000-260.000 A

B

C

0.617 0.000

0.000

0.000

0.000

0.000

0.000

46.035

76.415

0.000

0.000

0.000

0.000

0.455

0.896

0.000 T3 260.000-240.000 A

B

C

0.612 0.000

0.000

0.000

0.000

0.000

0.000

45.932

76.281

0.000

0.000

0.000

0.000

0.454

0.894

0.000

T4 240.000-220.000 A

B C

0.607 0.000

0.000 0.000

0.000

0.000 0.000

45.821

76.137 0.000

0.000

0.000 0.000

0.452

0.891 0.000

T5 220.000-200.000 A B

C

0.602 0.000 0.000

0.000

0.000 0.000

0.000

45.702 75.982

0.000

0.000 0.000

0.000

0.450 0.887

0.000

T6 200.000-180.000 A B

C

0.596 0.000 0.000

0.000

0.000 0.000

0.000

45.571 75.812

0.000

0.000 0.000

0.000

0.447 0.884

0.000 T7 180.000-160.000 A

B

C

0.589 0.000

0.000

0.000

0.000

0.000

0.000

45.428

75.626

0.000

0.000

0.000

0.000

0.445

0.880

0.000 T8 160.000-140.000 A

B C

0.582 0.000

0.000 0.000

0.000

0.000 0.000

45.268

75.419 0.000

0.000

0.000 0.000

0.442

0.876 0.000

T9 140.000-120.000 A

B

C

0.573 0.000

0.000

0.000

0.000

0.000

0.000

45.088

75.185

0.000

0.000

0.000

0.000

0.439

0.871

0.000

T10 120.000-100.000 A B

C

0.564 0.000 0.000

0.000

0.000 0.000

0.000

44.881 74.916

0.000

0.000 0.000

0.000

0.435 0.865

0.000

T11 100.000-80.000 A B

C

0.553 0.000 0.000

0.000

0.000 0.000

0.000

44.637 74.600

0.000

0.000 0.000

0.000

0.431 0.859

0.000 T12 80.000-60.000 A

B

C

0.539 0.000

0.000

0.000

0.000

0.000

0.000

44.339

74.212

0.000

0.000

0.000

0.000

0.426

0.851

0.000 T13 60.000-53.300 A

B C

0.528 0.000

0.000 0.000

0.000

0.000 0.000

14.771

24.754 0.000

0.000

0.000 0.000

0.141

0.283 0.000

T14 53.300-40.000 A

B C

0.518 0.000

0.000 0.000

0.000

0.000 0.000

29.175

48.948 0.000

0.000

0.000 0.000

0.278

0.557 0.000

T15 40.000-33.300 A B

C

0.505 0.000 0.000

0.000

0.000 0.000

0.000

14.607 24.541

0.000

0.000 0.000

0.000

0.139 0.278

0.000

T16 33.300-20.000 A B

C

0.489 0.000 0.000

0.000

0.000 0.000

0.000

28.767 48.419

0.000

0.000 0.000

0.000

0.272 0.547

0.000 T17 20.000-13.300 A

B

C

0.467 0.000

0.000

0.000

0.000

0.000

0.000

14.328

24.179

0.000

0.000

0.000

0.000

0.134

0.271

0.000 T18 13.300-0.000 A

B C

0.426 0.000

0.000 0.000

0.000

0.000 0.000

11.098

18.820 0.000

0.000

0.000 0.000

0.102

0.209 0.000

Feed Line Center of Pressure



US-NC-5012_SA_011017

Page

11 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section Elevation

ft

CPX

in

CPZ

in

CPX

Ice

in

CPZ

Ice

in

T1 300.000-280.000 3.1282 -0.9139 2.0440 -0.7162 T2 280.000-260.000 1.4840 -1.3835 0.8749 -0.9672

T3 260.000-240.000 1.8291 -1.6818 1.0870 -1.1910 T4 240.000-220.000 2.1251 -1.9372 1.2901 -1.4043

T5 220.000-200.000 2.3976 -2.1726 1.4684 -1.5897

T6 200.000-180.000 2.4790 -2.2367 1.5570 -1.6775 T7 180.000-160.000 2.8499 -2.5630 1.8099 -1.9410

T8 160.000-140.000 3.1404 -2.8170 1.9996 -2.1346

T9 140.000-120.000 3.1402 -2.8111 2.0453 -2.1730

T10 120.000-100.000 3.3852 -3.0252 2.2133 -2.3393

T11 100.000-80.000 3.6188 -3.2294 2.3769 -2.4976 T12 80.000-60.000 3.4512 -3.0760 2.3302 -2.4316

T13 60.000-53.300 3.8439 -3.4236 2.6045 -2.7028 T14 53.300-40.000 3.7808 -3.3658 2.5306 -2.6131

T15 40.000-33.300 4.0563 -3.6094 2.7747 -2.8481

T16 33.300-20.000 3.9790 -3.5391 2.6955 -2.7459 T17 20.000-13.300 4.1439 -3.6843 2.8947 -2.9175

T18 13.300-0.000 2.0279 -1.8026 1.4623 -1.4455

Shielding Factor Ka

Tower

Section

Feed Line

Record No.

Description Feed Line

Segment Elev.

Ka

No Ice

Ka

Ice

T1 1 1 5/8" coax 280.00 -

300.00

0.6000 0.6000

T1 2 7/8" DC Cable 280.00 - 300.00

0.6000 0.6000

T1 3 1/2" FIBER CABLE 280.00 -

300.00

0.6000 0.6000

T1 4 3/8" RET Cable 280.00 -

300.00

0.6000 0.6000

T1 6 1 5/8" coax 280.00 -

292.00

0.6000 0.6000

T2 1 1 5/8" coax 260.00 - 280.00

0.6000 0.6000

T2 2 7/8" DC Cable 260.00 - 280.00

0.6000 0.6000

T2 3 1/2" FIBER CABLE 260.00 -

280.00

0.6000 0.6000

T2 4 3/8" RET Cable 260.00 -

280.00

0.6000 0.6000

T2 6 1 5/8" coax 260.00 -

280.00

0.6000 0.6000

T2 8 1 5/8" coax 260.00 - 280.00

0.6000 0.6000

T2 9 3/4" FIBER CABLE 260.00 - 280.00

0.6000 0.6000

T2 10 1 1/4" Coax 260.00 -

280.00

0.6000 0.6000

T2 11 3/8" RET Cable 260.00 -

280.00

0.6000 0.6000

T3 1 1 5/8" coax 240.00 -

260.00

0.6000 0.6000

T3 2 7/8" DC Cable 240.00 - 260.00

0.6000 0.6000



US-NC-5012_SA_011017

Page

12 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Tower Section

Feed Line Record No.

Description Feed Line Segment Elev.

Ka No Ice

Ka Ice

T3 3 1/2" FIBER CABLE 240.00 -

260.00

0.6000 0.6000

T3 4 3/8" RET Cable 240.00 -

260.00

0.6000 0.6000

T3 6 1 5/8" coax 240.00 -

260.00

0.6000 0.6000

T3 8 1 5/8" coax 240.00 - 260.00

0.6000 0.6000

T3 9 3/4" FIBER CABLE 240.00 -

260.00

0.6000 0.6000

T3 10 1 1/4" Coax 240.00 -

260.00

0.6000 0.6000

T3 11 3/8" RET Cable 240.00 -

260.00

0.6000 0.6000

T4 1 1 5/8" coax 220.00 -

240.00

0.6000 0.6000

T4 2 7/8" DC Cable 220.00 - 240.00

0.6000 0.6000

T4 3 1/2" FIBER CABLE 220.00 - 240.00

0.6000 0.6000

T4 4 3/8" RET Cable 220.00 -

240.00

0.6000 0.6000

T4 6 1 5/8" coax 220.00 -

240.00

0.6000 0.6000

T4 8 1 5/8" coax 220.00 -

240.00

0.6000 0.6000

T4 9 3/4" FIBER CABLE 220.00 -

240.00

0.6000 0.6000

T4 10 1 1/4" Coax 220.00 - 240.00

0.6000 0.6000

T4 11 3/8" RET Cable 220.00 -

240.00

0.6000 0.6000

T5 1 1 5/8" coax 200.00 -

220.00

0.6000 0.6000

T5 2 7/8" DC Cable 200.00 -

220.00

0.6000 0.6000

T5 3 1/2" FIBER CABLE 200.00 - 220.00

0.6000 0.6000

T5 4 3/8" RET Cable 200.00 - 220.00

0.6000 0.6000

T5 6 1 5/8" coax 200.00 -

220.00

0.6000 0.6000

T5 8 1 5/8" coax 200.00 -

220.00

0.6000 0.6000

T5 9 3/4" FIBER CABLE 200.00 -

220.00

0.6000 0.6000

T5 10 1 1/4" Coax 200.00 - 220.00

0.6000 0.6000

T5 11 3/8" RET Cable 200.00 - 220.00

0.6000 0.6000

T6 1 1 5/8" coax 180.00 -

200.00

0.6000 0.6000

T6 2 7/8" DC Cable 180.00 -

200.00

0.6000 0.6000

T6 3 1/2" FIBER CABLE 180.00 -

200.00

0.6000 0.6000

T6 4 3/8" RET Cable 180.00 - 200.00

0.6000 0.6000

T6 6 1 5/8" coax 180.00 -

200.00

0.6000 0.6000

T6 8 1 5/8" coax 180.00 -

200.00

0.6000 0.6000



US-NC-5012_SA_011017

Page

13 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Tower Section



Ka No Ice

Ka Ice

T6 9 3/4" FIBER CABLE 180.00 -

200.00

0.6000 0.6000

T6 10 1 1/4" Coax 180.00 -

200.00

0.6000 0.6000

T6 11 3/8" RET Cable 180.00 -

200.00

0.6000 0.6000

T7 1 1 5/8" coax 160.00 - 180.00

0.6000 0.6000

T7 2 7/8" DC Cable 160.00 -

180.00

0.6000 0.6000

T7 3 1/2" FIBER CABLE 160.00 -

180.00

0.6000 0.6000

T7 4 3/8" RET Cable 160.00 -

180.00

0.6000 0.6000

T7 6 1 5/8" coax 160.00 -

180.00

0.6000 0.6000

T7 8 1 5/8" coax 160.00 - 180.00

0.6000 0.6000

T7 9 3/4" FIBER CABLE 160.00 - 180.00

0.6000 0.6000

T7 10 1 1/4" Coax 160.00 -

180.00

0.6000 0.6000

T7 11 3/8" RET Cable 160.00 -

180.00

0.6000 0.6000

T8 1 1 5/8" coax 140.00 -

160.00

0.6000 0.6000

T8 2 7/8" DC Cable 140.00 -

160.00

0.6000 0.6000

T8 3 1/2" FIBER CABLE 140.00 - 160.00

0.6000 0.6000

T8 4 3/8" RET Cable 140.00 -

160.00

0.6000 0.6000

T8 6 1 5/8" coax 140.00 -

160.00

0.6000 0.6000

T8 8 1 5/8" coax 140.00 -

160.00

0.6000 0.6000

T8 9 3/4" FIBER CABLE 140.00 - 160.00

0.6000 0.6000

T8 10 1 1/4" Coax 140.00 - 160.00

0.6000 0.6000

T8 11 3/8" RET Cable 140.00 -

160.00

0.6000 0.6000

T9 1 1 5/8" coax 120.00 -

140.00

0.6000 0.6000

T9 2 7/8" DC Cable 120.00 -

140.00

0.6000 0.6000

T9 3 1/2" FIBER CABLE 120.00 - 140.00

0.6000 0.6000

T9 4 3/8" RET Cable 120.00 - 140.00

0.6000 0.6000

T9 6 1 5/8" coax 120.00 -

140.00

0.6000 0.6000

T9 8 1 5/8" coax 120.00 -

140.00

0.6000 0.6000

T9 9 3/4" FIBER CABLE 120.00 -

140.00

0.6000 0.6000

T9 10 1 1/4" Coax 120.00 - 140.00

0.6000 0.6000

T9 11 3/8" RET Cable 120.00 -

140.00

0.6000 0.6000

T10 1 1 5/8" coax 100.00 -

120.00

0.6000 0.6000



US-NC-5012_SA_011017

Page

14 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Tower Section



Ka No Ice

Ka Ice

T10 2 7/8" DC Cable 100.00 -

120.00

0.6000 0.6000

T10 3 1/2" FIBER CABLE 100.00 -

120.00

0.6000 0.6000

T10 4 3/8" RET Cable 100.00 -

120.00

0.6000 0.6000

T10 6 1 5/8" coax 100.00 - 120.00

0.6000 0.6000

T10 8 1 5/8" coax 100.00 -

120.00

0.6000 0.6000

T10 9 3/4" FIBER CABLE 100.00 -

120.00

0.6000 0.6000

T10 10 1 1/4" Coax 100.00 -

120.00

0.6000 0.6000

T10 11 3/8" RET Cable 100.00 -

120.00

0.6000 0.6000

T11 1 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T11 2 7/8" DC Cable 80.00 - 100.00 0.6000 0.6000

T11 3 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 T11 4 3/8" RET Cable 80.00 - 100.00 0.6000 0.6000

T11 6 1 5/8" coax 80.00 - 100.00 0.6000 0.6000

T11 8 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T11 9 3/4" FIBER CABLE 80.00 - 100.00 0.6000 0.6000

T11 10 1 1/4" Coax 80.00 - 100.00 0.6000 0.6000 T11 11 3/8" RET Cable 80.00 - 100.00 0.6000 0.6000

T12 1 1 5/8" coax 60.00 - 80.00 0.6000 0.6000

T12 2 7/8" DC Cable 60.00 - 80.00 0.6000 0.6000

T12 3 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000

T12 4 3/8" RET Cable 60.00 - 80.00 0.6000 0.6000 T12 6 1 5/8" coax 60.00 - 80.00 0.6000 0.6000

T12 8 1 5/8" coax 60.00 - 80.00 0.6000 0.6000

T12 9 3/4" FIBER CABLE 60.00 - 80.00 0.6000 0.6000 T12 10 1 1/4" Coax 60.00 - 80.00 0.6000 0.6000

T12 11 3/8" RET Cable 60.00 - 80.00 0.6000 0.6000 T13 1 1 5/8" coax 53.30 - 60.00 0.6000 0.6000

T13 2 7/8" DC Cable 53.30 - 60.00 0.6000 0.6000


T13 6 1 5/8" coax 53.30 - 60.00 0.6000 0.6000 T13 8 1 5/8" coax 53.30 - 60.00 0.6000 0.6000

T13 9 3/4" FIBER CABLE 53.30 - 60.00 0.6000 0.6000

T13 10 1 1/4" Coax 53.30 - 60.00 0.6000 0.6000 T13 11 3/8" RET Cable 53.30 - 60.00 0.6000 0.6000

T14 1 1 5/8" coax 40.00 - 53.30 0.6000 0.6000 T14 2 7/8" DC Cable 40.00 - 53.30 0.6000 0.6000

T14 3 1/2" FIBER CABLE 40.00 - 53.30 0.6000 0.6000

T14 4 3/8" RET Cable 40.00 - 53.30 0.6000 0.6000 T14 6 1 5/8" coax 40.00 - 53.30 0.6000 0.6000


T14 10 1 1/4" Coax 40.00 - 53.30 0.6000 0.6000

T14 11 3/8" RET Cable 40.00 - 53.30 0.6000 0.6000 T15 1 1 5/8" coax 33.30 - 40.00 0.6000 0.6000

T15 2 7/8" DC Cable 33.30 - 40.00 0.6000 0.6000 T15 3 1/2" FIBER CABLE 33.30 - 40.00 0.6000 0.6000

T15 4 3/8" RET Cable 33.30 - 40.00 0.6000 0.6000

T15 6 1 5/8" coax 33.30 - 40.00 0.6000 0.6000 T15 8 1 5/8" coax 33.30 - 40.00 0.6000 0.6000

T15 9 3/4" FIBER CABLE 33.30 - 40.00 0.6000 0.6000

T15 10 1 1/4" Coax 33.30 - 40.00 0.6000 0.6000 T15 11 3/8" RET Cable 33.30 - 40.00 0.6000 0.6000

T16 1 1 5/8" coax 20.00 - 33.30 0.6000 0.6000



US-NC-5012_SA_011017

Page

15 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Tower Section



Ka No Ice

Ka Ice

T16 2 7/8" DC Cable 20.00 - 33.30 0.6000 0.6000


T16 6 1 5/8" coax 20.00 - 33.30 0.6000 0.6000 T16 8 1 5/8" coax 20.00 - 33.30 0.6000 0.6000

T16 9 3/4" FIBER CABLE 20.00 - 33.30 0.6000 0.6000

T16 10 1 1/4" Coax 20.00 - 33.30 0.6000 0.6000 T16 11 3/8" RET Cable 20.00 - 33.30 0.6000 0.6000

T17 1 1 5/8" coax 13.30 - 20.00 0.6000 0.6000

T17 2 7/8" DC Cable 13.30 - 20.00 0.6000 0.6000

T17 3 1/2" FIBER CABLE 13.30 - 20.00 0.6000 0.6000

T17 4 3/8" RET Cable 13.30 - 20.00 0.6000 0.6000 T17 6 1 5/8" coax 13.30 - 20.00 0.6000 0.6000


T17 10 1 1/4" Coax 13.30 - 20.00 0.6000 0.6000

T17 11 3/8" RET Cable 13.30 - 20.00 0.6000 0.6000 T18 1 1 5/8" coax 8.00 - 13.30 0.6000 0.6000

T18 2 7/8" DC Cable 8.00 - 13.30 0.6000 0.6000 T18 3 1/2" FIBER CABLE 8.00 - 13.30 0.6000 0.6000

T18 4 3/8" RET Cable 8.00 - 13.30 0.6000 0.6000

T18 6 1 5/8" coax 8.00 - 13.30 0.6000 0.6000 T18 8 1 5/8" coax 8.00 - 13.30 0.6000 0.6000

T18 9 3/4" FIBER CABLE 8.00 - 13.30 0.6000 0.6000 T18 10 1 1/4" Coax 8.00 - 13.30 0.6000 0.6000

T18 11 3/8" RET Cable 8.00 - 13.30 0.6000 0.6000

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 C From Face 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) C 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

***

Andrew UMWD-06516-2DH w/ Mount Pipe

(ATT)

A From Leg 4.000 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

3.807 4.203

3.386 4.211

0.042 0.079

Andrew UMWD-06516-2DH

w/ Mount Pipe

(ATT)

B From Leg 4.000

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

3.807

4.203

3.386

4.211

0.042

0.079


w/ Mount Pipe (ATT)

C From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.807

4.203

3.386

4.211

0.042

0.079

742-215 w/ Mount Pipe

(ATT)

A From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.411

3.811

3.052

3.729

0.033

0.065



US-NC-5012_SA_011017

Page

16 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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


(ATT)

B From Leg 4.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

3.411

3.811

3.052

3.729

0.033

0.065


(ATT)

C From Leg 4.000

0.000

0.000

0.0000 300.000 No Ice

1/2'' Ice

3.411

3.811

3.052

3.729

0.033

0.065

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 3.000

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 3.000 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 3.000

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

DC6-48-60-18-8F

(ATT)

A From Leg 3.000

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

DC6-48-60-18-8F

(ATT)

B From Leg 3.000

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

Kenwood T1671KT12

(ATT)

A From Leg 0.000

0.000 0.000

0.0000 300.000 No Ice

1/2'' Ice

15.000

24.000

15.000

24.000

0.663

1.325

Kenwood T1671KT12 (ATT)

B From Leg 0.000 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

15.000 24.000

15.000 24.000

0.663 1.325


C From Leg 0.000 0.000

0.000

0.0000 300.000 No Ice 1/2'' Ice

15.000 24.000

15.000 24.000

0.663 1.325

***


w/ Mount Pipe (ATT)

C From Leg 4.000

0.000 0.000

0.0000 292.000 No Ice

1/2'' Ice

3.807

4.203

3.389

4.211

0.042

0.079


C From Leg 0.000 0.000

0.000

0.0000 292.000 No Ice 1/2'' Ice

15.000 24.000

15.000 24.000

0.663 1.325

*** 741 989 w/Mount Pipe A From Leg 4.000

0.000 0.000

0.0000 280.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078

741 989 w/Mount Pipe B From Leg 4.000

0.000 0.000

0.0000 280.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078

741 989 w/Mount Pipe C From Leg 4.000

0.000 0.000

0.0000 280.000 No Ice

1/2'' Ice

3.786

4.400

3.389

4.428

0.042

0.078

Kathrein 800 10309V01 w/ A From Leg 4.000 0.0000 280.000 No Ice 7.786 5.408 0.055



US-NC-5012_SA_011017

Page

17 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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

Mount Pipe 0.000

0.000

1/2'' Ice 8.348 6.595 0.113

Kathrein 800 10309V01 w/

Mount Pipe

B From Leg 4.000

0.000

0.000

0.0000 280.000 No Ice

1/2'' Ice

7.786

8.348

5.408

6.595

0.055

0.113

Kathrein 800 10309V01 w/

Mount Pipe

C From Leg 4.000

0.000 0.000

0.0000 280.000 No Ice

1/2'' Ice

7.786

8.348

5.408

6.595

0.055

0.113

RRUS 11 A From Leg 3.000 0.000

0.000

0.0000 280.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 B From Leg 3.000 0.000

0.000

0.0000 280.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 C From Leg 3.000

0.000

0.000

0.0000 280.000 No Ice

1/2'' Ice

2.784

2.992

1.187

1.334

0.051

0.071

DC6-48-60-18-8F A From Leg 3.000

0.000 0.000

0.0000 280.000 No Ice

1/2'' Ice

2.200

2.398

2.200

2.398

0.019

0.041

SM 407-3 C 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

Force Totals

Load Case

Vertical Forces

K

Sum of Forces

X K

Sum of Forces

Z K

Sum of Overturning

Moments, Mx

kip-ft

Sum of Overturning

Moments, Mz

kip-ft

Sum of Torques

kip-ft

Leg Weight 37.701

Bracing Weight 31.849 Total Member Self-Weight 69.550 -9.442 -11.246

Total Weight 81.435 -9.442 -11.246

Wind 0 deg - No Ice 0.008 -82.253 -12126.813 -13.671 14.045

Wind 30 deg - No Ice 40.055 -69.361 -10422.174 -6025.840 4.846

Wind 60 deg - No Ice 70.233 -40.549 -6143.506 -10635.756 -5.065 Wind 90 deg - No Ice 82.267 -0.008 -11.867 -12373.102 -14.005

Wind 120 deg - No Ice 72.773 42.006 6184.638 -10744.557 -19.794

Wind 150 deg - No Ice 37.489 64.932 9649.851 -5588.041 -16.839 Wind 180 deg - No Ice -0.008 74.316 11132.686 -8.821 -12.008

Wind 210 deg - No Ice -40.055 69.361 10403.290 6003.348 -4.846 Wind 240 deg - No Ice -77.107 44.517 6612.244 11457.850 5.590

Wind 270 deg - No Ice -82.267 0.008 -7.017 12350.610 14.005

Wind 300 deg - No Ice -65.899 -38.037 -5715.900 9877.479 17.232 Wind 330 deg - No Ice -37.489 -64.932 -9668.734 5565.549 16.839

Member Ice 22.463 Total Weight Ice 121.069 -26.466 -27.810

Wind 0 deg - Ice -0.000 -6.153 -958.254 -27.785 0.460

Wind 30 deg - Ice 3.037 -5.261 -835.118 -494.657 0.043 Wind 60 deg - Ice 5.340 -3.083 -503.046 -853.270 -0.373



US-NC-5012_SA_011017

Page

18 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Load Case

Vertical Forces

K

Sum of Forces

X K

Sum of Forces

Z K

Sum of Overturning

Moments, Mx

kip-ft

Sum of Overturning

Moments, Mz

kip-ft

Sum of Torques

kip-ft

Wind 90 deg - Ice 6.227 0.000 -26.441 -985.175 -0.706

Wind 120 deg - Ice 5.460 3.153 451.264 -855.213 -0.869 Wind 150 deg - Ice 2.888 5.002 738.163 -469.269 -0.662

Wind 180 deg - Ice 0.000 5.715 852.246 -27.835 -0.386

Wind 210 deg - Ice -3.037 5.261 782.186 439.037 -0.043 Wind 240 deg - Ice -5.719 3.302 476.652 843.616 0.401

Wind 270 deg - Ice -6.227 -0.000 -26.491 929.555 0.706

Wind 300 deg - Ice -5.082 -2.934 -477.658 753.628 0.767

Wind 330 deg - Ice -2.888 -5.002 -791.095 413.649 0.662

Total Weight 81.435 -9.442 -11.246 Wind 0 deg - Service 0.002 -18.951 -2789.467 3.730 3.236

Wind 30 deg - Service 9.229 -15.981 -2396.718 -1381.474 1.117 Wind 60 deg - Service 16.182 -9.342 -1410.913 -2443.598 -1.167

Wind 90 deg - Service 18.954 -0.002 1.817 -2843.883 -3.227

Wind 120 deg - Service 16.767 9.678 1429.492 -2468.666 -4.561 Wind 150 deg - Service 8.637 14.960 2227.877 -1280.605 -3.880

Wind 180 deg - Service -0.002 17.123 2569.522 4.847 -2.767 Wind 210 deg - Service -9.229 15.981 2401.469 1390.051 -1.117

Wind 240 deg - Service -17.765 10.257 1528.012 2646.768 1.288

Wind 270 deg - Service -18.954 0.002 2.934 2852.460 3.227 Wind 300 deg - Service -15.183 -8.764 -1312.392 2282.651 3.970

Wind 330 deg - Service -8.637 -14.960 -2223.125 1289.182 3.880

Load Combinations

Comb.

No.

Description

1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice

3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice

5 0.9 Dead+1.6 Wind 30 deg - No Ice














26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp

28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp



US-NC-5012_SA_011017

Page

19 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Comb. No.

Description

30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp






39 Dead+Wind 0 deg - Service


41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service






Maximum Reactions

Location Condition Gov. Load

Comb.

Vertical K

Horizontal, X K

Horizontal, Z K

Leg C Max. Vert 18 774.032 74.536 -43.214 Max. Hx 18 774.032 74.536 -43.214

Max. Hz 7 -662.930 -64.550 37.433 Min. Vert 7 -662.930 -64.550 37.433

Min. Hx 7 -662.930 -64.550 37.433

Min. Hz 18 774.032 74.536 -43.214 Leg B Max. Vert 10 774.615 -74.335 -43.560

Max. Hx 23 -662.081 64.358 37.714 Max. Hz 23 -662.081 64.358 37.714

Min. Vert 23 -662.081 64.358 37.714

Min. Hx 10 774.615 -74.335 -43.560 Min. Hz 10 774.615 -74.335 -43.560

Leg A Max. Vert 2 774.802 0.396 86.159 Max. Hx 21 24.592 10.688 2.030

Max. Hz 2 774.802 0.396 86.159

Min. Vert 15 -661.941 -0.335 -74.590

Min. Hx 9 24.864 -10.676 2.048

Min. Hz 15 -661.941 -0.335 -74.590

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 81.435 0.000 -0.000 -9.444 -11.251 -0.000

1.2 Dead+1.6 Wind 0 deg - No Ice

97.722 0.013 -142.430 -21212.005 -17.534 22.490

0.9 Dead+1.6 Wind 0 deg - No 73.291 0.013 -142.427 -21188.718 -14.148 22.490



US-NC-5012_SA_011017

Page

20 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Load Combination

Vertical

K

Shearx

K

Shearz

K

Overturning Moment, Mx

kip-ft

Overturning Moment, Mz

kip-ft

Torque

kip-ft

Ice 1.2 Dead+1.6 Wind 30 deg - No

Ice

97.722 65.824 -113.983 -17154.815 -9915.765 7.782

0.9 Dead+1.6 Wind 30 deg - No

Ice

73.291 65.822 -113.981 -17135.340 -9902.709 7.784


97.722 112.370 -64.877 -9836.018 -17030.185 -8.124


Ice

73.292 112.371 -64.877 -9824.044 -17010.988 -8.118


Ice

97.722 131.624 -0.013 -15.288 -19811.312 -22.476


Ice

73.291 131.621 -0.013 -12.382 -19788.689 -22.468

1.2 Dead+1.6 Wind 120 deg -

No Ice

97.722 123.355 71.203 10585.412 -18375.871 -31.717


73.291 123.352 71.202 10578.037 -18354.781 -31.711


97.722 65.801 113.970 17128.204 -9909.059 -26.932


No Ice

73.291 65.799 113.967 17114.355 -9896.110 -26.928


No Ice

97.719 -0.027 129.671 19630.783 -9.612 -18.973


No Ice

73.292 -0.013 129.732 19615.706 -6.328 -19.218


No Ice

97.722 -65.824 113.983 17132.096 9888.783 -7.783


73.291 -65.823 113.981 17118.241 9882.589 -7.784


No Ice

97.722 -123.368 71.226 10592.268 18352.671 8.970


No Ice

73.291 -123.365 71.225 10584.885 18338.339 8.964


No Ice

97.722 -131.624 0.013 -7.501 19784.297 22.477


73.291 -131.621 0.014 -4.602 19768.431 22.468


97.722 -112.357 -64.854 -9829.044 16998.956 27.606


No Ice

73.292 -112.357 -64.854 -9817.390 16986.801 27.592


No Ice

97.720 -65.801 -113.968 -17150.915 9882.033 26.898


No Ice

73.291 -65.799 -113.968 -17131.450 9875.715 26.927

1.2 Dead+1.0 Ice+1.0 Temp 137.356 0.000 -0.000 -28.364 -30.082 -0.000 1.2 Dead+1.0 Wind 0 deg+1.0

Ice+1.0 Temp

137.356 -0.000 -6.603 -1037.856 -30.061 0.463

1.2 Dead+1.0 Wind 30 deg+1.0

Ice+1.0 Temp

137.356 3.113 -5.392 -860.282 -510.299 0.042

1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp

137.356 5.340 -3.083 -506.611 -858.308 -0.376


137.356 6.226 0.000 -28.390 -990.593 -0.710

1.2 Dead+1.0 Wind 120

deg+1.0 Ice+1.0 Temp

137.356 5.719 3.302 476.296 -904.257 -0.875

1.2 Dead+1.0 Wind 150


137.356 3.113 5.392 803.366 -510.377 -0.669


137.356 0.000 6.166 927.949 -30.117 -0.388

1.2 Dead+1.0 Wind 210 137.356 -3.113 5.392 803.349 450.151 -0.040



US-NC-5012_SA_011017

Page

21 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Load Combination

Vertical

K

Shearx

K

Shearz

K

Overturning Moment, Mx

kip-ft

Overturning Moment, Mz

kip-ft

Torque

kip-ft

deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240


137.356 -5.718 3.302 476.250 844.056 0.405

1.2 Dead+1.0 Wind 270


137.356 -6.226 -0.000 -28.430 930.378 0.709


137.356 -5.340 -3.083 -506.655 798.153 0.772

1.2 Dead+1.0 Wind 330


137.356 -3.113 -5.392 -860.308 450.158 0.667

Dead+Wind 0 deg - Service 81.435 0.002 -20.510 -3060.713 -11.814 3.240

Dead+Wind 30 deg - Service 81.435 9.479 -16.414 -2476.756 -1436.328 1.115 Dead+Wind 60 deg - Service 81.435 16.181 -9.342 -1423.348 -2460.179 -1.173

Dead+Wind 90 deg - Service 81.435 18.954 -0.002 -9.963 -2860.531 -3.228 Dead+Wind 120 deg - Service 81.435 17.763 10.253 1515.684 -2654.003 -4.563

Dead+Wind 150 deg - Service 81.435 9.475 16.412 2457.211 -1435.453 -3.883

Dead+Wind 180 deg - Service 81.435 -0.002 18.681 2817.352 -10.700 -2.771 Dead+Wind 210 deg - Service 81.435 -9.479 16.414 2457.783 1413.918 -1.112

Dead+Wind 240 deg - Service 81.435 -17.765 10.257 1516.659 2632.051 1.294 Dead+Wind 270 deg - Service 81.435 -18.954 0.002 -8.839 2838.027 3.230

Dead+Wind 300 deg - Service 81.435 -16.179 -9.339 -1422.375 2437.112 3.972

Dead+Wind 330 deg - Service 81.435 -9.475 -16.412 -2476.176 1412.843 3.886

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 -81.435 0.000 -0.000 81.435 0.000 0.000%

2 0.013 -97.722 -142.433 -0.013 97.722 142.430 0.002% 3 0.013 -73.292 -142.433 -0.013 73.291 142.427 0.004%

4 65.825 -97.722 -113.986 -65.824 97.722 113.983 0.002%

5 65.825 -73.292 -113.986 -65.822 73.291 113.981 0.004% 6 112.373 -97.722 -64.878 -112.370 97.722 64.877 0.002%

7 112.373 -73.292 -64.878 -112.371 73.292 64.877 0.002% 8 131.627 -97.722 -0.013 -131.624 97.722 0.013 0.002%

9 131.627 -73.292 -0.013 -131.621 73.291 0.013 0.004%

10 123.357 -97.722 71.205 -123.355 97.722 -71.203 0.002% 11 123.357 -73.292 71.205 -123.352 73.291 -71.202 0.004%

12 65.802 -97.722 113.973 -65.801 97.722 -113.970 0.002% 13 65.802 -73.292 113.973 -65.799 73.291 -113.967 0.004%

14 -0.013 -97.722 129.734 0.027 97.719 -129.671 0.040%

15 -0.013 -73.292 129.734 0.013 73.292 -129.732 0.002%

16 -65.825 -97.722 113.986 65.824 97.722 -113.983 0.002%

17 -65.825 -73.292 113.986 65.823 73.291 -113.981 0.004% 18 -123.370 -97.722 71.228 123.368 97.722 -71.226 0.002%

19 -123.370 -73.292 71.228 123.365 73.291 -71.225 0.004%

20 -131.627 -97.722 0.013 131.624 97.722 -0.013 0.002% 21 -131.627 -73.292 0.013 131.621 73.291 -0.014 0.004%

22 -112.359 -97.722 -64.855 112.357 97.722 64.854 0.002% 23 -112.359 -73.292 -64.855 112.357 73.292 64.854 0.002%

24 -65.802 -97.722 -113.973 65.801 97.720 113.968 0.003%

25 -65.802 -73.292 -113.973 65.799 73.291 113.968 0.004% 26 0.000 -137.356 0.000 -0.000 137.356 0.000 0.000%

27 -0.000 -137.356 -6.604 0.000 137.356 6.603 0.000% 28 3.113 -137.356 -5.393 -3.113 137.356 5.392 0.000%

29 5.340 -137.356 -3.083 -5.340 137.356 3.083 0.000%

30 6.227 -137.356 0.000 -6.226 137.356 -0.000 0.000% 31 5.719 -137.356 3.302 -5.719 137.356 -3.302 0.000%



US-NC-5012_SA_011017

Page

22 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Load

Comb.

Sum of Applied Forces Sum of Reactions % Error PX

K

PY

K

PZ

K

PX

K

PY

K

PZ

K

32 3.113 -137.356 5.393 -3.113 137.356 -5.392 0.000% 33 0.000 -137.356 6.166 -0.000 137.356 -6.166 0.000%

34 -3.113 -137.356 5.393 3.113 137.356 -5.392 0.000% 35 -5.719 -137.356 3.302 5.718 137.356 -3.302 0.000%

36 -6.227 -137.356 -0.000 6.226 137.356 0.000 0.000%

37 -5.340 -137.356 -3.083 5.340 137.356 3.083 0.000% 38 -3.113 -137.356 -5.393 3.113 137.356 5.392 0.000%

39 0.002 -81.435 -20.510 -0.002 81.435 20.510 0.000%

40 9.479 -81.435 -16.414 -9.479 81.435 16.414 0.000%

41 16.182 -81.435 -9.342 -16.181 81.435 9.342 0.000%

42 18.954 -81.435 -0.002 -18.954 81.435 0.002 0.000% 43 17.763 -81.435 10.254 -17.763 81.435 -10.253 0.000%

44 9.476 -81.435 16.412 -9.475 81.435 -16.412 0.000% 45 -0.002 -81.435 18.682 0.002 81.435 -18.681 0.000%

46 -9.479 -81.435 16.414 9.479 81.435 -16.414 0.000%

47 -17.765 -81.435 10.257 17.765 81.435 -10.257 0.000% 48 -18.954 -81.435 0.002 18.954 81.435 -0.002 0.000%

49 -16.180 -81.435 -9.339 16.179 81.435 9.339 0.000% 50 -9.476 -81.435 -16.412 9.475 81.435 16.412 0.000%

Non-Linear Convergence Results

Load Combination

Converged? Number of Cycles

Displacement Tolerance

Force Tolerance

1 Yes 6 0.00000001 0.00000601

2 Yes 11 0.00003172 0.00007661

3 Yes 10 0.00006128 0.00013503 4 Yes 11 0.00003348 0.00008101

5 Yes 10 0.00006574 0.00014517 6 Yes 11 0.00003502 0.00008482

7 Yes 11 0.00000001 0.00006393

8 Yes 11 0.00003348 0.00008101 9 Yes 10 0.00006574 0.00014518

10 Yes 11 0.00003172 0.00007661 11 Yes 10 0.00006128 0.00013503

12 Yes 11 0.00003350 0.00008109

13 Yes 10 0.00006575 0.00014524 14 Yes 11 0.00003454 0.00009097

15 Yes 11 0.00000001 0.00006402 16 Yes 11 0.00003350 0.00008113

17 Yes 10 0.00006576 0.00014533

18 Yes 11 0.00003172 0.00007667 19 Yes 10 0.00006126 0.00013509

20 Yes 11 0.00003350 0.00008113 21 Yes 10 0.00006576 0.00014533

22 Yes 11 0.00003506 0.00008498

23 Yes 11 0.00000001 0.00006401 24 Yes 11 0.00003379 0.00008123

25 Yes 10 0.00006575 0.00014524 26 Yes 6 0.00000001 0.00002922

27 Yes 11 0.00000001 0.00007785

28 Yes 11 0.00000001 0.00007505 29 Yes 11 0.00000001 0.00007475

30 Yes 11 0.00000001 0.00007443 31 Yes 11 0.00000001 0.00007683

32 Yes 11 0.00000001 0.00007550



US-NC-5012_SA_011017

Page

23 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

33 Yes 11 0.00000001 0.00007673

34 Yes 11 0.00000001 0.00007717 35 Yes 11 0.00000001 0.00007977

36 Yes 11 0.00000001 0.00007777 37 Yes 11 0.00000001 0.00007777

38 Yes 11 0.00000001 0.00007681

39 Yes 11 0.00000001 0.00006371 40 Yes 11 0.00000001 0.00006408

41 Yes 11 0.00000001 0.00006470 42 Yes 11 0.00000001 0.00006408

43 Yes 11 0.00000001 0.00006370

44 Yes 11 0.00000001 0.00006440 45 Yes 11 0.00000001 0.00006525

46 Yes 11 0.00000001 0.00006468 47 Yes 11 0.00000001 0.00006418

48 Yes 11 0.00000001 0.00006468

49 Yes 11 0.00000001 0.00006525 50 Yes 11 0.00000001 0.00006441

Maximum Tower Deflections - Service Wind

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T1 300 - 280 6.787 47 0.2739 0.0234

T2 280 - 260 5.652 47 0.2487 0.0180

T3 260 - 240 4.675 39 0.2082 0.0050

T4 240 - 220 3.854 39 0.1743 0.0017 T5 220 - 200 3.162 39 0.1481 0.0021

T6 200 - 180 2.563 39 0.1273 0.0025 T7 180 - 160 2.051 39 0.1066 0.0024

T8 160 - 140 1.614 39 0.0927 0.0023

T9 140 - 120 1.239 39 0.0781 0.0020 T10 120 - 100 0.917 39 0.0664 0.0018

T11 100 - 80 0.644 39 0.0543 0.0015 T12 80 - 60 0.420 39 0.0420 0.0011

T13 60 - 53.3 0.240 39 0.0315 0.0008

T14 53.3 - 40 0.190 39 0.0279 0.0007 T15 40 - 33.3 0.115 39 0.0208 0.0005

T16 33.3 - 20 0.080 39 0.0172 0.0004 T17 20 - 13.3 0.034 47 0.0100 0.0003

T18 13.3 - 0 0.016 47 0.0066 0.0002

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 47 6.787 0.2739 0.0234 110071

292.000 Andrew UMWD-06516-2DH w/ Mount Pipe

47 6.323 0.2653 0.0221 68794

280.000 741 989 w/Mount Pipe 47 5.652 0.2487 0.0180 28741



US-NC-5012_SA_011017

Page

24 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Maximum Tower Deflections - Design Wind

Section

No.

Elevation

ft

Horz.

Deflection in

Gov.

Load Comb.

Tilt

°

Twist

°

T1 300 - 280 47.004 18 1.8659 0.1636

T2 280 - 260 39.259 18 1.7020 0.1254 T3 260 - 240 32.439 2 1.4391 0.0349

T4 240 - 220 26.731 2 1.2102 0.0120 T5 220 - 200 21.930 2 1.0282 0.0147

T6 200 - 180 17.773 2 0.8831 0.0171

T7 180 - 160 14.223 2 0.7395 0.0169 T8 160 - 140 11.190 2 0.6424 0.0157

T9 140 - 120 8.589 2 0.5415 0.0141 T10 120 - 100 6.356 2 0.4601 0.0122

T11 100 - 80 4.469 2 0.3763 0.0102

T12 80 - 60 2.914 2 0.2908 0.0080 T13 60 - 53.3 1.666 2 0.2181 0.0056

T14 53.3 - 40 1.320 2 0.1935 0.0050 T15 40 - 33.3 0.797 2 0.1444 0.0037

T16 33.3 - 20 0.558 2 0.1192 0.0030

T17 20 - 13.3 0.236 18 0.0691 0.0018 T18 13.3 - 0 0.112 19 0.0459 0.0012

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 18 47.004 1.8659 0.1636 17535

292.000 Andrew UMWD-06516-2DH w/

Mount Pipe

18 43.845 1.8098 0.1545 10959

280.000 741 989 w/Mount Pipe 18 39.259 1.7020 0.1254 4564

Compression Checks

Leg Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 280 Pipe 2.875x0.203 20.000 4.000 50.7 K=1.00

1.7040 -41.581 63.560 0.654 1

T2 280 - 260 Pipe 3.5'' x 0.300'' (3 XS) 20.033 5.008 52.9

K=1.00

3.0159 -96.124 110.613 0.869 1

T3 260 - 240 P4x.337 20.033 5.008 40.7

K=1.00 4.4074 -143.071 175.711 0.814 1

T4 240 - 220 Pipe 5.563'' x 0.375'' (5

XS)

20.033 6.678 43.6

K=1.00

6.1120 -185.760 239.388 0.776 1

T5 220 - 200 P5.563x.5 20.033 6.678 44.5

K=1.00

7.9529 -230.856 309.541 0.746 1



US-NC-5012_SA_011017

Page

25 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

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 Pipe 8.625'' x 0.322'' (8

STD)

20.033 6.678 27.3

K=1.00

8.3993 -277.225 357.954 0.774 1

T7 180 - 160 P8.625X.5 20.033 10.017 41.8

K=1.00 12.7627 -321.541 505.555 0.636 1

T8 160 - 140 P8.625X.5 20.033 10.017 41.8

K=1.00

12.7627 -371.156 505.555 0.734 1

T9 140 - 120 P10x.5 20.033 10.017 33.1

K=1.00

16.1007 -422.342 668.659 0.632 1

T10 120 - 100 P10x.5 20.033 10.017 33.1

K=1.00 16.1007 -475.701 668.659 0.711 1

T11 100 - 80 P10x.5 20.033 10.017 33.1

K=1.00

16.1007 -530.343 668.659 0.793 1

T12 80 - 60 P12x.5 20.033 10.017 27.7

K=1.00 19.2423 -587.774 818.560 0.718 1

T13 60 - 53.3 P12x.5 6.711 6.711 18.6

K=1.00

19.2423 -617.473 844.321 0.731 1

T14 53.3 - 40 P12x.5 13.322 6.661 18.4

K=1.00

19.2423 -613.384 844.637 0.726 1

T15 40 - 33.3 P12x.5 6.711 6.711 18.6

K=1.00 19.2423 -677.099 844.321 0.802 1

T16 33.3 - 20 P12x.5 13.322 6.661 18.4

K=1.00

19.2423 -673.249 844.637 0.797 1

T17 20 - 13.3 P14x.5 6.711 6.711 16.9

K=1.00 21.2057 -734.006 934.627 0.785 1

T18 13.3 - 0 P14x.5 13.322 6.661 16.7

K=1.00

21.2057 -732.942 934.916 0.784 1

1 P u / Pn controls

Diagonal Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T1 300 - 280 L2x2x1/8 6.403 3.048 99.0 K=1.08

0.4844 -5.768 9.210 0.626 1

T2 280 - 260 L2x2x1/8 8.401 4.175 124.6

K=0.99

0.4844 -6.143 6.882 0.893 1

T3 260 - 240 L2x2x3/16 10.079 4.967 143.9

K=0.95

0.7150 -6.420 7.802 0.823 1

T4 240 - 220 L2 1/2x2 1/2x1/4 12.580 6.213 144.3

K=0.95 1.1900 -7.830 12.909 0.607 1

T5 220 - 200 L3x3x3/16 14.315 7.084 137.3

K=0.96

1.0900 -8.750 13.065 0.670 1

T6 200 - 180 L3x3x1/4 16.112 7.844 149.8

K=0.94 1.4400 -10.173 14.504 0.701 1

T7 180 - 160 L3 1/2x3 1/2x1/4 19.296 9.520 154.0

K=0.94

1.6900 -12.496 16.091 0.777 1



US-NC-5012_SA_011017

Page

26 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T8 160 - 140 L3 1/2x4x5/16 21.032 10.392 158.8

K=0.93

2.2500 -13.965 20.166 0.693 1

T9 140 - 120 L4x4x5/16 22.811 11.185 157.9

K=0.93 2.4000 -15.669 21.746 0.721 1

T10 120 - 100 L4x4x3/8 24.624 12.095 169.0

K=0.92

2.8600 -17.539 22.634 0.775 1

T11 100 - 80 L4x4x3/8 26.464 13.018 179.7

K=0.91

2.8600 -19.209 20.016 0.960 1

T12 80 - 60 L5x5x5/16 28.326 13.862 156.1

K=0.93 3.0300 -20.851 28.084 0.742 1

T13 60 - 53.3 L5x5x5/16 15.072 14.479 153.7

K=0.88

3.0300 -24.497 28.975 0.845 1

T14 53.3 - 40 L4x6x3/8 19.680 9.840 131.2

K=0.97 3.6100 -34.514 47.087 0.733 1

T15 40 - 33.3 L5x5x5/16 15.974 15.389 160.5

K=0.86

3.0300 -22.462 26.587 0.845 1

T16 33.3 - 20 L4x6x3/8 20.428 10.214 135.1

K=0.97

3.6100 -34.338 44.664 0.769 1

T17 20 - 13.3 L5x5x3/8 16.887 16.308 167.8

K=0.85 3.6100 -25.480 28.974 0.879 1

T18 13.3 - 0 L4x6x3/8 21.196 10.598 139.1

K=0.96

3.6100 -34.740 42.148 0.824 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

T14 53.3 - 40 L4x4x5/16 27.670 27.139 128.7 K=0.49

2.4000 -10.708 32.529 0.329 1

T16 33.3 - 20 L4x4x3/8 29.670 29.139 136.9

K=0.48

2.8600 -11.742 34.469 0.341 1

T18 13.3 - 0 L5x5x5/16 31.670 31.087 119.4

K=0.50 3.0300 -12.729 45.932 0.277 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 L2x2x1/8 5.000 4.760 134.6

K=0.94

0.4844 -1.143 6.036 0.189 1



US-NC-5012_SA_011017

Page

27 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

1 P u / Pn controls

Redundant Horizontal (1) Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T14 53.3 - 40 L3x3x3/8 6.918 6.386 130.6

K=1.00

2.1100 -10.637 27.870 0.382 1

T16 33.3 - 20 L3x3x3/8 7.418 6.886 140.8

K=1.00 2.1100 -11.676 24.053 0.485 1

T18 13.3 - 0 L3x3x3/8 7.918 7.334 149.9

K=1.00

2.1100 -12.711 21.205 0.599 1

1 P u / Pn controls

Redundant Diagonal (1) Design Data (Compression)

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T14 53.3 - 40 L3x3x1/4 9.361 8.606 174.4 K=1.00

1.4400 -7.245 10.691 0.678 1

T16 33.3 - 20 L3x3x1/4 9.719 8.990 182.2

K=1.00

1.4400 -7.693 9.795 0.785 1

T18 13.3 - 0 L3 1/2x4x1/4 10.089 9.314 152.3

K=1.00 1.8100 -8.110 17.637 0.460 1

1 P u / Pn controls

Inner Bracing Design Data (Compression)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T13 60 - 53.3 L3x3x1/4 13.835 13.835 280.4

K=1.00

1.4400 -0.019 4.136 0.005 1

KL/R > 250 (C) - 257

T15 40 - 33.3 L3x3x1/4 14.835 14.835 300.7

K=1.00

1.4400 -0.020 3.598 0.005 1

KL/R > 250 (C) - 293

T17 20 - 13.3 L3 1/2x3 1/2x1/4 15.835 15.835 273.8 K=1.00

1.6900 -0.022 5.093 0.004 1



US-NC-5012_SA_011017

Page

28 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

KL/R > 250 (C) - 329

1 P u / Pn controls

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 Pipe 2.875x0.203 20.000 4.000 50.7 1.7040 37.639 76.682 0.491 1

T2 280 - 260 Pipe 3.5'' x 0.300'' (3 XS) 20.033 5.008 52.9 3.0159 88.255 135.717 0.650 1

T3 260 - 240 P4x.337 20.033 5.008 40.7 4.4074 131.940 198.335 0.665 1

T4 240 - 220 Pipe 5.563'' x 0.375'' (5

XS)

20.033 6.678 43.6 6.1120 170.821 275.039 0.621 1

T5 220 - 200 P5.563x.5 20.033 6.678 44.5 7.9529 211.120 357.882 0.590 1

T6 200 - 180 Pipe 8.625'' x 0.322'' (8

STD) 20.033 6.678 27.3 8.3993 251.963 377.967 0.667 1

T7 180 - 160 P8.625X.5 20.033 10.017 41.8 12.7627 290.567 574.322 0.506 1

T8 160 - 140 P8.625X.5 20.033 10.017 41.8 12.7627 333.099 574.322 0.580 1

T9 140 - 120 P10x.5 20.033 10.017 33.1 16.1007 376.240 724.530 0.519 1

T10 120 - 100 P10x.5 20.033 10.017 33.1 16.1007 420.733 724.530 0.581 1

T11 100 - 80 P10x.5 20.033 10.017 33.1 16.1007 466.029 724.530 0.643 1

T12 80 - 60 P12x.5 20.033 10.017 27.7 19.2423 512.888 865.902 0.592 1

T13 60 - 53.3 P12x.5 6.711 6.711 18.6 19.2423 537.893 865.902 0.621 1

T14 53.3 - 40 P12x.5 13.322 6.661 18.4 19.2423 532.372 865.902 0.615 1

T15 40 - 33.3 P12x.5 6.711 6.711 18.6 19.2423 585.963 865.902 0.677 1

T16 33.3 - 20 P12x.5 13.322 6.661 18.4 19.2423 580.632 865.902 0.671 1

T17 20 - 13.3 P14x.5 6.711 6.711 16.9 21.2057 631.593 954.259 0.662 1

T18 13.3 - 0 P14x.5 13.322 6.661 16.7 21.2057 627.940 954.259 0.658 1



US-NC-5012_SA_011017

Page

29 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

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 L2x2x1/8 6.403 3.048 58.4 0.4844 5.496 15.694 0.350 1

T2 280 - 260 L2x2x1/8 7.251 3.617 69.3 0.4844 6.414 15.694 0.409 1

T3 260 - 240 L2x2x3/16 9.648 4.754 92.5 0.7150 6.288 23.166 0.271 1

T4 240 - 220 L2 1/2x2 1/2x1/4 12.580 6.213 97.0 1.1900 7.616 38.556 0.198 1

T5 220 - 200 L3x3x3/16 14.315 7.084 90.5 1.0900 8.543 35.316 0.242 1

T6 200 - 180 L3x3x1/4 16.112 7.844 101.2 1.4400 9.948 46.656 0.213 1

T7 180 - 160 L3 1/2x3 1/2x1/4 19.296 9.520 104.8 1.6900 12.187 54.756 0.223 1

T8 160 - 140 L3 1/2x4x5/16 21.032 10.392 116.5 2.2500 13.650 72.900 0.187 1

T9 140 - 120 L4x4x5/16 22.811 11.185 108.2 2.4000 15.345 77.760 0.197 1

T10 120 - 100 L4x4x3/8 24.624 12.095 118.0 2.8600 17.233 92.664 0.186 1

T11 100 - 80 L4x4x3/8 26.464 13.018 127.0 2.8600 18.860 92.664 0.204 1

T12 80 - 60 L5x5x5/16 28.326 13.862 106.0 3.0300 20.927 98.172 0.213 1

T13 60 - 53.3 L5x5x5/16 15.072 14.479 110.7 3.0300 22.263 98.172 0.227 1

T14 53.3 - 40 L4x6x3/8 19.680 9.840 117.6 3.6100 30.947 116.964 0.265 1

T15 40 - 33.3 L5x5x5/16 15.974 15.389 117.6 3.0300 22.201 98.172 0.226 1

T16 33.3 - 20 L4x6x3/8 20.428 10.214 122.4 3.6100 31.783 116.964 0.272 1

T17 20 - 13.3 L5x5x3/8 16.887 16.308 125.4 3.6100 23.307 116.964 0.199 1

T18 13.3 - 0 L4x6x3/8 21.196 10.598 126.9 3.6100 32.050 116.964 0.274 1

1 P u / Pn controls

Horizontal Design Data (Tension)



US-NC-5012_SA_011017

Page

30 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T14 53.3 - 40 L4x4x5/16 27.670 27.139 262.6 2.4000 10.708 77.760 0.138 1

T16 33.3 - 20 L4x4x3/8 29.670 29.139 284.3 2.8600 11.742 92.664 0.127 1

T18 13.3 - 0 L5x5x5/16 31.670 31.087 237.6 3.0300 12.729 98.172 0.130 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 L2x2x1/8 5.000 4.760 91.2 0.4844 1.189 15.694 0.076 1

1 P u / Pn controls

Redundant Horizontal (1) Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T14 53.3 - 40 L3x3x3/8 6.918 6.386 83.9 2.1100 10.637 68.364 0.156 1

T16 33.3 - 20 L3x3x3/8 7.418 6.886 90.5 2.1100 11.676 68.364 0.171 1

T18 13.3 - 0 L3x3x3/8 7.918 7.334 96.4 2.1100 12.711 68.364 0.186 1

1 P u / Pn controls

Redundant Diagonal (1) Design Data (Tension)

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

T14 53.3 - 40 L3x3x1/4 9.361 8.606 111.0 1.4400 7.245 46.656 0.155 1

T16 33.3 - 20 L3x3x1/4 9.719 8.990 116.0 1.4400 7.693 46.656 0.165 1

T18 13.3 - 0 L3 1/2x4x1/4 10.089 9.314 104.0 1.8100 8.110 58.644 0.138 1



US-NC-5012_SA_011017

Page

31 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

Pn

K

Ratio

Pu

Pn

1 P u / Pn controls

Section Capacity Table

Section

No.

Elevation

ft

Component

Type

Size Critical

Element

P

K

øPallow

K

%

Capacity

Pass

Fail

T1 300 - 280 Leg Pipe 2.875x0.203 1 -41.581 63.560 65.4 Pass

T2 280 - 260 Leg Pipe 3.5'' x 0.300'' (3 XS) 37 -96.124 110.613 86.9 Pass T3 260 - 240 Leg P4x.337 64 -143.071 175.711 81.4 Pass

T4 240 - 220 Leg Pipe 5.563'' x 0.375'' (5 XS) 91 -185.760 239.388 77.6 Pass T5 220 - 200 Leg P5.563x.5 112 -230.856 309.541 74.6 Pass

T6 200 - 180 Leg Pipe 8.625'' x 0.322'' (8 STD) 133 -277.225 357.954 77.4 Pass

T7 180 - 160 Leg P8.625X.5 154 -321.541 505.555 63.6 Pass T8 160 - 140 Leg P8.625X.5 171 -371.156 505.555 73.4 Pass

T9 140 - 120 Leg P10x.5 186 -422.342 668.659 63.2 Pass T10 120 - 100 Leg P10x.5 201 -475.701 668.659 71.1 Pass

T11 100 - 80 Leg P10x.5 216 -530.343 668.659 79.3 Pass

T12 80 - 60 Leg P12x.5 231 -587.774 818.560 71.8 Pass T13 60 - 53.3 Leg P12x.5 246 -617.473 844.321 73.1 Pass

T14 53.3 - 40 Leg P12x.5 261 -613.384 844.637 72.6 Pass

T15 40 - 33.3 Leg P12x.5 282 -677.099 844.321 80.2 Pass

T16 33.3 - 20 Leg P12x.5 297 -673.249 844.637 79.7 Pass

T17 20 - 13.3 Leg P14x.5 318 -734.006 934.627 78.5 Pass T18 13.3 - 0 Leg P14x.5 333 -732.942 934.916 78.4 Pass

T1 300 - 280 Diagonal L2x2x1/8 8 -5.768 9.210 62.6 Pass T2 280 - 260 Diagonal L2x2x1/8 44 -6.143 6.882 89.3 Pass

T3 260 - 240 Diagonal L2x2x3/16 71 -6.420 7.802 82.3 Pass

T4 240 - 220 Diagonal L2 1/2x2 1/2x1/4 98 -7.830 12.909 60.7 Pass T5 220 - 200 Diagonal L3x3x3/16 119 -8.750 13.065 67.0 Pass

T6 200 - 180 Diagonal L3x3x1/4 140 -10.173 14.504 70.1 Pass T7 180 - 160 Diagonal L3 1/2x3 1/2x1/4 162 -12.496 16.091 77.7 Pass

T8 160 - 140 Diagonal L3 1/2x4x5/16 174 -13.965 20.166 69.3 Pass



T13 60 - 53.3 Diagonal L5x5x5/16 252 -24.497 28.975 84.5 Pass

T14 53.3 - 40 Diagonal L4x6x3/8 268 -34.514 47.087 73.3 Pass T15 40 - 33.3 Diagonal L5x5x5/16 288 -22.462 26.587 84.5 Pass

T16 33.3 - 20 Diagonal L4x6x3/8 304 -34.338 44.664 76.9 Pass T17 20 - 13.3 Diagonal L5x5x3/8 324 -25.480 28.974 87.9 Pass

T18 13.3 - 0 Diagonal L4x6x3/8 340 -34.740 42.148 82.4 Pass

T14 53.3 - 40 Horizontal L4x4x5/16 250 -10.708 32.529 32.9 Pass T16 33.3 - 20 Horizontal L4x4x3/8 286 -11.742 34.469 34.1 Pass

T18 13.3 - 0 Horizontal L5x5x5/16 322 -12.729 45.932 27.7 Pass T1 300 - 280 Top Girt L2x2x1/8 5 -1.143 6.036 18.9 Pass

T14 53.3 - 40 Redund Horz 1

Bracing

L3x3x3/8 272 -10.637 27.870 38.2 Pass


Bracing

L3x3x3/8 308 -11.676 24.053 48.5 Pass


Bracing

L3x3x3/8 344 -12.711 21.205 59.9 Pass

T14 53.3 - 40 Redund Diag 1 Bracing

L3x3x1/4 273 -7.245 10.691 67.8 Pass

T16 33.3 - 20 Redund Diag 1 L3x3x1/4 312 -7.693 9.795 78.5 Pass



US-NC-5012_SA_011017

Page

32 of 32

Bennett & Pless

550 River Drive

Project


Date

09:06:03 01/16/17


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

Client

BlueSky Designed by

Chunhui Song

Section

No.

Elevation ft

Component Type

Size Critical Element

P K

øPallow

K %

Capacity Pass Fail

Bracing

T18 13.3 - 0 Redund Diag 1 Bracing

L3 1/2x4x1/4 345 -8.110 17.637 46.0 Pass

T13 60 - 53.3 Inner Bracing L3x3x1/4 257 -0.019 4.136 0.5 Pass

T15 40 - 33.3 Inner Bracing L3x3x1/4 293 -0.020 3.598 0.5 Pass T17 20 - 13.3 Inner Bracing L3 1/2x3 1/2x1/4 329 -0.022 5.093 0.4 Pass

Summary Leg (T2) 86.9 Pass

Diagonal

(T11)

96.0 Pass

Horizontal

(T16)

34.1 Pass

Top Girt

(T1)

18.9 Pass

Redund Horz 1

Bracing (T18)

59.9 Pass

Redund

Diag 1 Bracing

(T16)

78.5 Pass

Inner

Bracing

(T15)

0.5 Pass

RATING = 96.0 Pass

Program Version 7.0.7.0 - 7/18/2016 File:C:/Egnyte/Shared/Projects/2017/17000 - 17299 - GA/17003.xxx - Blue Sky/17003.001 - NC-5010 Exum SA for

ATT/1-16-17 report revise/US-NC-5012_SA_011617_ATT.eri



Attachment 2:

Collocation Application


Installation Type: Anchor Collocation Add to Existi ng

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

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:

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

Antenna Quantity

Dish Manufacturer

Dish Model# (attach Specs)

Shared Generator Peak Usage:Generator Owner:

W(ft)

Electrical Service Provider:

POWER REQUIREMENTS

Shelter:

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:

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

GROUND SPACE REQUIREMENTS

DIMS: L(ft)

Exisiting Lease Area:

Generator Required:

Collocation Application

BlueSky Towers, LLC Info

Antenna Manufacturer

NC-5012

1/11/2017

[email protected]

Sean Gormley

508-530-3564

508-530-3580

Contact/Agent Number:

Exum

[email protected]

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

Concrete Pad for Shelter:

Applicant Information

Email:

Email:

Email: Construction Contact Name:

Email:

704-424-1222

Nick Franck

Jason Martin

770-653-0638Number:

Camik McNeill

[email protected]

[email protected]

[email protected]

[email protected]

Applicant Contact Information

RF Contact Name:

Leasing Contact Name:

Shohel Chowdhury

Primary Contact/Agent Name:

Notice Address for Site License:

Deb Hitchcock

Email: 704-424-1234Number:

478-131

478-131

AT&T Mobility

Contact/Agent Company Name:

919-788-2492Number:

Jason Martin

919-389-5310

Contact/Agent Fax:

[email protected]

Ramsey Development Solutions

Tower Information

Desired RAD Center (Ft AGL)

Summary of Work to be Completed:

704-424-1234

SST

300'

Number: Account Payable Contact Name:

Total# Of Lines For Equipment In Column

Installation Status

Number:

Structure Type:

Antenna Dimensions (WxHxD)(Ft Or Inches)

SECTOR 3

Antenna Weight (Per Item, In Lbs.)

Removing (1) UMWD-06516-2DH @300'Removing (1) UMWD-06516-2DH @

300'Removing (1) UMWD-06516-2DH @ 300'Removing Equipment (If Applicable)

GSM GSM

1930-1975 1930-1975 1930-1975

GSM

W(ft)

TX Power Output

ERP (Watts)

Generator Make:

Cabinets:

Concrete Pad for Cabinets:

Cabinet/Shelter Manufacturer/Model:

BACK-UP POWER INFORMATION

Telco/Interconnect Requirements: T1

3

Generation Location:

Mount Type(Attach Specs)

Remove: (3) UMWD-06516-2DH antennas @300’,(4) STI 1 900AL-FULL3-Ex2-C TMA’s (ground mounted) Add: (2) 1 5/8” coax @292'. New Mount: Mount Replacement (3) T1761KT12_AD/(12) 2 7/ 8 PIPES @300'

Equipment Type

Applicant Must fill in all bolded sections

Tower Mount Mounting Height

Azimuths

Line Type

Fuel Tank Size:

New/Add'l Lease Area being requested:

DIMS: L(ft)

Electric Service Required (Amps/Volts)

Diameter Of Coax Cables (In)

Type & Model

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

EQUIPMENT SPECIFICATIONS

Structure Height:

SECTOR 4SECTOR 1 SECTOR 2

Antenna Model# (Attach Specs)

1 5/8"

2 @ 292'

New Cingullar Wireless PCS, LLC Contact Email:

AT&T Legal Department ATTN: Network Counsel 208 S. Akard Street, Dallas, TX 75202-4206

Fuel Tank Size:

Type of Technology

Manufacturer

34.1149722

-78.4646667

5278 Myrtlehead Road Ash, NC 28420

Removing (1) UMWD-06516-2DH @ 292'

Transmit Frequency (Mhz)

Antenna Gain (Db)

GSM

Dish Diam/Weight/Mount hgt or location

Transmitter/Receiver Type/RRU/Junction Boxes

1930-1975

1850-1895 1850-1895 1850-1895 1850-1895

16.65 16.65 16.65 16.65


Existing Equipment:

Comments: No change to existing lease area

Existing Lease Rights @ 300’ RC First Amendment 201 4:(6) UMWD-06516-2DH antennas(3) Kathrein 742-215 antennas(3) SBNHH-1D65C antennas(3) RRUS 11(12) 1 5/8” coax(2) Raycaps DC6(4) DC Power cables(1) Fiber cable(1) 3/8” RET cableExisting Lease Rights @ 292’ RC:(2) UMWD-06516-2DH antennas Ground Mounted:(11) STI 1900AL-FULL3-Ex2-C TMA’s(3) RRUS 22

Final Configuration after work is completed:

www.blueskytower.com

Final Configuration @ 300’ RC:(3) UMWD-06516-2DH antennas (3) Kathrein 742-215 antennas (3) SBNHH-1D65C antenna (3) RRUS 11(12) 1 5/8” coax(2) Raycap DC6(4) DC Power cable (1) Fiber cable(1) 3/8” RET CableFinal Configuration @ 292’ RC:(1) UMWD-06516-2DH antennas (2) 1 5/8” coaxGround Mounted:(7) STI 1900AL-FULL3-Ex2-C TMA’s(3) RRUS 22

New Mount: Mount Replacement (3) T1761KT12_AD/(12) 2 7/8 PIPESNo Change to existing lease area


structural analysis reportdocuments.brunswickcountync.gov/bcms/0/edoc/867031...750 park of commerce...

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