documents.brunswickcountync.govdocuments.brunswickcountync.gov/bcms/0/edoc/1829734... · structural...

Structural Analysis Report

Structure : 240 foot Self-Support

BST Site Name : Boones Neck

BST Site Number : NC-5009

Proposed Carrier : AT&T

Carrier Site Name : Boones Neck

Carrier Site Number : 478-158

Site Location : 2898 Boones Neck Road

Supply, NC 28462 (Brunswick County)

33.9264, -78.3327

Date : December 11, 2018

Max Member Stress Level : 92% (Tower)

: 63% (Foundation)

Result : PASS

Prepared by:

Bennett & Pless, Inc.

B&P Job No.: 18003.011

12/11/2018

Reviewedfor CodeCompliance

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

Bennett & Pless Inc. SA dated August 16, 2018 Valmont Structures Drawing No. 220955 dated August 6, 2008.

Foundation Information Valmont Structures Drawing No. 220955 dated August 6, 2008.

Geotechnical Information TEP Geotechnical Report #080943.06 dated June 24, 2008

Equipment Information Bennett & Pless Inc. SA dated August 16, 2018 Collocation Application from BlueSky Tower, November 15, 2018

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

241.0

- 3 Kenwood 12.5’ T-Frame Sector Mount

12

4

1

1

1

1

1 5/8” Coax

7/8” Coax

1/2” Fiber

3/8” RET

10 mm Fiber

7/8” DC Power

241.0

3 EPBQ-652L8H8 Panel

3 ACE XXQLH-654L8H8-iVT Panel

3 SBNHH-1D65C Panel

3 RRUS 11 RRU

3 RRUS B14 4478 RRU

3 RRUS 4426 B66 RRU

3 RRUS 32 B2 RRU

3 RRUS 32 RRU

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

1 DC6-48-60-18-8C OVP

1 DC6-48-60-18-8C-EV OVP

Note: All equipment shown in bold is proposed.

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

Design Criteria The tower was analyzed using tnxTower (Version 8.0.4.0) tower analysis software using the following design

criteria.

State Building Code 2018 North Carolina State Building Code (IBC 2015)

TIA/EIA Standard Code Rev G

Basic Wind Speed 148 MPH (Vult) / 115 MPH (Vasd)

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

Steel Grade Pirod Legs A572-50, SR Legs A572-50, Horizontals A36, Diagonals A36, SR Horizontals A572-50, SR Diagonals

A572-50, Bolts A325

Topographic Category 1

Exposure Category B

Importance Factor 1.0

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 foundations

has also been evaluated. The tower foundation is 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 does have sufficient capacity to support the proposed loading based on the

governing Building Code. The foundation is also acceptable.

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 561-288-1187.

Sincerely,

Analysis by:

Josh D. Turner

Project Manager

Reviewed by:

John Bozzetto, P.E.

Associate, Manager, South FL Office

12/11/2018

Reviewedfor CodeCompliance

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


47 Perimeter Center E Ste 500

Atlanta, GA Phone: (678) 990-8700

FAX: (678) 990-8701

Job: NC-5009 (Boone's Neck)

Project: SST Structural Analysis Client: BlueSky Drawn by: Josh Turner App'd:

Code: TIA-222-G Date: 12/11/18 Scale: NTS Path:

Z:\Projects\2018\18000 - 18299 - GA\18003.xxx - Blue Sky\18003.011 - NC-5009 Jenny's Branch SA\AT&T (2018-12-03)\NC-5009_SA_ATT_120318.eri

Dwg No. E-1

240.0 ft

230.0 ft

210.0 ft

200.0 ft

180.0 ft

160.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

0.0 ft

53 K

-516 K

59 K

580 K

ER REACTIONS AT BASE:

REDIONS

S

ectio

nT

1T

2T

3T

4T

5T

6T

7T

8T

9T

10

T11

T12

T13

L

eg

sS

R 1

3/4

SR

2A

Va

lmo

nt

20

76

29

Pir

od

19

55

59

Pir

od

19

55

60

Pir

od

13

92

83

Pir

od

13

92

84

Pir

od

13

92

85

L

eg

Gra

de

A5

72

-50

D

iag

on

als

SR

3/4

SR

1L

2 1

/2x2

1/2

x3

/16

L3

x3

x3

/16

L3

x3

x5

/16

L3

1/2

x3

1/2

x5

/16

2L

4x4

x1

/4x5

/8

D

iag

on

al G

rad

eA

57

2-5

0A

36

T

op

Gir

tsS

R 1

N.A

.

B

ott

om

Gir

tsS

R 1

N.A

.

F

ace

Wid

th (

ft)

4.5

56

81

01

21

41

61

82

02

22

42

6

#

Pa

ne

ls @

(ft

)4

@ 2

.47

91

79

@ 2

.21

29

61

1 @

10

5 @

20

W

eig

ht

(K)

0.5

1.5

1.0

2.2

2.4

3.2

3.4

4.3

5.7

5.8

7.4

7.5

8.3

53

.2

4' Lightning Rod 241 Beacon (.035k 2.250CAAA) 241 ACE XXQLH-654L8H8-iVT 241 ACE XXQLH-654L8H8-iVT 241 ACE XXQLH-654L8H8-iVT 241 EPBQ-652L8H8 241 EPBQ-652L8H8 241 EPBQ-652L8H8 241 SBNHH-1D65C w/ Mount Pipe 241 SBNHH-1D65C w/ Mount Pipe 241 SBNHH-1D65C w/ Mount Pipe 241 RRUS 11 241 RRUS 11 241 RRUS 11 241 RRUS-4478 B14 241 RRUS-4478 B14 241 RRUS-4478 B14 241 Ericsson 4426 B66 241 Ericsson 4426 B66 241 Ericsson 4426 B66 241 RRUS 32 B2 241 RRUS 32 B2 241 RRUS 32 B2 241 RRUS 32 241 RRUS 32 241 RRUS 32 241 DC6-48-60-18-8F 241 DC6-48-60-18-8C 241 DC6-48-60-18-8C-EV 241 (3) 12.5' T-Frame (Kenwood T1684KT12-4114)

241 741 989 w/Mount Pipe 215 741 989 w/Mount Pipe 215 741 989 w/Mount Pipe 215 800 10122 w/ Mount Pipe 215 800 10122 w/ Mount Pipe 215 800 10122 w/ Mount Pipe 215 RRUS-11 215 RRUS-11 215 RRUS-11 215 DC6-48-60-18-8F 215 (3) 10' T-Arm 215 8'x2.375" Pipe mount 215 8'x2.375" Pipe mount 215 8'x2.375" Pipe mount 215 Ericsson AIR32 B66AaB2a (T-Mobile) 205 Ericsson AIR32 B66AaB2a (T-Mobile) 205 Ericsson AIR32 B66AaB2a (T-Mobile) 205 Ericsson AIR32 B66AaB2a (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 SM 407-3 205 (2) E15R05P19 150 RRFDC-3315-PF-48 150 (2) RRUS 12 150 (2) RRUS 12 150 (2) RRUS 12 150 (2) RRUS A2 150 (2) RRUS A2 150 (2) RRUS A2 150 (3) 12' T-Frame Sector Mount 150 WBX045T19R000G w/ Mount Pipe 150 WBX045T19R000G w/ Mount Pipe 150 X7C-FRO-840-VRL4 150 X7C-FRO-840-VRL4 150 HBXX-6517DS-A2M 150 HBXX-6517DS-A2M 150 HBXX-6517DS-A2M 150 HBXX-6517DS-A2M 150 (2) X7C-FRO-860-VRL4 150 X7C-FRO-860-VRL4 150 X7C-FRO-860-VRL4 150 (2) E15R05P19 150 (2) E15R05P19 150DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION

4' Lightning Rod 241

Beacon (.035k 2.250CAAA) 241

ACE XXQLH-654L8H8-iVT 241



EPBQ-652L8H8 241

EPBQ-652L8H8 241

EPBQ-652L8H8 241

SBNHH-1D65C w/ Mount Pipe 241



RRUS 11 241

RRUS 11 241

RRUS 11 241

RRUS-4478 B14 241

RRUS-4478 B14 241

RRUS-4478 B14 241

Ericsson 4426 B66 241



RRUS 32 B2 241

RRUS 32 B2 241

RRUS 32 B2 241

RRUS 32 241

RRUS 32 241

RRUS 32 241

DC6-48-60-18-8F 241

DC6-48-60-18-8C 241

DC6-48-60-18-8C-EV 241

(3) 12.5' T-Frame (Kenwood T1684KT12-4114)

241

741 989 w/Mount Pipe 215



800 10122 w/ Mount Pipe 215

800 10122 w/ Mount Pipe 215

800 10122 w/ Mount Pipe 215

RRUS-11 215

RRUS-11 215

RRUS-11 215

DC6-48-60-18-8F 215

(3) 10' T-Arm 215

8'x2.375" Pipe mount 215



Ericsson AIR32 B66AaB2a (T-Mobile) 205




RFS APXVAA24-43-U-A20 (T-Mobile) 205




Ericsson RRUS 4478 B71 (T-Mobile) 205




SM 407-3 205

(2) E15R05P19 150

RRFDC-3315-PF-48 150

(2) RRUS 12 150

(2) RRUS 12 150

(2) RRUS 12 150

(2) RRUS A2 150

(2) RRUS A2 150

(2) RRUS A2 150

(3) 12' T-Frame Sector Mount 150

WBX045T19R000G w/ Mount Pipe 150


X7C-FRO-840-VRL4 150


HBXX-6517DS-A2M 150

HBXX-6517DS-A2M 150

HBXX-6517DS-A2M 150

HBXX-6517DS-A2M 150

(2) X7C-FRO-860-VRL4 150



(2) E15R05P19 150

(2) E15R05P19 150

SYMBOL LIST

MARK MARKSIZE SIZE

A Valmont 208951

TOWER DESIGN NOTES

1. 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 115 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: 91.5%


47 Perimeter Center E Ste 500

Atlanta, GA Phone: (678) 990-8700

FAX: (678) 990-8701

Job: NC-5009 (Boone's Neck)

Project: SST Structural Analysis Client: BlueSky Drawn by: Josh Turner App'd:

Code: TIA-222-G Date: 12/06/18 Scale: NTS Path:

Z:\Projects\2018\18000 - 18299 - GA\18003.xxx - Blue Sky\18003.011 - NC-5009 Jenny's Branch SA\AT&T (2018-12-03)\NC-5009_SA_ATT_120318.eri

Dwg No. E-1

240.0 ft

230.0 ft

210.0 ft

200.0 ft

180.0 ft

160.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

0.0 ft

REACTIONS - 115 mph WIND

TORQUE 72 kip-ft

92 K

SHEAR

12542 kip-ft

MOMENT

83 K

AXIAL

30 mph WIND - 0.2500 in ICE

TORQUE 4 kip-ft

5 K

SHEAR

728 kip-ft

MOMENT

133 K

AXIAL

SHEAR: 53 K

UPLIFT: -516 K

SHEAR: 59 K

DOWN: 580 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

L

eg

sS

R 1

3/4

SR

2A

Va

lmo

nt

20

76

29

Pir

od

19

55

59

Pir

od

19

55

60

Pir

od

13

92

83

Pir

od

13

92

84

Pir

od

13

92

85

L

eg

Gra

de

A5

72

-50

D

iag

on

als

SR

3/4

SR

1L

2 1

/2x2

1/2

x3

/16

L3

x3

x3

/16

L3

x3

x5

/16

L3

1/2

x3

1/2

x5

/16

2L

4x4

x1

/4x5

/8

D

iag

on

al G

rad

eA

57

2-5

0A

36

T

op

Gir

tsS

R 1

N.A

.

B

ott

om

Gir

tsS

R 1

N.A

.

F

ace

Wid

th (

ft)

4.5

56

81

01

21

41

61

82

02

22

42

6

#

Pa

ne

ls @

(ft

)4

@ 2

.47

91

79

@ 2

.21

29

61

1 @

10

5 @

20

W

eig

ht

(K)

0.5

1.5

1.0

2.2

2.4

3.2

3.4

4.3

5.7

5.8

7.4

7.5

8.3

53

.2

4' Lightning Rod 241 Beacon (.035k 2.250CAAA) 241 ACE XXQLH-654L8H8-iVT 241 ACE XXQLH-654L8H8-iVT 241 ACE XXQLH-654L8H8-iVT 241 EPBQ-652L8H8 241 EPBQ-652L8H8 241 EPBQ-652L8H8 241 SBNHH-1D65C w/ Mount Pipe 241 SBNHH-1D65C w/ Mount Pipe 241 SBNHH-1D65C w/ Mount Pipe 241 RRUS 11 241 RRUS 11 241 RRUS 11 241 RRUS-4478 B14 241 RRUS-4478 B14 241 RRUS-4478 B14 241 Ericsson 4426 B66 241 Ericsson 4426 B66 241 Ericsson 4426 B66 241 RRUS 32 B2 241 RRUS 32 B2 241 RRUS 32 B2 241 RRUS 32 241 RRUS 32 241 RRUS 32 241 DC6-48-60-18-8F 241 DC6-48-60-18-8C 241 DC6-48-60-18-8C-EV 241 (3) 12.5' T-Frame (Kenwood T1684KT12-4114)

241 741 989 w/Mount Pipe 215 741 989 w/Mount Pipe 215 741 989 w/Mount Pipe 215 800 10122 w/ Mount Pipe 215 800 10122 w/ Mount Pipe 215 800 10122 w/ Mount Pipe 215 RRUS-11 215 RRUS-11 215 RRUS-11 215 DC6-48-60-18-8F 215 (3) 10' T-Arm 215 8'x2.375" Pipe mount 215 8'x2.375" Pipe mount 215 8'x2.375" Pipe mount 215 Ericsson AIR32 B66AaB2a (T-Mobile) 205 Ericsson AIR32 B66AaB2a (T-Mobile) 205 Ericsson AIR32 B66AaB2a (T-Mobile) 205 Ericsson AIR32 B66AaB2a (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 RFS APXVAA24-43-U-A20 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 Ericsson RRUS 4478 B71 (T-Mobile) 205 SM 407-3 205 (2) E15R05P19 150 RRFDC-3315-PF-48 150 (2) RRUS 12 150 (2) RRUS 12 150 (2) RRUS 12 150 (2) RRUS A2 150 (2) RRUS A2 150 (2) RRUS A2 150 (3) 12' T-Frame Sector Mount 150 WBX045T19R000G w/ Mount Pipe 150 WBX045T19R000G w/ Mount Pipe 150 X7C-FRO-840-VRL4 150 X7C-FRO-840-VRL4 150 HBXX-6517DS-A2M 150 HBXX-6517DS-A2M 150 HBXX-6517DS-A2M 150 HBXX-6517DS-A2M 150 (2) X7C-FRO-860-VRL4 150 X7C-FRO-860-VRL4 150 X7C-FRO-860-VRL4 150 (2) E15R05P19 150 (2) E15R05P19 150DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION

4' Lightning Rod 241

Beacon (.035k 2.250CAAA) 241




EPBQ-652L8H8 241

EPBQ-652L8H8 241

EPBQ-652L8H8 241




RRUS 11 241

RRUS 11 241

RRUS 11 241

RRUS-4478 B14 241

RRUS-4478 B14 241

RRUS-4478 B14 241




RRUS 32 B2 241

RRUS 32 B2 241

RRUS 32 B2 241

RRUS 32 241

RRUS 32 241

RRUS 32 241

DC6-48-60-18-8F 241

DC6-48-60-18-8C 241

DC6-48-60-18-8C-EV 241


241




800 10122 w/ Mount Pipe 215

800 10122 w/ Mount Pipe 215

800 10122 w/ Mount Pipe 215

RRUS-11 215

RRUS-11 215

RRUS-11 215

DC6-48-60-18-8F 215

(3) 10' T-Arm 215
















SM 407-3 205

(2) E15R05P19 150

RRFDC-3315-PF-48 150

(2) RRUS 12 150

(2) RRUS 12 150

(2) RRUS 12 150

(2) RRUS A2 150

(2) RRUS A2 150

(2) RRUS A2 150

(3) 12' T-Frame Sector Mount 150





HBXX-6517DS-A2M 150

HBXX-6517DS-A2M 150

HBXX-6517DS-A2M 150

HBXX-6517DS-A2M 150

(2) X7C-FRO-860-VRL4 150



(2) E15R05P19 150

(2) E15R05P19 150

SYMBOL LIST

MARK MARKSIZE SIZE

A Valmont 208951

ttnnxxTToowweerr Job

NC-5009 (Boone's Neck)

Page

1 of 45

Bennett & Pless, Inc. 47 Perimeter Center E Ste 500

Project

SST Structural Analysis

Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower Input Data The main tower is a 3x free standing tower with an overall height of 240.000 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 4.500 ft at the top and 26.000 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 115 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. 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 Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are

Known



Page

2 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Leg B Leg C

Leg A

Face A

Face B

Face C

Triangular To wer

Wind Norma l

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 240.000-230.000 4.500 1 10.000 T2 230.000-210.000 4.500 1 20.000 T3 210.000-200.000 5.000 1 10.000 T4 200.000-180.000 6.000 1 20.000 T5 180.000-160.000 8.000 1 20.000 T6 160.000-140.000 10.000 1 20.000 T7 140.000-120.000 12.000 1 20.000 T8 120.000-100.000 14.000 1 20.000 T9 100.000-80.000 16.000 1 20.000

T10 80.000-60.000 18.000 1 20.000 T11 60.000-40.000 20.000 1 20.000 T12 40.000-20.000 22.000 1 20.000 T13 20.000-0.000 24.000 1 20.000

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 240.000-230.000 2.479 X Brace No No 0.0000 1.0000 T2 230.000-210.000 2.213 X Brace No No 1.0000 0.0000



Page

3 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

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

T3 210.000-200.000 10.000 X Brace No No 0.0000 0.0000 T4 200.000-180.000 10.000 X Brace No No 0.0000 0.0000 T5 180.000-160.000 10.000 X Brace No No 0.0000 0.0000 T6 160.000-140.000 10.000 X Brace No No 0.0000 0.0000 T7 140.000-120.000 10.000 X Brace No No 0.0000 0.0000 T8 120.000-100.000 10.000 X Brace No No 0.0000 0.0000 T9 100.000-80.000 20.000 X Brace No No 0.0000 0.0000

T10 80.000-60.000 20.000 X Brace No No 0.0000 0.0000 T11 60.000-40.000 20.000 X Brace No No 0.0000 0.0000 T12 40.000-20.000 20.000 X Brace No No 0.0000 0.0000 T13 20.000-0.000 20.000 X Brace No No 0.0000 0.0000


Tower

Elevation

ft

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 240.000-230.000

Solid Round 1 3/4 A572-50 (50 ksi)

Solid Round 3/4 A572-50 (50 ksi)

T2 230.000-210.000

Solid Round 2 A572-50 (50 ksi)


T3 210.000-200.000

Truss Leg Valmont 208951 A572-50 (50 ksi)

Equal Angle L2 1/2x2 1/2x3/16 A36 (36 ksi)

T4 200.000-180.000



T5 180.000-160.000


Equal Angle L3x3x3/16 A36 (36 ksi)

T6 160.000-140.000

Truss Leg Pirod 195559 A572-50 (50 ksi)


T7 140.000-120.000



T8 120.000-100.000



T9 100.000-80.000


Double Angle 2L4x4x1/4x5/8 A36 (36 ksi)

T10 80.000-60.000



T11 60.000-40.000



T12 40.000-20.000



T13 20.000-0.000 Truss Leg Pirod 139285 A572-50 (50 ksi)



Tower

Elevation

ft

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 240.000-230.000



T2 Solid Round 1 A572-50 Solid Round 1 A572-50



Page

4 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower

Elevation

ft

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

230.000-210.000 (50 ksi) (50 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 240.000-230.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T2 230.000-210.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T3 210.000-200.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T4 200.000-180.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T5 180.000-160.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T6 160.000-140.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T7 140.000-120.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T8 120.000-100.0

00

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T9 100.000-80.00

0

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T10 80.000-60.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T11 60.000-40.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T12 40.000-20.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000

T13 20.000-0.000

0.000 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000 36.0000


K Factors1



Page

5 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

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 240.000-230.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T2 230.000-210.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T3 210.000-200.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T4 200.000-180.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T5 180.000-160.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T6 160.000-140.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T7 140.000-120.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T8 120.000-100.0

00

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T9 100.000-80.00

0

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T10 80.000-60.000

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T11 60.000-40.000

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T12 40.000-20.000

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T13 20.000-0.000

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.


Truss-Leg K Factors

Truss-Legs Used As Leg Members Truss-Legs Used As Inner Members

Tower

Elevation

ft

Leg

Panels

X

Brace

Diagonals

Z

Brace

Diagonals

Leg

Panels

X

Brace

Diagonals

Z

Brace

Diagonals

T3 210.000-200.0

00

1 1 1 1 0.5 0.85

T4 200.000-180.0

00

1 1 1 1 0.5 0.85

T5 180.000-160.0

00

1 1 1 1 0.5 0.85



Page

6 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

T6 160.000-140.0

00

1 1 1 1 0.5 0.85

T7 140.000-120.0

00

1 1 1 1 0.5 0.85

T8 120.000-100.0

00

1 1 1 1 0.5 0.85

T9 100.000-80.00

0

1 1 1 1 0.5 0.85

T10 80.000-60.000

1 1 1 1 0.5 0.85

T11 60.000-40.000

1 1 1 1 0.5 0.85

T12 40.000-20.000

1 1 1 1 0.5 0.85

T13 20.000-0.000

1 1 1 1 0.5 0.85


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 240.000-230.0

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 230.000-210.0

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 210.000-200.0

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

T4 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

T5 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

T6 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

T7 140.000-120.0

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

T8 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

T9 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

T10 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



Page

7 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

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

T11 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

T12 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

T13 20.000-0.000

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

Exclude

From

Torque

Calculation

Component

Type

Placement

ft

Face

Offset

in

Lateral

Offset

(Frac FW)

# #

Per

Row

Clear

Spacing

in

Width or

Diameter

in

Perimeter

in

Weight

klf

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

A No No Ar (CaAa) 150.000 - 6.000

-6.0000 0.4 13 7 1.9800 1.9800 0.001

*** LDF7-50A(1-

5/8'') B No No Ar (CaAa) 215.000 -

6.000 0.0000 0.5 6 2 0.5000 1.9800 0.001

LDF6-50A(1-1/4'')

B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.5 2 1 0.5000 1.5500 0.001

3/4'' Coax B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.5 1 1 0.5000 0.7500 0.001

LDF2-50(3/8'') B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.1 1 1 0.5000 0.4400 0.000

*** LDF7-50A(1-

5/8'') C No No Ar (CaAa) 240.000 -

6.000 -6.0000 0.45 12 3 0.5000 1.9800 0.001

LDF5-50A(7/8'')

C No No Ar (CaAa) 240.000 - 6.000

0.0000 0.5 4 2 0.5000 1.0900 0.000

1/2'' FIBER CABLE

C No No Ar (CaAa) 240.000 - 6.000

0.0000 0.5 1 1 0.5000 0.2760 0.000

3/8'' RET Cable

C No No Ar (CaAa) 240.000 - 6.000

0.0000 0.5 1 1 0.5000 0.3750 0.000

10 mm Fiber line

C No No Ar (CaAa) 240.000 - 6.000

0.0000 0.5 1 1 0.5000 0.3937 0.000

3/4'' DC Power Cable

C No No Ar (CaAa) 240.000 - 6.000

0.0000 0.5 1 1 0.5000 0.7950 0.001

** 1 5/8'' coax C No No Ar (CaAa) 205.000 -

6.000 0.0000 -0.35 8 8 0.5000 1.9800 0.001

*BBE* *Reserve*

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



Page

8 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower

Section

Tower

Elevation

ft

Face AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

T1 240.000-230.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000

29.960

0.000 0.000 0.000

0.000 0.000 0.123

T2 230.000-210.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

0.000 8.085

59.919

0.000 0.000 0.000

0.000 0.037 0.246

T3 210.000-200.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

0.000 16.170 37.880

0.000 0.000 0.000

0.000 0.073 0.156

T4 200.000-180.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

0.000 32.340 91.599

0.000 0.000 0.000

0.000 0.146 0.377

T5 180.000-160.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

0.000 32.340 91.599

0.000 0.000 0.000

0.000 0.146 0.377

T6 160.000-140.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

25.740 32.340 91.599

0.000 0.000 0.000

0.107 0.146 0.377

T7 140.000-120.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 91.599

0.000 0.000 0.000

0.213 0.146 0.377

T8 120.000-100.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 91.599

0.000 0.000 0.000

0.213 0.146 0.377

T9 100.000-80.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 91.599

0.000 0.000 0.000

0.213 0.146 0.377

T10 80.000-60.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 91.599

0.000 0.000 0.000

0.213 0.146 0.377

T11 60.000-40.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 91.599

0.000 0.000 0.000

0.213 0.146 0.377

T12 40.000-20.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 91.599

0.000 0.000 0.000

0.213 0.146 0.377

T13 20.000-0.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

36.036 22.638 64.120

0.000 0.000 0.000

0.149 0.102 0.264

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 240.000-230.000 A B C

0.608 0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000

30.352

0.000 0.000 0.000

0.000 0.000 0.380

T2 230.000-210.000 A B C

0.604 0.000 0.000 0.000

0.000 0.000 0.000

0.000 11.473 60.583

0.000 0.000 0.000

0.000 0.111 0.758

T3 210.000-200.000 A B C

0.600 0.000 0.000 0.000

0.000 0.000 0.000

0.000 22.900 43.218

0.000 0.000 0.000

0.000 0.221 0.485

T4 200.000-180.000 A B C

0.596 0.000 0.000 0.000

0.000 0.000 0.000

0.000 45.701 112.255

0.000 0.000 0.000

0.000 0.440 1.182

T5 180.000-160.000 A 0.589 0.000 0.000 0.000 0.000 0.000



Page

9 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

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

45.558 112.020

0.000 0.000

0.438 1.176

T6 160.000-140.000 A B C

0.582 0.000 0.000 0.000

0.000 0.000 0.000

40.865 45.398 111.757

0.000 0.000 0.000

0.343 0.435 1.170

T7 140.000-120.000 A B C

0.573 0.000 0.000 0.000

0.000 0.000 0.000

81.301 45.218 111.462

0.000 0.000 0.000

0.678 0.431 1.163

T8 120.000-100.000 A B C

0.564 0.000 0.000 0.000

0.000 0.000 0.000

80.807 45.011 111.122

0.000 0.000 0.000

0.669 0.427 1.154

T9 100.000-80.000 A B C

0.553 0.000 0.000 0.000

0.000 0.000 0.000

80.224 44.767 110.721

0.000 0.000 0.000

0.658 0.423 1.145

T10 80.000-60.000 A B C

0.539 0.000 0.000 0.000

0.000 0.000 0.000

79.511 44.469 110.230

0.000 0.000 0.000

0.645 0.417 1.133

T11 60.000-40.000 A B C

0.521 0.000 0.000 0.000

0.000 0.000 0.000

78.583 44.081 109.592

0.000 0.000 0.000

0.627 0.410 1.117

T12 40.000-20.000 A B C

0.495 0.000 0.000 0.000

0.000 0.000 0.000

77.233 43.516 108.664

0.000 0.000 0.000

0.603 0.400 1.095

T13 20.000-0.000 A B C

0.444 0.000 0.000 0.000

0.000 0.000 0.000

52.188 29.677 74.776

0.000 0.000 0.000

0.388 0.266 0.736

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPX

Ice

in

CPZ

Ice

in

T1 240.000-230.000 -11.9840 7.1281 -11.4457 6.7666 T2 230.000-210.000 -7.9511 7.4306 -8.3085 7.2158 T3 210.000-200.000 3.3670 7.0739 2.9029 7.0203 T4 200.000-180.000 7.1258 9.1832 6.8993 9.3876 T5 180.000-160.000 8.3816 10.9329 8.3378 11.3826 T6 160.000-140.000 9.4919 3.2571 9.5961 6.1328 T7 140.000-120.000 9.9555 -4.6430 10.3505 0.1513 T8 120.000-100.000 10.3106 -4.8812 11.0409 0.0758 T9 100.000-80.000 11.6288 -5.5199 12.5685 -0.0190

T10 80.000-60.000 12.6829 -6.0766 13.8436 -0.1544 T11 60.000-40.000 12.4507 -5.9403 14.0572 -0.3209 T12 40.000-20.000 13.2976 -6.3871 15.2742 -0.6021 T13 20.000-0.000 10.9488 -5.2478 13.1751 -0.9182

Shielding Factor Ka

Tower

Section Feed Line

Record No. Description Feed Line

Segment Elev. Ka

No Ice Ka

Ice T1 8 LDF7-50A(1-5/8") 230.00 - 0.6000 0.6000



Page

10 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower

Section Feed Line


Segment Elev. Ka

No Ice Ka

Ice 240.00

T1 9 LDF5-50A(7/8") 230.00 - 240.00

0.6000 0.6000

T1 10 1/2" FIBER CABLE 230.00 - 240.00

0.6000 0.6000

T1 11 3/8" RET Cable 230.00 - 240.00

0.6000 0.6000

T1 12 10 mm Fiber line 230.00 - 240.00

1.0000 1.0000

T1 13 3/4" DC Power Cable 230.00 - 240.00

1.0000 1.0000

T2 3 LDF7-50A(1-5/8") 210.00 - 215.00

0.6000 0.6000

T2 4 LDF6-50A(1-1/4") 210.00 - 215.00

0.6000 0.6000

T2 5 3/4" Coax 210.00 - 215.00

0.6000 0.6000

T2 6 LDF2-50(3/8") 210.00 - 215.00

0.6000 0.6000

T2 8 LDF7-50A(1-5/8") 210.00 - 230.00

0.6000 0.6000

T2 9 LDF5-50A(7/8") 210.00 - 230.00

0.6000 0.6000

T2 10 1/2" FIBER CABLE 210.00 - 230.00

0.6000 0.6000

T2 11 3/8" RET Cable 210.00 - 230.00

0.6000 0.6000

T2 12 10 mm Fiber line 210.00 - 230.00

1.0000 1.0000

T2 13 3/4" DC Power Cable 210.00 - 230.00

1.0000 1.0000

T3 3 LDF7-50A(1-5/8") 200.00 - 210.00

0.6000 0.5754

T3 4 LDF6-50A(1-1/4") 200.00 - 210.00

0.6000 0.5754

T3 5 3/4" Coax 200.00 - 210.00

0.6000 0.5754

T3 6 LDF2-50(3/8") 200.00 - 210.00

0.6000 0.5754

T3 8 LDF7-50A(1-5/8") 200.00 - 210.00

0.6000 0.5754

T3 9 LDF5-50A(7/8") 200.00 - 210.00

0.6000 0.5754

T3 10 1/2" FIBER CABLE 200.00 - 210.00

0.6000 0.5754

T3 11 3/8" RET Cable 200.00 - 210.00

0.6000 0.5754

T3 12 10 mm Fiber line 200.00 - 210.00

1.0000 1.0000

T3 13 3/4" DC Power Cable 200.00 - 210.00

1.0000 1.0000

T3 15 1 5/8" coax 200.00 - 205.00

1.0000 1.0000

T4 3 LDF7-50A(1-5/8") 180.00 - 200.00

0.6000 0.6000

T4 4 LDF6-50A(1-1/4") 180.00 - 200.00

0.6000 0.6000

T4 5 3/4" Coax 180.00 - 200.00

0.6000 0.6000

T4 6 LDF2-50(3/8") 180.00 - 200.00

0.6000 0.6000

T4 8 LDF7-50A(1-5/8") 180.00 - 0.6000 0.6000



Page

11 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower

Section Feed Line


Segment Elev. Ka

No Ice Ka

Ice 200.00

T4 9 LDF5-50A(7/8") 180.00 - 200.00

0.6000 0.6000

T4 10 1/2" FIBER CABLE 180.00 - 200.00

0.6000 0.6000

T4 11 3/8" RET Cable 180.00 - 200.00

0.6000 0.6000

T4 12 10 mm Fiber line 180.00 - 200.00

1.0000 1.0000

T4 13 3/4" DC Power Cable 180.00 - 200.00

1.0000 1.0000

T4 15 1 5/8" coax 180.00 - 200.00

1.0000 1.0000

T5 3 LDF7-50A(1-5/8") 160.00 - 180.00

0.6000 0.6000

T5 4 LDF6-50A(1-1/4") 160.00 - 180.00

0.6000 0.6000

T5 5 3/4" Coax 160.00 - 180.00

0.6000 0.6000

T5 6 LDF2-50(3/8") 160.00 - 180.00

0.6000 0.6000

T5 8 LDF7-50A(1-5/8") 160.00 - 180.00

0.6000 0.6000

T5 9 LDF5-50A(7/8") 160.00 - 180.00

0.6000 0.6000

T5 10 1/2" FIBER CABLE 160.00 - 180.00

0.6000 0.6000

T5 11 3/8" RET Cable 160.00 - 180.00

0.6000 0.6000

T5 12 10 mm Fiber line 160.00 - 180.00

1.0000 1.0000

T5 13 3/4" DC Power Cable 160.00 - 180.00

1.0000 1.0000

T5 15 1 5/8" coax 160.00 - 180.00

1.0000 1.0000

T6 1 LDF7-50A(1-5/8") 140.00 - 150.00

0.6000 0.6000

T6 3 LDF7-50A(1-5/8") 140.00 - 160.00

0.6000 0.6000

T6 4 LDF6-50A(1-1/4") 140.00 - 160.00

0.6000 0.6000

T6 5 3/4" Coax 140.00 - 160.00

0.6000 0.6000

T6 6 LDF2-50(3/8") 140.00 - 160.00

0.6000 0.6000

T6 8 LDF7-50A(1-5/8") 140.00 - 160.00

0.6000 0.6000

T6 9 LDF5-50A(7/8") 140.00 - 160.00

0.6000 0.6000

T6 10 1/2" FIBER CABLE 140.00 - 160.00

0.6000 0.6000

T6 11 3/8" RET Cable 140.00 - 160.00

0.6000 0.6000

T6 12 10 mm Fiber line 140.00 - 160.00

1.0000 1.0000

T6 13 3/4" DC Power Cable 140.00 - 160.00

1.0000 1.0000

T6 15 1 5/8" coax 140.00 - 160.00

1.0000 1.0000

T7 1 LDF7-50A(1-5/8") 120.00 - 140.00

0.6000 0.6000

T7 3 LDF7-50A(1-5/8") 120.00 - 0.6000 0.6000



Page

12 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower

Section Feed Line


Segment Elev. Ka

No Ice Ka

Ice 140.00

T7 4 LDF6-50A(1-1/4") 120.00 - 140.00

0.6000 0.6000

T7 5 3/4" Coax 120.00 - 140.00

0.6000 0.6000

T7 6 LDF2-50(3/8") 120.00 - 140.00

0.6000 0.6000

T7 8 LDF7-50A(1-5/8") 120.00 - 140.00

0.6000 0.6000

T7 9 LDF5-50A(7/8") 120.00 - 140.00

0.6000 0.6000

T7 10 1/2" FIBER CABLE 120.00 - 140.00

0.6000 0.6000

T7 11 3/8" RET Cable 120.00 - 140.00

0.6000 0.6000

T7 12 10 mm Fiber line 120.00 - 140.00

1.0000 1.0000

T7 13 3/4" DC Power Cable 120.00 - 140.00

1.0000 1.0000

T7 15 1 5/8" coax 120.00 - 140.00

1.0000 1.0000

T8 1 LDF7-50A(1-5/8") 100.00 - 120.00

0.6000 0.6000

T8 3 LDF7-50A(1-5/8") 100.00 - 120.00

0.6000 0.6000

T8 4 LDF6-50A(1-1/4") 100.00 - 120.00

0.6000 0.6000

T8 5 3/4" Coax 100.00 - 120.00

0.6000 0.6000

T8 6 LDF2-50(3/8") 100.00 - 120.00

0.6000 0.6000

T8 8 LDF7-50A(1-5/8") 100.00 - 120.00

0.6000 0.6000

T8 9 LDF5-50A(7/8") 100.00 - 120.00

0.6000 0.6000

T8 10 1/2" FIBER CABLE 100.00 - 120.00

0.6000 0.6000

T8 11 3/8" RET Cable 100.00 - 120.00

0.6000 0.6000

T8 12 10 mm Fiber line 100.00 - 120.00

1.0000 1.0000

T8 13 3/4" DC Power Cable 100.00 - 120.00

1.0000 1.0000

T8 15 1 5/8" coax 100.00 - 120.00

1.0000 1.0000

T9 1 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000 T9 3 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000 T9 4 LDF6-50A(1-1/4") 80.00 - 100.00 0.6000 0.6000 T9 5 3/4" Coax 80.00 - 100.00 0.6000 0.6000 T9 6 LDF2-50(3/8") 80.00 - 100.00 0.6000 0.6000 T9 8 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000 T9 9 LDF5-50A(7/8") 80.00 - 100.00 0.6000 0.6000 T9 10 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 T9 11 3/8" RET Cable 80.00 - 100.00 0.6000 0.6000 T9 12 10 mm Fiber line 80.00 - 100.00 1.0000 1.0000 T9 13 3/4" DC Power Cable 80.00 - 100.00 1.0000 1.0000 T9 15 1 5/8" coax 80.00 - 100.00 1.0000 1.0000

T10 1 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000 T10 3 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000 T10 4 LDF6-50A(1-1/4") 60.00 - 80.00 0.6000 0.6000 T10 5 3/4" Coax 60.00 - 80.00 0.6000 0.6000 T10 6 LDF2-50(3/8") 60.00 - 80.00 0.6000 0.6000



Page

13 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower

Section Feed Line


Segment Elev. Ka

No Ice Ka

Ice T10 8 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000 T10 9 LDF5-50A(7/8") 60.00 - 80.00 0.6000 0.6000 T10 10 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000 T10 11 3/8" RET Cable 60.00 - 80.00 0.6000 0.6000 T10 12 10 mm Fiber line 60.00 - 80.00 1.0000 1.0000 T10 13 3/4" DC Power Cable 60.00 - 80.00 1.0000 1.0000 T10 15 1 5/8" coax 60.00 - 80.00 1.0000 1.0000 T11 1 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000 T11 3 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000 T11 4 LDF6-50A(1-1/4") 40.00 - 60.00 0.6000 0.6000 T11 5 3/4" Coax 40.00 - 60.00 0.6000 0.6000 T11 6 LDF2-50(3/8") 40.00 - 60.00 0.6000 0.6000 T11 8 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000 T11 9 LDF5-50A(7/8") 40.00 - 60.00 0.6000 0.6000 T11 10 1/2" FIBER CABLE 40.00 - 60.00 0.6000 0.6000 T11 11 3/8" RET Cable 40.00 - 60.00 0.6000 0.6000 T11 12 10 mm Fiber line 40.00 - 60.00 1.0000 1.0000 T11 13 3/4" DC Power Cable 40.00 - 60.00 1.0000 1.0000 T11 15 1 5/8" coax 40.00 - 60.00 1.0000 1.0000 T12 1 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000 T12 3 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000 T12 4 LDF6-50A(1-1/4") 20.00 - 40.00 0.6000 0.6000 T12 5 3/4" Coax 20.00 - 40.00 0.6000 0.6000 T12 6 LDF2-50(3/8") 20.00 - 40.00 0.6000 0.6000 T12 8 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000 T12 9 LDF5-50A(7/8") 20.00 - 40.00 0.6000 0.6000 T12 10 1/2" FIBER CABLE 20.00 - 40.00 0.6000 0.6000 T12 11 3/8" RET Cable 20.00 - 40.00 0.6000 0.6000 T12 12 10 mm Fiber line 20.00 - 40.00 1.0000 1.0000 T12 13 3/4" DC Power Cable 20.00 - 40.00 1.0000 1.0000 T12 15 1 5/8" coax 20.00 - 40.00 1.0000 1.0000 T13 1 LDF7-50A(1-5/8") 6.00 - 20.00 0.6000 0.6000 T13 3 LDF7-50A(1-5/8") 6.00 - 20.00 0.6000 0.6000 T13 4 LDF6-50A(1-1/4") 6.00 - 20.00 0.6000 0.6000 T13 5 3/4" Coax 6.00 - 20.00 0.6000 0.6000 T13 6 LDF2-50(3/8") 6.00 - 20.00 0.6000 0.6000 T13 8 LDF7-50A(1-5/8") 6.00 - 20.00 0.6000 0.6000 T13 9 LDF5-50A(7/8") 6.00 - 20.00 0.6000 0.6000 T13 10 1/2" FIBER CABLE 6.00 - 20.00 0.6000 0.6000 T13 11 3/8" RET Cable 6.00 - 20.00 0.6000 0.6000 T13 12 10 mm Fiber line 6.00 - 20.00 1.0000 1.0000 T13 13 3/4" DC Power Cable 6.00 - 20.00 1.0000 1.0000 T13 15 1 5/8" coax 6.00 - 20.00 1.0000 1.0000

Discrete Tower Loads

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

ft

ft

ft

Azimuth

Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

4' Lightning Rod C From Face 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

0.590 0.610

0.590 0.610

0.008 0.010



Page

14 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

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

2.000 Beacon (.035k 2.250CAAA) C From Leg 0.000

0.000 0.500

0.0000 241.000 No Ice 1/2'' Ice

2.250 2.500

2.250 2.500

0.035 0.045

ACE XXQLH-654L8H8-iVT A From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

17.145 17.771

10.267 11.691

0.109 0.227

ACE XXQLH-654L8H8-iVT B From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

17.145 17.771

10.267 11.691

0.109 0.227

ACE XXQLH-654L8H8-iVT C From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

17.145 17.771

10.267 11.691

0.109 0.227

EPBQ-652L8H8 A From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

12.283 13.086

9.779 11.700

0.117 0.212

EPBQ-652L8H8 B From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

12.283 13.086

9.779 11.700

0.117 0.212

EPBQ-652L8H8 C From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

12.283 13.086

9.779 11.700

0.117 0.212

SBNHH-1D65C w/ Mount Pipe

A From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

11.626 12.346

9.793 11.311

0.082 0.172


B From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

11.626 12.346

9.793 11.311

0.082 0.172


C From Leg 3.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

11.626 12.346

9.793 11.311

0.082 0.172

RRUS 11 A From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 B From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 C From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS-4478 B14 C From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

1.650 1.810

0.913 1.040

0.059 0.074

RRUS-4478 B14 C From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

1.650 1.810

0.913 1.040

0.059 0.074

RRUS-4478 B14 C From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

1.650 1.810

0.913 1.040

0.059 0.074

Ericsson 4426 B66 A From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

1.650 1.810

0.727 0.844

0.048 0.061

Ericsson 4426 B66 B From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

1.650 1.810

0.727 0.844

0.048 0.061

Ericsson 4426 B66 C From Leg 2.500 0.000

0.0000 241.000 No Ice 1/2'' Ice

1.650 1.810

0.727 0.844

0.048 0.061



Page

15 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

ft

ft

ft

Azimuth

Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

0.000 RRUS 32 B2 A From Leg 2.500

0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.053 0.074

RRUS 32 B2 B From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.080

RRUS 32 B2 C From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.080

RRUS 32 A From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.081

RRUS 32 B From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.081

RRUS 32 C From Leg 2.500 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.081

DC6-48-60-18-8F A From Leg 2.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.045 3.111

2.045 3.111

0.020 0.061

DC6-48-60-18-8C B From Leg 2.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.736 2.962

4.783 5.063

0.026 0.063

DC6-48-60-18-8C-EV C From Leg 2.000 0.000 0.000

0.0000 241.000 No Ice 1/2'' Ice

2.736 2.962

4.783 5.063

0.026 0.063


C None 0.0000 241.000 No Ice 1/2'' Ice

16.600 16.600

12.770 12.770

0.484 0.550

*** 741 989 w/Mount Pipe A From Leg 3.000

0.000 0.000

0.0000 215.000 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 3.000 0.000 0.000

0.0000 215.000 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 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

3.786 4.400

3.389 4.428

0.042 0.078

800 10122 w/ Mount Pipe A From Leg 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

7.855 8.445

6.653 7.876

0.086 0.150

800 10122 w/ Mount Pipe B From Leg 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

7.855 8.445

6.653 7.876

0.086 0.150

800 10122 w/ Mount Pipe C From Leg 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

7.855 8.445

6.653 7.876

0.086 0.150

RRUS-11 A From Leg 2.500 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

2.940 3.170

1.250 1.410

0.055 0.074

RRUS-11 B From Leg 2.500 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

2.940 3.170

1.250 1.410

0.055 0.074

RRUS-11 C From Leg 2.500 0.000

0.0000 215.000 No Ice 1/2'' Ice

2.940 3.170

1.250 1.410

0.055 0.074



Page

16 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

ft

ft

ft

Azimuth

Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

0.000 DC6-48-60-18-8F C From Leg 2.000

0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

2.045 3.111

2.045 3.111

0.020 0.061

(3) 10' T-Arm C None 0.0000 215.000 No Ice 1/2'' Ice

3.900 4.300

2.340 2.580

0.250 0.300

8'x2.375'' Pipe mount A From Leg 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

1.900 2.728

1.900 2.728

0.015 0.029

8'x2.375'' Pipe mount B From Leg 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

1.900 2.728

1.900 2.728

0.015 0.029

8'x2.375'' Pipe mount C From Leg 3.000 0.000 0.000

0.0000 215.000 No Ice 1/2'' Ice

1.900 2.728

1.900 2.728

0.015 0.029

*** WBX045T19R000G w/

Mount Pipe A From Leg 3.000

0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

7.272 7.704

3.407 4.082

0.056 0.107

WBX045T19R000G w/ Mount Pipe

A From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

7.272 7.704

3.407 4.082

0.056 0.107

X7C-FRO-840-VRL4 A From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

13.630 14.350

8.510 9.110

0.049 0.127

X7C-FRO-840-VRL4 A From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

13.630 14.350

8.510 9.110

0.049 0.127

HBXX-6517DS-A2M B From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

8.542 9.015

5.252 5.719

0.041 0.091


0.0000 150.000 No Ice 1/2'' Ice

8.542 9.015

5.252 5.719

0.041 0.091


0.0000 150.000 No Ice 1/2'' Ice

8.542 9.015

5.252 5.719

0.041 0.091


0.0000 150.000 No Ice 1/2'' Ice

8.542 9.015

5.252 5.719

0.041 0.091

(2) X7C-FRO-860-VRL4 C From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

13.630 14.350

8.510 9.110

0.049 0.127

X7C-FRO-860-VRL4 C From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

13.630 14.350

8.510 9.110

0.049 0.127

X7C-FRO-860-VRL4 C From Leg 3.000 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

13.630 14.350

8.510 9.110

0.049 0.127

(2) E15R05P19 A From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

0.941 1.063

0.608 0.711

0.028 0.037

(2) E15R05P19 B From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

0.941 1.063

0.608 0.711

0.028 0.037

(2) E15R05P19 C From Leg 2.500 0.000

0.0000 150.000 No Ice 1/2'' Ice

0.941 1.063

0.608 0.711

0.028 0.037



Page

17 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

ft

ft

ft

Azimuth

Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

0.000 RRFDC-3315-PF-48 C From Leg 2.000

0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

3.708 3.950

2.192 2.395

0.021 0.052

(2) RRUS 12 A From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

3.145 3.365

1.285 1.438

0.058 0.081

(2) RRUS 12 B From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

3.145 3.365

1.285 1.438

0.058 0.081

(2) RRUS 12 C From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

3.145 3.365

1.285 1.438

0.058 0.081

(2) RRUS A2 A From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

2.066 2.245

0.505 0.615

0.022 0.035

(2) RRUS A2 B From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

2.066 2.245

0.505 0.615

0.022 0.035

(2) RRUS A2 C From Leg 2.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

2.066 2.245

0.505 0.615

0.022 0.035

(3) 12' T-Frame Sector Mount C None 0.0000 150.000 No Ice 1/2'' Ice

11.700 17.500

8.250 12.270

0.340 0.490

*** Ericsson AIR32 B66AaB2a

(T-Mobile) A From Leg 0.000

0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.510 6.887

4.712 5.068

0.132 0.178

Ericsson AIR32 B66AaB2a (T-Mobile)

B From Leg 0.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.510 6.887

4.712 5.068

0.132 0.178


C From Leg 0.000 -6.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.510 6.887

4.712 5.068

0.132 0.178


C From Leg 0.000 6.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.510 6.887

4.712 5.068

0.132 0.178

RFS APXVAA24-43-U-A20 (T-Mobile)

A From Leg 0.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

20.243 20.890

8.733 9.330

0.046 0.158


B From Leg 0.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

20.243 20.890

8.733 9.330

0.046 0.158


C From Leg 0.000 -6.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

20.243 20.890

8.733 9.330

0.046 0.158


C From Leg 0.000 6.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

20.243 20.890

8.733 9.330

0.046 0.158

Ericsson RRUS 4478 B71 (T-Mobile)

A From Leg 0.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

2.021 2.200

1.246 1.396

0.059 0.077


B From Leg 0.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

2.021 2.200

1.246 1.396

0.059 0.077


C From Leg 0.000 -6.000

0.0000 205.000 No Ice 1/2'' Ice

2.021 2.200

1.246 1.396

0.059 0.077



Page

18 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

ft

ft

ft

Azimuth

Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

0.000 Ericsson RRUS 4478 B71

(T-Mobile) C From Leg 0.000

6.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

2.021 2.200

1.246 1.396

0.059 0.077

SM 407-3 C None 0.0000 205.000 No Ice 1/2'' Ice

20.490 30.390

20.490 30.390

0.956 1.376

Truss-Leg Properties

Section

Designation

Area

in2

Area

Ice

in2

Self

Weight

K

Ice

Weight

K

Equiv.

Diameter

in

Equiv.

Diameter

Ice

in

Leg

Area

in2

Valmont 208951 1026.8606 1912.7823 0.536 0.123 7.1310 13.2832 3.6816 Valmont 207629 2130.7479 3858.2830 0.590 0.247 7.3984 13.3968 5.3014 Valmont 207629 2130.7479 3833.8604 0.590 0.243 7.3984 13.3120 5.3014

Pirod 195559 1639.0552 3195.2839 0.721 1.696 5.6912 11.0947 9.4248 Pirod 195559 1639.0552 3166.3985 0.721 1.693 5.6912 10.9944 9.4248 Pirod 195560 1844.5654 3442.6489 0.934 1.722 6.4047 11.9536 11.9282 Pirod 139283 2263.5342 3802.3365 1.205 0.255 7.8595 13.2026 14.7262 Pirod 139283 2263.5342 3757.4142 1.205 0.246 7.8595 13.0466 14.7262 Pirod 139284 3361.3035 4984.1463 1.690 0.290 11.6712 17.3061 17.8187 Pirod 139284 3361.3035 4886.6166 1.690 0.272 11.6712 16.9674 17.8187 Pirod 139285 3494.0467 4862.4049 1.918 0.245 12.1321 16.8834 21.2058

Tower Pressures - No Ice

GH = 0.850

Section

Elevation

ft

z

ft

KZ

qz

ksf

AG

ft2

F

a

c

e

AF

ft2

AR

ft2

Aleg

ft2

Leg

%

CAAA

In

Face

ft2

CAAA

Out

Face

ft2

T1 240.000-230.0

00

235.000 1.261 0.036 46.458 A B C

0.000 0.000 0.000

6.128 6.128 6.128

2.917 47.60 47.60 47.60

0.000 0.000

29.960

0.000 0.000 0.000

T2 230.000-210.0

00

220.000 1.238 0.036 98.334 A B C

0.000 0.000 0.000

15.018 15.018 15.018

6.667 44.40 44.40 44.40

0.000 8.085

59.919

0.000 0.000 0.000

T3 210.000-200.0

00

205.000 1.213 0.035 66.055 A B C

4.253 4.253 4.253

11.905 11.905 11.905

11.905 73.68 73.68 73.68

0.000 16.170 37.880

0.000 0.000 0.000

T4 200.000-180.0

00

190.000 1.187 0.034 162.528 A B C

8.723 8.723 8.723

24.703 24.703 24.703

24.703 73.90 73.90 73.90

0.000 32.340 91.599

0.000 0.000 0.000

T5 180.000-160.0

170.000 1.15 0.033 202.528 A B

11.964 11.964

24.703 24.703

24.703 67.37 67.37

0.000 32.340

0.000 0.000



Page

19 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

z

ft

KZ

qz

ksf

AG

ft2

F

a

c

e

AF

ft2

AR

ft2

Aleg

ft2

Leg

%

CAAA

In

Face

ft2

CAAA

Out

Face

ft2

00 C 11.964 24.703 67.37 91.599 0.000 T6

160.000-140.000

150.000 1.11 0.032 243.362 A B C

13.520 13.520 13.520

19.002 19.002 19.002

19.002 58.43 58.43 58.43

25.740 32.340 91.599

0.000 0.000 0.000

T7 140.000-120.0

00

130.000 1.065 0.031 283.362 A B C

15.144 15.144 15.144

19.002 19.002 19.002

19.002 55.65 55.65 55.65

51.480 32.340 91.599

0.000 0.000 0.000

T8 120.000-100.0

00

110.000 1.016 0.029 323.780 A B C

19.635 19.635 19.635

21.385 21.385 21.385

21.385 52.13 52.13 52.13

51.480 32.340 91.599

0.000 0.000 0.000

T9 100.000-80.00

0

90.000 0.959 0.028 374.209 A B C

16.217 16.217 16.217

26.242 26.242 26.242

26.242 61.81 61.81 61.81

51.480 32.340 91.599

0.000 0.000 0.000

T10 80.000-60.000

70.000 0.892 0.026 414.209 A B C

16.943 16.943 16.943

26.242 26.242 26.242

26.242 60.77 60.77 60.77

51.480 32.340 91.599

0.000 0.000 0.000

T11 60.000-40.000

50.000 0.811 0.023 454.627 A B C

17.956 17.956 17.956

38.969 38.969 38.969

38.969 68.46 68.46 68.46

51.480 32.340 91.599

0.000 0.000 0.000

T12 40.000-20.000

30.000 0.701 0.020 494.627 A B C

18.998 18.998 18.998

38.969 38.969 38.969

38.969 67.23 67.23 67.23

51.480 32.340 91.599

0.000 0.000 0.000

T13 20.000-0.000

10.000 0.7 0.020 535.044 A B C

20.067 20.067 20.067

40.508 40.508 40.508

40.508 66.87 66.87 66.87

36.036 22.638 64.120

0.000 0.000 0.000

Tower Pressure - With Ice

GH = 0.850

Section

Elevation

ft

z

ft

KZ

qz

ksf

tZ

in

AG

ft2

F

a

c

e

AF

ft2

AR

ft2

Aleg

ft2

Leg

%

CAAA

In

Face

ft2

CAAA

Out

Face

ft2

T1 240.000-230.000

235.000 1.261 0.002 0.6085 47.472 A B C

0.000 0.000 0.000

13.072 13.072 13.072

4.945 37.83 37.83 37.83

0.000 0.000

30.352

0.000 0.000 0.000

T2 230.000-210.000

220.000 1.238 0.002 0.6045 100.349 A B C

0.000 0.000 0.000

29.143 29.143 29.143

10.697 36.71 36.71 36.71

0.000 11.473 60.583

0.000 0.000 0.000

T3 210.000-200.000

205.000 1.213 0.002 0.6002 67.057 A B C

4.253 4.253 4.253

24.218 24.218 24.218

22.176 77.89 77.89 77.89

0.000 22.900 43.218

0.000 0.000 0.000

T4 200.000-180.000

190.000 1.187 0.002 0.5957 164.516 A B C

8.723 8.723 8.723

48.887 48.887 48.887

44.730 77.64 77.64 77.64

0.000 45.701

112.255

0.000 0.000 0.000

T5 180.000-160.000

170.000 1.15 0.002 0.5891 204.494 A B C

11.964 11.964 11.964

49.146 49.146 49.146

44.447 72.73 72.73 72.73

0.000 45.558

112.020

0.000 0.000 0.000

T6 160.000-140.000

150.000 1.11 0.002 0.5817 245.304 A B C

13.520 13.520 13.520

42.287 42.287 42.287

37.044 66.38 66.38 66.38

40.865 45.398

111.757

0.000 0.000 0.000

T7 140.000-120.000

130.000 1.065 0.002 0.5735 285.276 A B C

15.144 15.144 15.144

42.499 42.499 42.499

36.709 63.68 63.68 63.68

81.301 45.218

111.462

0.000 0.000 0.000

T8 110.000 1.016 0.002 0.5640 325.662 A 19.635 46.240 39.912 60.59 80.807 0.000



Page

20 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

z

ft

KZ

qz

ksf

tZ

in

AG

ft2

F

a

c

e

AF

ft2

AR

ft2

Aleg

ft2

Leg

%

CAAA

In

Face

ft2

CAAA

Out

Face

ft2

120.000-100.000 B C

19.635 19.635

46.240 46.240

60.59 60.59

45.011 111.122

0.000 0.000

T9 100.000-80.000

90.000 0.959 0.002 0.5528 376.054 A B C

16.217 16.217 16.217

48.564 48.564 48.564

44.082 68.05 68.05 68.05

80.224 44.767

110.721

0.000 0.000 0.000

T10 80.000-60.000

70.000 0.892 0.002 0.5390 416.008 A B C

16.943 16.943 16.943

48.128 48.128 48.128

43.561 66.94 66.94 66.94

79.511 44.469

110.230

0.000 0.000 0.000

T11 60.000-40.000

50.000 0.811 0.002 0.5212 456.366 A B C

17.956 17.956 17.956

62.463 62.463 62.463

57.783 71.85 71.85 71.85

78.583 44.081

109.592

0.000 0.000 0.000

T12 40.000-20.000

30.000 0.701 0.001 0.4953 496.279 A B C

18.998 18.998 18.998

61.357 61.357 61.357

56.652 70.50 70.50 70.50

77.233 43.516

108.664

0.000 0.000 0.000

T13 20.000-0.000

10.000 0.7 0.001 0.4437 536.525 A B C

20.067 20.067 20.067

60.824 60.824 60.824

56.372 69.69 69.69 69.69

52.188 29.677 74.776

0.000 0.000 0.000

Tower Pressure - Service

GH = 0.850

Section

Elevation

ft

z

ft

KZ

qz

ksf

AG

ft2

F

a

c

e

AF

ft2

AR

ft2

Aleg

ft2

Leg

%

CAAA

In

Face

ft2

CAAA

Out

Face

ft2

T1 240.000-230.0

00

235.000 1.261 0.010 46.458 A B C

0.000 0.000 0.000

6.128 6.128 6.128

2.917 47.60 47.60 47.60

0.000 0.000

29.960

0.000 0.000 0.000

T2 230.000-210.0

00

220.000 1.238 0.010 98.334 A B C

0.000 0.000 0.000

15.018 15.018 15.018

6.667 44.40 44.40 44.40

0.000 8.085

59.919

0.000 0.000 0.000

T3 210.000-200.0

00

205.000 1.213 0.010 66.055 A B C

4.253 4.253 4.253

11.905 11.905 11.905

11.905 73.68 73.68 73.68

0.000 16.170 37.880

0.000 0.000 0.000

T4 200.000-180.0

00

190.000 1.187 0.009 162.528 A B C

8.723 8.723 8.723

24.703 24.703 24.703

24.703 73.90 73.90 73.90

0.000 32.340 91.599

0.000 0.000 0.000

T5 180.000-160.0

00

170.000 1.15 0.009 202.528 A B C

11.964 11.964 11.964

24.703 24.703 24.703

24.703 67.37 67.37 67.37

0.000 32.340 91.599

0.000 0.000 0.000

T6 160.000-140.0

00

150.000 1.11 0.009 243.362 A B C

13.520 13.520 13.520

19.002 19.002 19.002

19.002 58.43 58.43 58.43

25.740 32.340 91.599

0.000 0.000 0.000

T7 140.000-120.0

00

130.000 1.065 0.008 283.362 A B C

15.144 15.144 15.144

19.002 19.002 19.002

19.002 55.65 55.65 55.65

51.480 32.340 91.599

0.000 0.000 0.000

T8 120.000-100.0

00

110.000 1.016 0.008 323.780 A B C

19.635 19.635 19.635

21.385 21.385 21.385

21.385 52.13 52.13 52.13

51.480 32.340 91.599

0.000 0.000 0.000

T9 100.000-80.00

0

90.000 0.959 0.008 374.209 A B C

16.217 16.217 16.217

26.242 26.242 26.242

26.242 61.81 61.81 61.81

51.480 32.340 91.599

0.000 0.000 0.000

T10 80.000-60.000

70.000 0.892 0.007 414.209 A B

16.943 16.943

26.242 26.242

26.242 60.77 60.77

51.480 32.340

0.000 0.000



Page

21 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

z

ft

KZ

qz

ksf

AG

ft2

F

a

c

e

AF

ft2

AR

ft2

Aleg

ft2

Leg

%

CAAA

In

Face

ft2

CAAA

Out

Face

ft2

C 16.943 26.242 60.77 91.599 0.000 T11

60.000-40.000 50.000 0.811 0.006 454.627 A

B C

17.956 17.956 17.956

38.969 38.969 38.969

38.969 68.46 68.46 68.46

51.480 32.340 91.599

0.000 0.000 0.000

T12 40.000-20.000

30.000 0.701 0.005 494.627 A B C

18.998 18.998 18.998

38.969 38.969 38.969

38.969 67.23 67.23 67.23

51.480 32.340 91.599

0.000 0.000 0.000

T13 20.000-0.000

10.000 0.7 0.005 535.044 A B C

20.067 20.067 20.067

40.508 40.508 40.508

40.508 66.87 66.87 66.87

36.036 22.638 64.120

0.000 0.000 0.000

Tower Forces - No Ice - Wind Normal To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.123 0.503 A B C

0.132 0.132 0.132

2.839 2.839 2.839

0.036 1 1 1

1 1 1

3.468 3.468 3.468

0.618 0.062 B

T2 230.000-210.0

00

0.282 1.474 A B C

0.153 0.153 0.153

2.762 2.762 2.762

0.036 1 1 1

1 1 1

8.527 8.527 8.527

1.441 0.072 A

T3 210.000-200.0

00

0.229 1.016 A B C

0.245 0.245 0.245

2.454 2.454 2.454

0.035 1 1 1

1 1 1

11.202 11.202 11.202

1.529 0.153 C

T4 200.000-180.0

00

0.523 2.222 A B C

0.206 0.206 0.206

2.577 2.577 2.577

0.034 1 1 1

1 1 1

22.939 22.939 22.939

3.572 0.179 C

T5 180.000-160.0

00

0.523 2.372 A B C

0.181 0.181 0.181

2.661 2.661 2.661

0.033 1 1 1

1 1 1

26.080 26.080 26.080

3.749 0.187 C

T6 160.000-140.0

00

0.630 3.246 A B C

0.134 0.134 0.134

2.833 2.833 2.833

0.032 1 1 1

1 1 1

24.276 24.276 24.276

3.822 0.191 C

T7 140.000-120.0

00

0.737 3.358 A B C

0.121 0.121 0.121

2.883 2.883 2.883

0.031 1 1 1

1 1 1

25.884 25.884 25.884

4.073 0.204 A

T8 120.000-100.0

00

0.737 4.345 A B C

0.127 0.127 0.127

2.859 2.859 2.859

0.029 1 1 1

1 1 1

31.730 31.730 31.730

4.283 0.214 A

T9 100.000-80.00

0

0.737 5.698 A B C

0.113 0.113 0.113

2.91 2.91 2.91

0.028 1 1 1

1 1 1

31.040 31.040 31.040

4.035 0.202 A

T10 80.000-60.000

0.737 5.804 A B C

0.104 0.104 0.104

2.947 2.947 2.947

0.026 1 1 1

1 1 1

31.756 31.756 31.756

3.827 0.191 A

T11 60.000-40.000

0.737 7.372 A B C

0.125 0.125 0.125

2.865 2.865 2.865

0.023 1 1 1

1 1 1

39.993 39.993 39.993

3.892 0.195 A

T12 40.000-20.000

0.737 7.489 A B C

0.117 0.117 0.117

2.896 2.896 2.896

0.020 1 1 1

1 1 1

41.016 41.016 41.016

3.436 0.172 A

T13 20.000-0.000

0.516 8.297 A B C

0.113 0.113 0.113

2.911 2.911 2.911

0.020 1 1 1

1 1 1

42.946 42.946 42.946

3.120 0.156 A

Sum Weight: 7.246 53.197 OTM 4625.613 41.397



Page

22 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

kip-ft

Tower Forces - No Ice - Wind 60 To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.123 0.503 A B C

0.132 0.132 0.132

2.839 2.839 2.839

0.036 0.8 0.8 0.8

1 1 1

3.468 3.468 3.468

0.618 0.062 C

T2 230.000-210.0

00

0.282 1.474 A B C

0.153 0.153 0.153

2.762 2.762 2.762

0.036 0.8 0.8 0.8

1 1 1

8.527 8.527 8.527

1.441 0.072 B

T3 210.000-200.0

00

0.229 1.016 A B C

0.245 0.245 0.245

2.454 2.454 2.454

0.035 0.8 0.8 0.8

1 1 1

10.351 10.351 10.351

1.467 0.147 A

T4 200.000-180.0

00

0.523 2.222 A B C

0.206 0.206 0.206

2.577 2.577 2.577

0.034 0.8 0.8 0.8

1 1 1

21.194 21.194 21.194

3.442 0.172 A

T5 180.000-160.0

00

0.523 2.372 A B C

0.181 0.181 0.181

2.661 2.661 2.661

0.033 0.8 0.8 0.8

1 1 1

23.687 23.687 23.687

3.570 0.179 A

T6 160.000-140.0

00

0.630 3.246 A B C

0.134 0.134 0.134

2.833 2.833 2.833

0.032 0.8 0.8 0.8

1 1 1

21.573 21.573 21.573

3.615 0.181 A

T7 140.000-120.0

00

0.737 3.358 A B C

0.121 0.121 0.121

2.883 2.883 2.883

0.031 0.8 0.8 0.8

1 1 1

22.855 22.855 22.855

3.845 0.192 B

T8 120.000-100.0

00

0.737 4.345 A B C

0.127 0.127 0.127

2.859 2.859 2.859

0.029 0.8 0.8 0.8

1 1 1

27.803 27.803 27.803

4.004 0.200 B

T9 100.000-80.00

0

0.737 5.698 A B C

0.113 0.113 0.113

2.91 2.91 2.91

0.028 0.8 0.8 0.8

1 1 1

27.796 27.796 27.796

3.814 0.191 B

T10 80.000-60.000

0.737 5.804 A B C

0.104 0.104 0.104

2.947 2.947 2.947

0.026 0.8 0.8 0.8

1 1 1

28.368 28.368 28.368

3.609 0.180 B

T11 60.000-40.000

0.737 7.372 A B C

0.125 0.125 0.125

2.865 2.865 2.865

0.023 0.8 0.8 0.8

1 1 1

36.401 36.401 36.401

3.688 0.184 B

T12 40.000-20.000

0.737 7.489 A B C

0.117 0.117 0.117

2.896 2.896 2.896

0.020 0.8 0.8 0.8

1 1 1

37.217 37.217 37.217

3.247 0.162 B

T13 20.000-0.000

0.516 8.297 A B C

0.113 0.113 0.113

2.911 2.911 2.911

0.020 0.8 0.8 0.8

1 1 1

38.933 38.933 38.933

2.920 0.146 B

Sum Weight: 7.246 53.197 OTM 4413.178 kip-ft

39.279



Page

23 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tower Forces - No Ice - Wind 90 To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.123 0.503 A B C

0.132 0.132 0.132

2.839 2.839 2.839

0.036 0.85 0.85 0.85

1 1 1

3.468 3.468 3.468

0.633 0.063 C

T2 230.000-210.0

00

0.282 1.474 A B C

0.153 0.153 0.153

2.762 2.762 2.762

0.036 0.85 0.85 0.85

1 1 1

8.527 8.527 8.527

1.450 0.073 C

T3 210.000-200.0

00

0.229 1.016 A B C

0.245 0.245 0.245

2.454 2.454 2.454

0.035 0.85 0.85 0.85

1 1 1

10.564 10.564 10.564

1.510 0.151 B

T4 200.000-180.0

00

0.523 2.222 A B C

0.206 0.206 0.206

2.577 2.577 2.577

0.034 0.85 0.85 0.85

1 1 1

21.630 21.630 21.630

3.528 0.176 B

T5 180.000-160.0

00

0.523 2.372 A B C

0.181 0.181 0.181

2.661 2.661 2.661

0.033 0.85 0.85 0.85

1 1 1

24.285 24.285 24.285

3.667 0.183 B

T6 160.000-140.0

00

0.630 3.246 A B C

0.134 0.134 0.134

2.833 2.833 2.833

0.032 0.85 0.85 0.85

1 1 1

22.249 22.249 22.249

3.915 0.196 B

T7 140.000-120.0

00

0.737 3.358 A B C

0.121 0.121 0.121

2.883 2.883 2.883

0.031 0.85 0.85 0.85

1 1 1

23.613 23.613 23.613

4.292 0.215 B

T8 120.000-100.0

00

0.737 4.345 A B C

0.127 0.127 0.127

2.859 2.859 2.859

0.029 0.85 0.85 0.85

1 1 1

28.784 28.784 28.784

4.445 0.222 B

T9 100.000-80.00

0

0.737 5.698 A B C

0.113 0.113 0.113

2.91 2.91 2.91

0.028 0.85 0.85 0.85

1 1 1

28.607 28.607 28.607

4.220 0.211 B

T10 80.000-60.000

0.737 5.804 A B C

0.104 0.104 0.104

2.947 2.947 2.947

0.026 0.85 0.85 0.85

1 1 1

29.215 29.215 29.215

3.989 0.199 B

T11 60.000-40.000

0.737 7.372 A B C

0.125 0.125 0.125

2.865 2.865 2.865

0.023 0.85 0.85 0.85

1 1 1

37.299 37.299 37.299

4.035 0.202 B

T12 40.000-20.000

0.737 7.489 A B C

0.117 0.117 0.117

2.896 2.896 2.896

0.020 0.85 0.85 0.85

1 1 1

38.167 38.167 38.167

3.550 0.178 B

T13 20.000-0.000

0.516 8.297 A B C

0.113 0.113 0.113

2.911 2.911 2.911

0.020 0.85 0.85 0.85

1 1 1

39.936 39.936 39.936

3.149 0.157 B


42.384

Tower Forces - With Ice - Wind Normal To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.380 0.712 A B C

0.275 0.275 0.275

2.364 2.364 2.364

0.002 1 1 1

1 1 1

7.734 7.734 7.734

0.072 0.007 B



Page

24 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T2 230.000-210.0

00

0.869 1.959 A B C

0.29 0.29 0.29

2.322 2.322 2.322

0.002 1 1 1

1 1 1

17.369 17.369 17.369

0.160 0.008 A

T3 210.000-200.0

00

0.707 1.408 A B C

0.425 0.425 0.425

2.017 2.017 2.017

0.002 1 1 1

1 1 1

19.927 19.927 19.927

0.157 0.016 C

T4 200.000-180.0

00

1.623 3.405 A B C

0.35 0.35 0.35

2.171 2.171 2.171

0.002 1 1 1

1 1 1

38.843 38.843 38.843

0.368 0.018 C

T5 180.000-160.0

00

1.614 3.664 A B C

0.299 0.299 0.299

2.299 2.299 2.299

0.002 1 1 1

1 1 1

41.381 41.381 41.381

0.377 0.019 C

T6 160.000-140.0

00

1.948 8.956 A B C

0.228 0.228 0.228

2.507 2.507 2.507

0.002 1 1 1

1 1 1

38.040 38.040 38.040

0.381 0.019 C

T7 140.000-120.0

00

2.272 9.109 A B C

0.202 0.202 0.202

2.589 2.589 2.589

0.002 1 1 1

1 1 1

39.574 39.574 39.574

0.393 0.020 C

T8 120.000-100.0

00

2.251 10.340 A B C

0.202 0.202 0.202

2.588 2.588 2.588

0.002 1 1 1

1 1 1

46.217 46.217 46.217

0.403 0.020 C

T9 100.000-80.00

0

2.225 7.439 A B C

0.172 0.172 0.172

2.691 2.691 2.691

0.002 1 1 1

1 1 1

43.907 43.907 43.907

0.378 0.019 C

T10 80.000-60.000

2.195 7.543 A B C

0.156 0.156 0.156

2.748 2.748 2.748

0.002 1 1 1

1 1 1

44.291 44.291 44.291

0.356 0.018 C

T11 60.000-40.000

2.155 9.257 A B C

0.176 0.176 0.176

2.677 2.677 2.677

0.002 1 1 1

1 1 1

53.605 53.605 53.605

0.352 0.018 C

T12 40.000-20.000

2.098 9.316 A B C

0.162 0.162 0.162

2.728 2.728 2.728

0.001 1 1 1

1 1 1

53.902 53.902 53.902

0.307 0.015 C

T13 20.000-0.000

1.391 9.977 A B C

0.151 0.151 0.151

2.769 2.769 2.769

0.001 1 1 1

1 1 1

54.591 54.591 54.591

0.270 0.013 C


3.974

Tower Forces - With Ice - Wind 60 To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.380 0.712 A B C

0.275 0.275 0.275

2.364 2.364 2.364

0.002 0.8 0.8 0.8

1 1 1

7.734 7.734 7.734

0.072 0.007 C

T2 230.000-210.0

00

0.869 1.959 A B C

0.29 0.29 0.29

2.322 2.322 2.322

0.002 0.8 0.8 0.8

1 1 1

17.369 17.369 17.369

0.160 0.008 B

T3 210.000-200.0

00

0.707 1.408 A B C

0.425 0.425 0.425

2.017 2.017 2.017

0.002 0.8 0.8 0.8

1 1 1

19.076 19.076 19.076

0.153 0.015 A



Page

25 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T4 200.000-180.0

00

1.623 3.405 A B C

0.35 0.35 0.35

2.171 2.171 2.171

0.002 0.8 0.8 0.8

1 1 1

37.099 37.099 37.099

0.361 0.018 A

T5 180.000-160.0

00

1.614 3.664 A B C

0.299 0.299 0.299

2.299 2.299 2.299

0.002 0.8 0.8 0.8

1 1 1

38.988 38.988 38.988

0.367 0.018 A

T6 160.000-140.0

00

1.948 8.956 A B C

0.228 0.228 0.228

2.507 2.507 2.507

0.002 0.8 0.8 0.8

1 1 1

35.336 35.336 35.336

0.368 0.018 A

T7 140.000-120.0

00

2.272 9.109 A B C

0.202 0.202 0.202

2.589 2.589 2.589

0.002 0.8 0.8 0.8

1 1 1

36.546 36.546 36.546

0.379 0.019 A

T8 120.000-100.0

00

2.251 10.340 A B C

0.202 0.202 0.202

2.588 2.588 2.588

0.002 0.8 0.8 0.8

1 1 1

42.290 42.290 42.290

0.386 0.019 A

T9 100.000-80.00

0

2.225 7.439 A B C

0.172 0.172 0.172

2.691 2.691 2.691

0.002 0.8 0.8 0.8

1 1 1

40.664 40.664 40.664

0.364 0.018 A

T10 80.000-60.000

2.195 7.543 A B C

0.156 0.156 0.156

2.748 2.748 2.748

0.002 0.8 0.8 0.8

1 1 1

40.902 40.902 40.902

0.342 0.017 A

T11 60.000-40.000

2.155 9.257 A B C

0.176 0.176 0.176

2.677 2.677 2.677

0.002 0.8 0.8 0.8

1 1 1

50.014 50.014 50.014

0.339 0.017 A

T12 40.000-20.000

2.098 9.316 A B C

0.162 0.162 0.162

2.728 2.728 2.728

0.001 0.8 0.8 0.8

1 1 1

50.102 50.102 50.102

0.295 0.015 A

T13 20.000-0.000

1.391 9.977 A B C

0.151 0.151 0.151

2.769 2.769 2.769

0.001 0.8 0.8 0.8

1 1 1

50.578 50.578 50.578

0.257 0.013 A


3.843

Tower Forces - With Ice - Wind 90 To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.380 0.712 A B C

0.275 0.275 0.275

2.364 2.364 2.364

0.002 0.85 0.85 0.85

1 1 1

7.734 7.734 7.734

0.073 0.007 C

T2 230.000-210.0

00

0.869 1.959 A B C

0.29 0.29 0.29

2.322 2.322 2.322

0.002 0.85 0.85 0.85

1 1 1

17.369 17.369 17.369

0.160 0.008 C

T3 210.000-200.0

00

0.707 1.408 A B C

0.425 0.425 0.425

2.017 2.017 2.017

0.002 0.85 0.85 0.85

1 1 1

19.289 19.289 19.289

0.151 0.015 B

T4 200.000-180.0

00

1.623 3.405 A B C

0.35 0.35 0.35

2.171 2.171 2.171

0.002 0.85 0.85 0.85

1 1 1

37.535 37.535 37.535

0.347 0.017 B

T5 180.000-160.0

00

1.614 3.664 A B C

0.299 0.299 0.299

2.299 2.299 2.299

0.002 0.85 0.85 0.85

1 1 1

39.586 39.586 39.586

0.353 0.018 B



Page

26 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T6 160.000-140.0

00

1.948 8.956 A B C

0.228 0.228 0.228

2.507 2.507 2.507

0.002 0.85 0.85 0.85

1 1 1

36.012 36.012 36.012

0.370 0.018 B

T7 140.000-120.0

00

2.272 9.109 A B C

0.202 0.202 0.202

2.589 2.589 2.589

0.002 0.85 0.85 0.85

1 1 1

37.303 37.303 37.303

0.395 0.020 B

T8 120.000-100.0

00

2.251 10.340 A B C

0.202 0.202 0.202

2.588 2.588 2.588

0.002 0.85 0.85 0.85

1 1 1

43.272 43.272 43.272

0.402 0.020 B

T9 100.000-80.00

0

2.225 7.439 A B C

0.172 0.172 0.172

2.691 2.691 2.691

0.002 0.85 0.85 0.85

1 1 1

41.475 41.475 41.475

0.378 0.019 B

T10 80.000-60.000

2.195 7.543 A B C

0.156 0.156 0.156

2.748 2.748 2.748

0.002 0.85 0.85 0.85

1 1 1

41.749 41.749 41.749

0.356 0.018 B

T11 60.000-40.000

2.155 9.257 A B C

0.176 0.176 0.176

2.677 2.677 2.677

0.002 0.85 0.85 0.85

1 1 1

50.912 50.912 50.912

0.351 0.018 B

T12 40.000-20.000

2.098 9.316 A B C

0.162 0.162 0.162

2.728 2.728 2.728

0.001 0.85 0.85 0.85

1 1 1

51.052 51.052 51.052

0.306 0.015 B

T13 20.000-0.000

1.391 9.977 A B C

0.151 0.151 0.151

2.769 2.769 2.769

0.001 0.85 0.85 0.85

1 1 1

51.581 51.581 51.581

0.265 0.013 B


3.906

Tower Forces - Service - Wind Normal To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.123 0.503 A B C

0.132 0.132 0.132

2.839 2.839 2.839

0.010 1 1 1

1 1 1

3.468 3.468 3.468

0.168 0.017 B

T2 230.000-210.0

00

0.282 1.474 A B C

0.153 0.153 0.153

2.762 2.762 2.762

0.010 1 1 1

1 1 1

8.527 8.527 8.527

0.392 0.020 A

T3 210.000-200.0

00

0.229 1.016 A B C

0.245 0.245 0.245

2.454 2.454 2.454

0.010 1 1 1

1 1 1

11.202 11.202 11.202

0.416 0.042 C

T4 200.000-180.0

00

0.523 2.222 A B C

0.206 0.206 0.206

2.577 2.577 2.577

0.009 1 1 1

1 1 1

22.939 22.939 22.939

0.972 0.049 C

T5 180.000-160.0

00

0.523 2.372 A B C

0.181 0.181 0.181

2.661 2.661 2.661

0.009 1 1 1

1 1 1

26.080 26.080 26.080

1.021 0.051 C

T6 160.000-140.0

00

0.630 3.246 A B C

0.134 0.134 0.134

2.833 2.833 2.833

0.009 1 1 1

1 1 1

24.276 24.276 24.276

1.041 0.052 C

T7 140.000-120.0

00

0.737 3.358 A B C

0.121 0.121 0.121

2.883 2.883 2.883

0.008 1 1 1

1 1 1

25.884 25.884 25.884

1.109 0.055 A



Page

27 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T8 120.000-100.0

00

0.737 4.345 A B C

0.127 0.127 0.127

2.859 2.859 2.859

0.008 1 1 1

1 1 1

31.730 31.730 31.730

1.166 0.058 A

T9 100.000-80.00

0

0.737 5.698 A B C

0.113 0.113 0.113

2.91 2.91 2.91

0.008 1 1 1

1 1 1

31.040 31.040 31.040

1.098 0.055 A

T10 80.000-60.000

0.737 5.804 A B C

0.104 0.104 0.104

2.947 2.947 2.947

0.007 1 1 1

1 1 1

31.756 31.756 31.756

1.042 0.052 A

T11 60.000-40.000

0.737 7.372 A B C

0.125 0.125 0.125

2.865 2.865 2.865

0.006 1 1 1

1 1 1

39.993 39.993 39.993

1.059 0.053 A

T12 40.000-20.000

0.737 7.489 A B C

0.117 0.117 0.117

2.896 2.896 2.896

0.005 1 1 1

1 1 1

41.016 41.016 41.016

0.935 0.047 A

T13 20.000-0.000

0.516 8.297 A B C

0.113 0.113 0.113

2.911 2.911 2.911

0.005 1 1 1

1 1 1

42.946 42.946 42.946

0.849 0.042 A


11.269

Tower Forces - Service - Wind 60 To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.123 0.503 A B C

0.132 0.132 0.132

2.839 2.839 2.839

0.010 0.8 0.8 0.8

1 1 1

3.468 3.468 3.468

0.168 0.017 C

T2 230.000-210.0

00

0.282 1.474 A B C

0.153 0.153 0.153

2.762 2.762 2.762

0.010 0.8 0.8 0.8

1 1 1

8.527 8.527 8.527

0.392 0.020 B

T3 210.000-200.0

00

0.229 1.016 A B C

0.245 0.245 0.245

2.454 2.454 2.454

0.010 0.8 0.8 0.8

1 1 1

10.351 10.351 10.351

0.399 0.040 A

T4 200.000-180.0

00

0.523 2.222 A B C

0.206 0.206 0.206

2.577 2.577 2.577

0.009 0.8 0.8 0.8

1 1 1

21.194 21.194 21.194

0.937 0.047 A

T5 180.000-160.0

00

0.523 2.372 A B C

0.181 0.181 0.181

2.661 2.661 2.661

0.009 0.8 0.8 0.8

1 1 1

23.687 23.687 23.687

0.972 0.049 A

T6 160.000-140.0

00

0.630 3.246 A B C

0.134 0.134 0.134

2.833 2.833 2.833

0.009 0.8 0.8 0.8

1 1 1

21.573 21.573 21.573

0.984 0.049 A

T7 140.000-120.0

00

0.737 3.358 A B C

0.121 0.121 0.121

2.883 2.883 2.883

0.008 0.8 0.8 0.8

1 1 1

22.855 22.855 22.855

1.047 0.052 B

T8 120.000-100.0

00

0.737 4.345 A B C

0.127 0.127 0.127

2.859 2.859 2.859

0.008 0.8 0.8 0.8

1 1 1

27.803 27.803 27.803

1.090 0.054 B

T9 100.000-80.00

0

0.737 5.698 A B C

0.113 0.113 0.113

2.91 2.91 2.91

0.008 0.8 0.8 0.8

1 1 1

27.796 27.796 27.796

1.038 0.052 B



Page

28 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T10 80.000-60.000

0.737 5.804 A B C

0.104 0.104 0.104

2.947 2.947 2.947

0.007 0.8 0.8 0.8

1 1 1

28.368 28.368 28.368

0.982 0.049 B

T11 60.000-40.000

0.737 7.372 A B C

0.125 0.125 0.125

2.865 2.865 2.865

0.006 0.8 0.8 0.8

1 1 1

36.401 36.401 36.401

1.004 0.050 B

T12 40.000-20.000

0.737 7.489 A B C

0.117 0.117 0.117

2.896 2.896 2.896

0.005 0.8 0.8 0.8

1 1 1

37.217 37.217 37.217

0.884 0.044 B

T13 20.000-0.000

0.516 8.297 A B C

0.113 0.113 0.113

2.911 2.911 2.911

0.005 0.8 0.8 0.8

1 1 1

38.933 38.933 38.933

0.795 0.040 B


10.692

Tower Forces - Service - Wind 90 To Face

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T1 240.000-230.0

00

0.123 0.503 A B C

0.132 0.132 0.132

2.839 2.839 2.839

0.010 0.85 0.85 0.85

1 1 1

3.468 3.468 3.468

0.172 0.017 C

T2 230.000-210.0

00

0.282 1.474 A B C

0.153 0.153 0.153

2.762 2.762 2.762

0.010 0.85 0.85 0.85

1 1 1

8.527 8.527 8.527

0.395 0.020 C

T3 210.000-200.0

00

0.229 1.016 A B C

0.245 0.245 0.245

2.454 2.454 2.454

0.010 0.85 0.85 0.85

1 1 1

10.564 10.564 10.564

0.411 0.041 B

T4 200.000-180.0

00

0.523 2.222 A B C

0.206 0.206 0.206

2.577 2.577 2.577

0.009 0.85 0.85 0.85

1 1 1

21.630 21.630 21.630

0.960 0.048 B

T5 180.000-160.0

00

0.523 2.372 A B C

0.181 0.181 0.181

2.661 2.661 2.661

0.009 0.85 0.85 0.85

1 1 1

24.285 24.285 24.285

0.998 0.050 B

T6 160.000-140.0

00

0.630 3.246 A B C

0.134 0.134 0.134

2.833 2.833 2.833

0.009 0.85 0.85 0.85

1 1 1

22.249 22.249 22.249

1.066 0.053 B

T7 140.000-120.0

00

0.737 3.358 A B C

0.121 0.121 0.121

2.883 2.883 2.883

0.008 0.85 0.85 0.85

1 1 1

23.613 23.613 23.613

1.168 0.058 B

T8 120.000-100.0

00

0.737 4.345 A B C

0.127 0.127 0.127

2.859 2.859 2.859

0.008 0.85 0.85 0.85

1 1 1

28.784 28.784 28.784

1.210 0.060 B

T9 100.000-80.00

0

0.737 5.698 A B C

0.113 0.113 0.113

2.91 2.91 2.91

0.008 0.85 0.85 0.85

1 1 1

28.607 28.607 28.607

1.149 0.057 B

T10 80.000-60.000

0.737 5.804 A B C

0.104 0.104 0.104

2.947 2.947 2.947

0.007 0.85 0.85 0.85

1 1 1

29.215 29.215 29.215

1.086 0.054 B

T11 60.000-40.000

0.737 7.372 A B C

0.125 0.125 0.125

2.865 2.865 2.865

0.006 0.85 0.85 0.85

1 1 1

37.299 37.299 37.299

1.098 0.055 B



Page

29 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

Elevation

ft

Add

Weight

K

Self

Weight

K

F

a

c

e

e CF

qz

ksf

DF

DR

AE

ft2

F

K

w

klf

Ctrl.

Face

T12 40.000-20.000

0.737 7.489 A B C

0.117 0.117 0.117

2.896 2.896 2.896

0.005 0.85 0.85 0.85

1 1 1

38.167 38.167 38.167

0.966 0.048 B

T13 20.000-0.000

0.516 8.297 A B C

0.113 0.113 0.113

2.911 2.911 2.911

0.005 0.85 0.85 0.85

1 1 1

39.936 39.936 39.936

0.857 0.043 B


11.537

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 35.535 Bracing Weight 17.662 Total Member Self-Weight 53.197 10.598 2.405 Total Weight 69.285 10.598 2.405 Wind 0 deg - No Ice 0.315 -56.548 -7730.159 -57.445 26.938 Wind 30 deg - No Ice 27.069 -46.425 -6464.634 -3787.723 45.166 Wind 60 deg - No Ice 43.972 -25.484 -3579.603 -6185.768 21.486 Wind 90 deg - No Ice 51.560 -0.315 -49.252 -7149.088 -0.501 Wind 120 deg - No Ice 48.405 27.680 3764.747 -6589.432 9.338 Wind 150 deg - No Ice 28.699 49.876 6771.533 -3883.565 -8.883 Wind 180 deg - No Ice -0.315 54.430 7538.921 62.255 -26.938 Wind 210 deg - No Ice -27.069 46.425 6485.830 3792.532 -45.166 Wind 240 deg - No Ice -45.806 26.543 3707.018 6374.551 -21.486 Wind 270 deg - No Ice -51.560 0.315 70.448 7153.897 0.501 Wind 300 deg - No Ice -46.571 -26.621 -3637.333 6410.267 -9.338 Wind 330 deg - No Ice -28.699 -49.876 -6750.337 3888.374 8.883 Member Ice 29.889 Total Weight Ice 119.404 30.020 6.075 Wind 0 deg - Ice 0.022 -5.176 -672.840 1.884 2.866 Wind 30 deg - Ice 2.417 -4.153 -545.163 -329.684 3.840 Wind 60 deg - Ice 3.909 -2.263 -286.836 -540.723 2.169 Wind 90 deg - Ice 4.566 -0.022 25.829 -625.504 1.009 Wind 120 deg - Ice 4.284 2.454 361.481 -574.400 1.193 Wind 150 deg - Ice 2.542 4.415 627.741 -337.857 -0.033 Wind 180 deg - Ice -0.022 5.045 720.018 10.266 -2.866 Wind 210 deg - Ice -2.417 4.153 605.203 341.833 -3.840 Wind 240 deg - Ice -4.022 2.329 353.308 564.011 -2.169 Wind 270 deg - Ice -4.566 0.022 34.211 637.653 -1.009 Wind 300 deg - Ice -4.171 -2.389 -295.010 575.411 -1.193 Wind 330 deg - Ice -2.542 -4.415 -567.701 350.006 0.033 Total Weight 69.285 10.598 2.405 Wind 0 deg - Service 0.086 -15.393 -2106.323 -14.302 7.333 Wind 30 deg - Service 7.369 -12.637 -1761.832 -1029.727 12.295 Wind 60 deg - Service 11.970 -6.937 -976.493 -1682.503 5.849 Wind 90 deg - Service 14.035 -0.086 -15.490 -1944.730 -0.136 Wind 120 deg - Service 13.176 7.535 1022.725 -1792.385 2.542 Wind 150 deg - Service 7.812 13.577 1841.208 -1055.816 -2.418 Wind 180 deg - Service -0.086 14.817 2050.099 18.282 -7.333 Wind 210 deg - Service -7.369 12.637 1763.436 1033.707 -12.295



Page

30 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

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 240 deg - Service -12.469 7.225 1007.011 1736.563 -5.849 Wind 270 deg - Service -14.035 0.086 17.094 1948.710 0.136 Wind 300 deg - Service -12.677 -7.247 -992.208 1746.286 -2.542 Wind 330 deg - Service -7.812 -13.577 -1839.604 1059.797 2.418

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 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service



Page

31 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Comb.

No.

Description

48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service

Maximum Member Forces Section

No.

Elevation

ft

Component

Type

Condition Gov.

Load

Comb.

Axial

K

Major Axis

Moment

kip-ft

Minor Axis

Moment

kip-ft

T1 240 - 230 Leg Max Tension 15 27.919 -0.006 0.229 Max. Compression 18 -30.873 0.172 -0.094 Max. Mx 8 -26.259 0.205 0.046 Max. My 2 -30.146 0.006 -0.232 Max. Vy 10 4.593 -0.179 -0.078 Max. Vx 2 -5.114 -0.015 0.194 Diagonal Max Tension 8 4.437 0.000 0.000 Max. Compression 20 -4.455 0.000 0.000 Max. Mx 18 0.249 -0.003 0.000 Max. My 20 -3.944 -0.001 -0.001 Max. Vy 35 0.004 -0.002 0.000 Max. Vx 20 0.001 -0.001 -0.001 Top Girt Max Tension 2 1.754 0.000 0.000 Max. Compression 14 -1.806 0.000 0.000 Max. Mx 26 -0.005 0.011 0.000 Max. My 10 -0.856 0.000 0.000 Max. Vy 26 -0.010 0.000 0.000 Max. Vx 10 -0.000 0.000 0.000 Bottom Girt Max Tension 6 0.453 0.000 0.000 Max. Compression 18 -0.454 0.000 0.000 Max. Mx 26 0.001 0.011 0.000 Max. My 10 0.235 0.000 0.000 Max. Vy 26 -0.010 0.000 0.000 Max. Vx 10 -0.000 0.000 0.000

T2 230 - 210 Leg Max Tension 23 78.759 0.108 -0.004 Max. Compression 18 -84.388 0.497 0.016 Max. Mx 18 -30.946 0.588 0.010 Max. My 12 -2.075 0.005 -0.290 Max. Vy 18 -4.702 0.588 0.010 Max. Vx 12 2.456 0.005 -0.290 Diagonal Max Tension 8 5.677 0.000 0.000 Max. Compression 8 -5.708 0.000 0.000 Max. Mx 16 2.506 -0.008 0.001 Max. My 22 -5.102 -0.001 -0.003 Max. Vy 35 0.007 -0.004 -0.000 Max. Vx 22 -0.001 0.000 0.000 Top Girt Max Tension 18 0.364 0.000 0.000 Max. Compression 6 -0.379 0.000 0.000 Max. Mx 26 -0.003 0.011 0.000 Max. My 10 -0.197 0.000 0.000 Max. Vy 26 0.010 0.000 0.000 Max. Vx 10 -0.000 0.000 0.000 Bottom Girt Max Tension 22 1.470 0.000 0.000 Max. Compression 19 -1.368 0.000 0.000 Max. Mx 26 0.082 0.014 0.000 Max. My 22 -0.687 0.000 -0.000 Max. Vy 26 0.011 0.000 0.000 Max. Vx 22 -0.000 0.000 0.000

T3 210 - 200 Leg Max Tension 7 87.833 -0.477 -0.015 Max. Compression 18 -94.184 6.667 -0.002



Page

32 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Component

Type

Condition Gov.

Load

Comb.

Axial

K

Major Axis

Moment

kip-ft

Minor Axis

Moment

kip-ft

Max. Mx 6 86.253 -7.067 -0.028 Max. My 12 -4.618 -0.209 -9.515 Max. Vy 6 1.762 -7.067 -0.028 Max. Vx 12 2.024 -0.209 -9.515 Diagonal Max Tension 23 9.089 0.089 0.010 Max. Compression 10 -9.762 0.000 0.000 Max. Mx 22 6.362 0.092 0.000 Max. My 10 -9.742 -0.074 -0.048 Max. Vy 16 -0.020 0.081 -0.004 Max. Vx 10 0.009 0.000 0.000

T4 200 - 180 Leg Max Tension 7 138.828 -5.332 -0.033 Max. Compression 18 -148.279 6.669 0.112 Max. Mx 6 114.026 -7.067 -0.028 Max. My 12 -5.361 -0.210 -9.515 Max. Vy 6 -0.346 -7.067 -0.028 Max. Vx 16 0.729 -0.350 9.420 Diagonal Max Tension 8 10.342 0.000 0.000 Max. Compression 8 -10.642 0.000 0.000 Max. Mx 18 7.908 0.077 0.002 Max. My 11 -6.407 -0.020 -0.021 Max. Vy 18 -0.020 0.076 0.002 Max. Vx 10 0.004 -0.018 -0.020

T5 180 - 160 Leg Max Tension 15 180.499 -5.030 -0.025 Max. Compression 18 -191.631 6.863 0.236 Max. Mx 2 -190.885 6.915 -0.007 Max. My 16 -4.600 -0.137 7.042 Max. Vy 2 -0.373 6.915 -0.007 Max. Vx 16 -0.408 -0.137 7.042 Diagonal Max Tension 8 8.547 0.000 0.000 Max. Compression 8 -9.093 0.000 0.000 Max. Mx 18 5.331 0.131 0.008 Max. My 22 -8.340 -0.039 0.025 Max. Vy 18 -0.030 0.131 0.008 Max. Vx 22 -0.004 0.000 0.000

T6 160 - 140 Leg Max Tension 15 222.610 -5.494 0.210 Max. Compression 2 -238.034 5.800 0.061 Max. Mx 2 -213.035 6.915 -0.007 Max. My 16 -6.858 -0.132 7.206 Max. Vy 6 -2.657 -5.449 -0.072 Max. Vx 24 2.363 0.049 2.567 Diagonal Max Tension 22 11.463 0.000 0.000 Max. Compression 10 -12.039 0.000 0.000 Max. Mx 18 6.141 0.130 0.012 Max. My 22 -10.245 0.000 0.027 Max. Vy 33 0.040 0.063 0.009 Max. Vx 22 -0.004 0.000 0.000

T7 140 - 120 Leg Max Tension 15 271.435 -5.839 -0.018 Max. Compression 2 -291.692 6.212 -0.007 Max. Mx 14 269.392 -6.392 -0.003 Max. My 16 -8.242 -0.212 7.957 Max. Vy 14 0.195 -6.392 -0.003 Max. Vx 4 0.403 -0.117 -7.930 Diagonal Max Tension 8 11.608 0.000 0.000 Max. Compression 8 -11.993 0.000 0.000 Max. Mx 2 10.163 0.134 0.006 Max. My 22 -11.190 0.006 0.022 Max. Vy 33 0.046 0.080 0.011 Max. Vx 22 -0.004 0.000 0.000

T8 120 - 100 Leg Max Tension 15 317.345 -6.158 -0.021 Max. Compression 2 -342.902 11.501 -0.168 Max. Mx 3 -339.292 11.512 -0.167



Page

33 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Component

Type

Condition Gov.

Load

Comb.

Axial

K

Major Axis

Moment

kip-ft

Minor Axis

Moment

kip-ft

Max. My 16 -10.056 -0.159 11.822 Max. Vy 14 0.685 -11.427 0.150 Max. Vx 16 -1.264 -0.159 11.822 Diagonal Max Tension 24 12.182 0.000 0.000 Max. Compression 24 -12.644 0.000 0.000 Max. Mx 14 9.106 0.186 -0.007 Max. My 22 -11.223 0.042 0.042 Max. Vy 33 0.061 0.114 -0.014 Max. Vx 22 -0.006 0.000 0.000

T9 100 - 80 Leg Max Tension 15 344.805 -11.377 0.152 Max. Compression 2 -373.436 13.184 -0.083 Max. Mx 14 341.114 -13.651 0.081 Max. My 16 -11.904 -0.481 21.641 Max. Vy 6 0.470 -13.234 -0.110 Max. Vx 16 -0.967 -0.481 21.641 Diagonal Max Tension 24 16.489 0.000 0.000 Max. Compression 2 -17.998 0.000 0.000 Max. Mx 14 14.429 -0.517 -0.003 Max. My 22 -13.495 -0.114 -0.148 Max. Vy 33 -0.123 -0.332 -0.052 Max. Vx 22 0.015 0.000 0.000

T10 80 - 60 Leg Max Tension 15 388.227 -13.524 0.084 Max. Compression 2 -423.921 15.341 -0.154 Max. Mx 3 -419.095 15.365 -0.153 Max. My 16 -13.317 -0.481 21.641 Max. Vy 29 -0.455 -3.685 -0.061 Max. Vx 16 0.902 -0.481 21.641 Diagonal Max Tension 24 17.884 0.000 0.000 Max. Compression 24 -18.804 0.000 0.000 Max. Mx 2 16.288 -0.530 -0.053 Max. My 16 14.289 -0.470 -0.090 Max. Vy 33 -0.138 -0.410 -0.064 Max. Vx 4 -0.010 0.000 0.000

T11 60 - 40 Leg Max Tension 15 426.322 -15.285 0.142 Max. Compression 2 -468.895 16.339 -0.131 Max. Mx 2 -468.895 16.339 -0.131 Max. My 16 -15.364 -0.258 12.533 Max. Vy 29 0.769 -9.544 -0.030 Max. Vx 4 -0.634 -0.060 -12.505 Diagonal Max Tension 24 18.082 0.000 0.000 Max. Compression 24 -19.164 0.000 0.000 Max. Mx 14 13.703 -0.519 -0.064 Max. My 16 -9.270 -0.312 -0.077 Max. Vy 33 -0.147 -0.424 -0.065 Max. Vx 34 -0.009 0.000 0.000

T12 40 - 20 Leg Max Tension 15 464.309 -15.444 0.122 Max. Compression 2 -515.032 13.153 0.034 Max. Mx 2 -513.027 16.339 -0.131 Max. My 12 -25.271 -1.087 -27.941 Max. Vy 29 -1.062 -9.544 -0.030 Max. Vx 16 -1.311 -1.196 27.402 Diagonal Max Tension 24 18.082 0.000 0.000 Max. Compression 24 -18.864 0.000 0.000 Max. Mx 14 12.297 -0.565 -0.050 Max. My 14 -16.332 -0.278 -0.110 Max. Vy 33 -0.163 -0.552 -0.077 Max. Vx 14 0.011 0.000 0.000

T13 20 - 0 Leg Max Tension 15 497.387 -14.519 -0.031 Max. Compression 2 -555.478 0.000 0.000 Max. Mx 14 492.072 -14.813 -0.034 Max. My 12 -26.039 -1.087 -27.941



Page

34 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Component

Type

Condition Gov.

Load

Comb.

Axial

K

Major Axis

Moment

kip-ft

Minor Axis

Moment

kip-ft

Max. Vy 14 -1.151 -14.813 -0.034 Max. Vx 16 1.799 -1.196 27.402 Diagonal Max Tension 25 19.886 0.000 0.000 Max. Compression 24 -21.216 0.000 0.000 Max. Mx 12 5.661 -0.567 -0.095 Max. My 16 15.410 -0.508 -0.109 Max. Vy 32 -0.164 -0.486 0.073 Max. Vx 16 0.011 0.000 0.000

Maximum Reactions

Location Condition Gov.

Load

Comb.

Vertical

K

Horizontal, X

K

Horizontal, Z

K

Leg C Max. Vert 18 553.934 48.235 -26.971 Max. Hx 18 553.934 48.235 -26.971 Max. Hz 7 -489.004 -43.231 24.069 Min. Vert 7 -489.004 -43.231 24.069 Min. Hx 7 -489.004 -43.231 24.069 Min. Hz 18 553.934 48.235 -26.971

Leg B Max. Vert 10 569.312 -50.231 -28.612 Max. Hx 23 -504.766 45.253 25.749 Max. Hz 25 -460.004 40.486 26.062 Min. Vert 23 -504.766 45.253 25.749 Min. Hx 10 569.312 -50.231 -28.612 Min. Hz 10 569.312 -50.231 -28.612

Leg A Max. Vert 2 579.631 0.939 58.645 Max. Hx 21 16.083 3.352 1.245 Max. Hz 2 579.631 0.939 58.645 Min. Vert 15 -516.368 -0.979 -52.938 Min. Hx 9 24.620 -3.357 1.923 Min. Hz 15 -516.368 -0.979 -52.938

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 69.285 0.000 -0.000 10.597 2.403 -0.000 1.2 Dead+1.6 Wind 0 deg - No Ice

83.142 0.503 -90.473 -12427.337 -93.428 43.028

0.9 Dead+1.6 Wind 0 deg - No Ice

62.356 0.503 -90.475 -12416.614 -94.044 43.047


83.142 43.310 -74.278 -10394.464 -6089.090 72.385


62.356 43.309 -74.277 -10385.395 -6082.494 72.380


83.142 70.354 -40.774 -5757.782 -9943.720 34.467


62.356 70.352 -40.773 -5754.026 -9932.439 34.444


83.142 82.494 -0.503 -83.363 -11491.664 -0.754



Page

35 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Load


K

Shearx

K

Shearz

K

Overturning

Moment, Mx kip-ft

Overturning

Moment, Mz kip-ft

Torque

kip-ft 0.9 Dead+1.6 Wind 90 deg - No Ice

62.356 82.492 -0.503 -86.352 -11478.711 -0.789


83.142 77.444 44.287 6046.192 -10590.767 15.107


62.356 77.445 44.287 6036.223 -10579.625 15.064


83.142 45.917 79.800 10878.426 -6242.227 -13.958


62.356 45.917 79.798 10862.534 -6235.809 -13.996


83.142 -0.503 87.086 12112.493 99.062 -43.032


62.356 -0.503 87.084 12094.907 98.198 -43.051


83.142 -43.310 74.278 10420.324 6094.493 -72.389


62.356 -43.310 74.276 10404.714 6086.611 -72.384


83.142 -73.287 42.468 5953.872 10244.263 -34.470


62.356 -73.288 42.468 5943.889 10231.859 -34.447


83.142 -82.494 0.504 109.115 11497.509 0.757


62.356 -82.492 0.504 105.875 11483.082 0.792


83.142 -74.511 -42.593 -5850.090 10301.927 -15.099


62.356 -74.510 -42.592 -5846.347 10288.946 -15.057


83.142 -45.917 -79.800 -10852.777 6248.159 13.960


62.356 -45.916 -79.799 -10843.429 6240.075 13.998

1.2 Dead+1.0 Ice+1.0 Temp 133.261 0.000 -0.001 32.119 6.533 0.000 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp

133.261 0.022 -5.175 -675.359 2.458 2.857

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

133.261 2.417 -4.153 -546.924 -331.539 3.841


133.261 3.909 -2.263 -286.738 -544.183 2.181


133.261 4.566 -0.022 28.310 -629.459 1.034


133.261 4.284 2.454 366.287 -577.917 1.215


133.261 2.542 4.414 634.514 -339.726 -0.015


133.261 -0.022 5.045 727.490 10.914 -2.857


133.261 -2.417 4.153 611.882 344.916 -3.842


133.261 -4.022 2.328 358.102 568.664 -2.182


133.261 -4.566 0.022 36.758 642.831 -1.033


133.261 -4.170 -2.389 -294.924 580.189 -1.215


133.261 -2.542 -4.414 -569.556 353.102 0.016

Dead+Wind 0 deg - Service 69.285 0.086 -15.392 -2104.415 -13.936 7.323 Dead+Wind 30 deg - Service 69.285 7.368 -12.637 -1758.610 -1033.168 12.300



Page

36 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Load


K

Shearx

K

Shearz

K

Overturning

Moment, Mx kip-ft

Overturning

Moment, Mz kip-ft

Torque

kip-ft Dead+Wind 60 deg - Service 69.285 11.969 -6.937 -970.370 -1688.503 5.862 Dead+Wind 90 deg - Service 69.285 14.035 -0.086 -5.687 -1951.648 -0.119 Dead+Wind 120 deg - Service 69.285 13.176 7.535 1036.435 -1798.712 2.566 Dead+Wind 150 deg - Service 69.285 7.812 13.576 1857.844 -1059.285 -2.395 Dead+Wind 180 deg - Service 69.285 -0.086 14.816 2067.655 18.790 -7.323 Dead+Wind 210 deg - Service 69.285 -7.368 12.637 1779.920 1038.046 -12.300 Dead+Wind 240 deg - Service 69.285 -12.469 7.225 1020.725 1743.645 -5.862 Dead+Wind 270 deg - Service 69.285 -14.035 0.086 27.031 1956.515 0.119 Dead+Wind 300 deg - Service 69.285 -12.676 -7.246 -986.076 1753.291 -2.565 Dead+Wind 330 deg - Service 69.285 -7.812 -13.576 -1836.543 1064.129 2.395

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 -69.285 0.000 -0.000 69.285 0.000 0.000% 2 0.503 -83.142 -90.477 -0.503 83.142 90.473 0.003% 3 0.503 -62.356 -90.477 -0.503 62.356 90.475 0.002% 4 43.311 -83.142 -74.279 -43.310 83.142 74.278 0.001% 5 43.311 -62.356 -74.279 -43.309 62.356 74.277 0.003% 6 70.355 -83.142 -40.775 -70.354 83.142 40.774 0.002% 7 70.355 -62.356 -40.775 -70.352 62.356 40.773 0.004% 8 82.495 -83.142 -0.503 -82.494 83.142 0.503 0.001% 9 82.495 -62.356 -0.503 -82.492 62.356 0.503 0.003% 10 77.448 -83.142 44.289 -77.444 83.142 -44.287 0.003% 11 77.448 -62.356 44.289 -77.445 62.356 -44.287 0.002% 12 45.918 -83.142 79.801 -45.917 83.142 -79.800 0.001% 13 45.918 -62.356 79.801 -45.917 62.356 -79.798 0.003% 14 -0.503 -83.142 87.088 0.503 83.142 -87.086 0.002% 15 -0.503 -62.356 87.088 0.503 62.356 -87.084 0.004% 16 -43.311 -83.142 74.279 43.310 83.142 -74.278 0.001% 17 -43.311 -62.356 74.279 43.310 62.356 -74.276 0.003% 18 -73.290 -83.142 42.469 73.287 83.142 -42.468 0.003% 19 -73.290 -62.356 42.469 73.288 62.356 -42.468 0.002% 20 -82.495 -83.142 0.503 82.494 83.142 -0.504 0.001% 21 -82.495 -62.356 0.503 82.492 62.356 -0.504 0.003% 22 -74.513 -83.142 -42.594 74.511 83.142 42.593 0.002% 23 -74.513 -62.356 -42.594 74.510 62.356 42.592 0.004% 24 -45.918 -83.142 -79.801 45.917 83.142 79.800 0.001% 25 -45.918 -62.356 -79.801 45.916 62.356 79.799 0.003% 26 0.000 -133.261 0.000 -0.000 133.261 0.001 0.001% 27 0.022 -133.261 -5.176 -0.022 133.261 5.175 0.000% 28 2.417 -133.261 -4.153 -2.417 133.261 4.153 0.000% 29 3.909 -133.261 -2.263 -3.909 133.261 2.263 0.000% 30 4.566 -133.261 -0.022 -4.566 133.261 0.022 0.000% 31 4.284 -133.261 2.454 -4.284 133.261 -2.454 0.000% 32 2.542 -133.261 4.415 -2.542 133.261 -4.414 0.000% 33 -0.022 -133.261 5.045 0.022 133.261 -5.045 0.000% 34 -2.417 -133.261 4.153 2.417 133.261 -4.153 0.000% 35 -4.022 -133.261 2.329 4.022 133.261 -2.328 0.000% 36 -4.566 -133.261 0.022 4.566 133.261 -0.022 0.000% 37 -4.171 -133.261 -2.389 4.170 133.261 2.389 0.000% 38 -2.542 -133.261 -4.415 2.542 133.261 4.414 0.000% 39 0.086 -69.285 -15.393 -0.086 69.285 15.392 0.001% 40 7.369 -69.285 -12.637 -7.368 69.285 12.637 0.001% 41 11.970 -69.285 -6.937 -11.969 69.285 6.937 0.001% 42 14.035 -69.285 -0.086 -14.035 69.285 0.086 0.001%



Page

37 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Load

Comb.

Sum of Applied Forces Sum of Reactions

% Error PX

K

PY

K

PZ

K

PX

K

PY

K

PZ

K

43 13.176 -69.285 7.535 -13.176 69.285 -7.535 0.001% 44 7.812 -69.285 13.577 -7.812 69.285 -13.576 0.001% 45 -0.086 -69.285 14.817 0.086 69.285 -14.816 0.001% 46 -7.369 -69.285 12.637 7.368 69.285 -12.637 0.001% 47 -12.469 -69.285 7.225 12.469 69.285 -7.225 0.001% 48 -14.035 -69.285 0.086 14.035 69.285 -0.086 0.001% 49 -12.677 -69.285 -7.247 12.676 69.285 7.246 0.001% 50 -7.812 -69.285 -13.577 7.812 69.285 13.576 0.001%

Non-Linear Convergence Results

Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance

1 Yes 6 0.00000001 0.00000001 2 Yes 11 0.00005769 0.00012938 3 Yes 11 0.00004005 0.00009014 4 Yes 12 0.00000001 0.00006670 5 Yes 11 0.00005315 0.00011933 6 Yes 12 0.00000001 0.00007670 7 Yes 11 0.00006289 0.00014146 8 Yes 12 0.00000001 0.00006707 9 Yes 11 0.00005326 0.00011997 10 Yes 11 0.00005797 0.00013020 11 Yes 11 0.00004029 0.00009083 12 Yes 12 0.00000001 0.00006607 13 Yes 11 0.00005279 0.00011802 14 Yes 12 0.00000001 0.00007631 15 Yes 11 0.00006291 0.00014081 16 Yes 12 0.00000001 0.00006632 17 Yes 11 0.00005271 0.00011840 18 Yes 11 0.00005810 0.00013101 19 Yes 11 0.00004038 0.00009138 20 Yes 12 0.00000001 0.00006653 21 Yes 11 0.00005267 0.00011871 22 Yes 12 0.00000001 0.00007636 23 Yes 11 0.00006282 0.00014083 24 Yes 12 0.00000001 0.00006591 25 Yes 11 0.00005263 0.00011767 26 Yes 6 0.00000001 0.00008314 27 Yes 11 0.00000001 0.00011221 28 Yes 11 0.00000001 0.00010962 29 Yes 11 0.00000001 0.00010880 30 Yes 11 0.00000001 0.00011092 31 Yes 11 0.00000001 0.00011791 32 Yes 11 0.00000001 0.00012560 33 Yes 11 0.00000001 0.00012983 34 Yes 11 0.00000001 0.00012854 35 Yes 11 0.00000001 0.00012417 36 Yes 11 0.00000001 0.00011989 37 Yes 11 0.00000001 0.00011804 38 Yes 11 0.00000001 0.00011551 39 Yes 11 0.00000001 0.00012007 40 Yes 11 0.00000001 0.00012479 41 Yes 11 0.00000001 0.00012919 42 Yes 11 0.00000001 0.00012517 43 Yes 11 0.00000001 0.00012050



Page

38 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

44 Yes 11 0.00000001 0.00012456 45 Yes 11 0.00000001 0.00012919 46 Yes 11 0.00000001 0.00012540 47 Yes 11 0.00000001 0.00012154 48 Yes 11 0.00000001 0.00012553 49 Yes 11 0.00000001 0.00012914 50 Yes 11 0.00000001 0.00012428

Maximum Tower Deflections - Service Wind

Section

No.

Elevation

ft

Horz.

Deflection

in

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 240 - 230 6.027 44 0.3033 0.0469 T2 230 - 210 5.393 44 0.2941 0.0428 T3 210 - 200 4.233 44 0.2500 0.0348 T4 200 - 180 3.727 44 0.2238 0.0271 T5 180 - 160 2.848 44 0.1838 0.0158 T6 160 - 140 2.147 44 0.1418 0.0117 T7 140 - 120 1.588 44 0.1179 0.0097 T8 120 - 100 1.128 44 0.0929 0.0076 T9 100 - 80 0.762 44 0.0726 0.0057

T10 80 - 60 0.478 44 0.0559 0.0045 T11 60 - 40 0.270 44 0.0392 0.0032 T12 40 - 20 0.123 44 0.0253 0.0021 T13 20 - 0 0.032 44 0.0114 0.0010

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft

Appurtenance Gov.

Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of

Curvature

ft

241.000 4' Lightning Rod 44 6.027 0.3033 0.0469 63006 215.000 741 989 w/Mount Pipe 44 4.505 0.2632 0.0376 22720 205.000 Ericsson AIR32 B66AaB2a 44 3.974 0.2365 0.0311 23869 150.000 WBX045T19R000G w/ Mount Pipe 44 1.853 0.1285 0.0106 40889

Maximum Tower Deflections - Design Wind

Section

No.

Elevation

ft

Horz.

Deflection

in

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 240 - 230 35.320 12 1.7558 0.2763 T2 230 - 210 31.603 12 1.7055 0.2524 T3 210 - 200 24.806 12 1.4533 0.2055 T4 200 - 180 21.842 12 1.3037 0.1599 T5 180 - 160 16.693 12 1.0759 0.0928 T6 160 - 140 12.587 12 0.8310 0.0692 T7 140 - 120 9.312 12 0.6908 0.0569 T8 120 - 100 6.614 12 0.5444 0.0449 T9 100 - 80 4.472 12 0.4255 0.0338



Page

39 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Horz.

Deflection

in

Gov.

Load

Comb.

Tilt

°

Twist

°

T10 80 - 60 2.806 12 0.3279 0.0262 T11 60 - 40 1.582 12 0.2297 0.0191 T12 40 - 20 0.721 12 0.1486 0.0124 T13 20 - 0 0.187 12 0.0669 0.0060

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft

Appurtenance Gov.

Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of

Curvature

ft

241.000 4' Lightning Rod 12 35.320 1.7558 0.2763 11227 215.000 741 989 w/Mount Pipe 12 26.401 1.5294 0.2218 3989 205.000 Ericsson AIR32 B66AaB2a 12 23.289 1.3757 0.1835 4168 150.000 WBX045T19R000G w/ Mount Pipe 12 10.865 0.7526 0.0625 7028

Compression Checks

Leg Design Data (Compression) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 1 3/4 10.000 2.479 68.0 K=1.00

2.4053 -27.311 77.187 0.354 1

T2 230 - 210 2 20.002 2.213 53.1

K=1.00 3.1416 -84.388 115.019 0.734 1

T3 210 - 200 Valmont 208951 10.017 10.017 45.4

K=1.00 3.6816 -94.184 142.493 0.661 1

T4 200 - 180 Valmont 207629 20.033 10.017 37.8

K=1.00 5.3014 -148.279 214.859 0.690 1

T5 180 - 160 Valmont 207629 20.033 10.017 37.8

K=1.00 5.3014 -191.631 214.859 0.892 1

T6 160 - 140 Pirod 195559 20.033 10.017 27.8

K=1.00 9.4248 -238.034 400.895 0.594 1

T7 140 - 120 Pirod 195559 20.033 10.017 27.8

K=1.00 9.4248 -291.692 400.895 0.728 1

T8 120 - 100 Pirod 195560 20.033 10.017 24.7

K=1.00 11.9282 -342.902 513.414 0.668 1

T9 100 - 80 Pirod 139283 20.033 20.033 32.6

K=1.00 14.7262 -373.436 613.145 0.609 1

T10 80 - 60 Pirod 139283 20.033 20.033 32.6

K=1.00 14.7262 -423.921 613.145 0.691 1

T11 60 - 40 Pirod 139284 20.033 20.033 32.6

K=1.00 17.8187 -468.895 741.993 0.632 1

T12 40 - 20 Pirod 139284 20.033 20.033 32.6

K=1.00 17.8187 -515.032 741.993 0.694 1



Page

40 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T13 20 - 0 Pirod 139285 20.033 20.033 32.5 K=1.00

21.2057 -555.478 883.145 0.629 1

1 P u / φPn controls

Truss-Leg Diagonal Data Section

No.

Elevation

ft

Diagonal Size

Ld

ft

Kl/r

φPn

K

A

in2

Vu

K φVn

K

Stress

Ratio

T3 210 - 200 0.5 1.483 142.4 165.670 0.1963 2.033 2.448 0.830

T4 200 - 180 0.5 1.471 141.2 238.565 0.1963 0.731 2.490 0.294

T5 180 - 160 0.5 1.471 141.2 238.565 0.1963 0.408 2.490 0.164

T6 160 - 140 0.5 1.425 136.8 424.115 0.1963 0.656 2.686 0.244

T7 140 - 120 0.5 1.425 136.8 424.115 0.1963 0.405 2.686 0.151

T8 120 - 100 0.625 1.413 108.5 536.771 0.3068 1.265 6.062 0.209

T9 100 - 80 0.75 1.758 112.5 662.680 0.4418 0.969 9.971 0.097

T10 80 - 60 0.75 1.758 112.5 662.680 0.4418 0.904 9.971 0.091

T11 60 - 40 0.75 1.743 111.5 801.842 0.4418 0.769 10.086 0.076

T12 40 - 20 0.75 1.743 111.5 801.842 0.4418 1.316 10.086 0.131

T13 20 - 0 0.75 1.728 110.6 954.259 0.4418 1.803 10.201 0.177

Diagonal Design Data (Compression) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 3/4 5.138 2.486 143.2 K=0.90

0.4418 -4.455 4.869 0.915 1

T2 230 - 210 1 5.392 2.620 113.2

K=0.90 0.7854 -5.708 13.852 0.412 1

T3 210 - 200 L2 1/2x2 1/2x3/16 11.416 5.191 124.5

K=0.99 0.9020 -9.762 12.926 0.755 1

T4 200 - 180 L2 1/2x2 1/2x3/16 11.930 5.591 131.9

K=0.97 0.9020 -10.642 11.697 0.910 1

T5 180 - 160 L3x3x3/16 13.796 6.535 128.9

K=0.98 1.0900 -8.883 14.662 0.606 1



Page

41 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T6 160 - 140 L3x3x5/16 15.243 7.290 141.8 K=0.95

1.7800 -12.039 20.006 0.602 1

T7 140 - 120 L3x3x5/16 16.803 8.090 154.2

K=0.94 1.7800 -11.722 16.912 0.693 1

T8 120 - 100 L3 1/2x3 1/2x5/16 17.616 8.517 141.5

K=0.96 2.0900 -12.644 23.593 0.536 1

T9 100 - 80 2L4x4x1/4x5/8 26.255 12.742 121.6

K=1.00 3.8750 -17.998 57.160 0.315 1

T10 80 - 60 2L4x4x1/4x5/8 27.592 13.434 126.7

K=0.98 3.8750 -18.804 53.629 0.351 1

T11 60 - 40 2L4x4x1/4x5/8 29.006 14.158 132.0

K=0.97 3.8750 -19.164 50.025 0.383 1

T12 40 - 20 2L4x4x1/4x5/8 30.485 14.911 137.5

K=0.96 3.8750 -18.864 46.326 0.407 1

T13 20 - 0 2L4x4x1/4x5/8 32.021 15.690 143.2

K=0.95 3.8750 -21.216 42.718 0.497 1


Top Girt Design Data (Compression) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 1 4.500 4.354 146.3 K=0.70

0.7854 -1.806 8.290 0.218 1

T2 230 - 210 1 4.502 4.335 145.7

K=0.70 0.7854 -0.379 8.362 0.045 1


Bottom Girt Design Data (Compression) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 1 4.500 4.354 146.3 K=0.70

0.7854 -0.454 8.290 0.055 1

T2 230 - 210 1 5.000 4.833 162.4

K=0.70 0.7854 -1.368 6.728 0.203 1




Page

42 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Tension Checks

Leg Design Data (Tension) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 1 3/4 10.000 0.083 2.3 2.4053 27.919 108.238 0.258 1

T2 230 - 210 2 20.002 2.213 53.1 3.1416 78.759 141.372 0.557 1

T3 210 - 200 Valmont 208951 10.017 10.017 45.4 3.6816 87.833 165.670 0.530 1

T4 200 - 180 Valmont 207629 20.033 10.017 37.8 5.3014 138.828 238.565 0.582 1

T5 180 - 160 Valmont 207629 20.033 10.017 37.8 5.3014 180.499 238.565 0.757 1

T6 160 - 140 Pirod 195559 20.033 10.017 27.8 9.4248 222.088 424.115 0.524 1

T7 140 - 120 Pirod 195559 20.033 10.017 27.8 9.4248 271.435 424.115 0.640 1

T8 120 - 100 Pirod 195560 20.033 10.017 24.7 11.9282 317.345 536.771 0.591 1

T9 100 - 80 Pirod 139283 20.033 20.033 32.6 14.7262 344.805 662.680 0.520 1

T10 80 - 60 Pirod 139283 20.033 20.033 32.6 14.7262 388.227 662.680 0.586 1

T11 60 - 40 Pirod 139284 20.033 20.033 32.6 17.8187 426.322 801.842 0.532 1

T12 40 - 20 Pirod 139284 20.033 20.033 32.6 17.8187 464.310 801.842 0.579 1

T13 20 - 0 Pirod 139285 20.033 20.033 32.5 21.2057 497.387 954.259 0.521 1


Truss-Leg Diagonal Data Section

No.

Elevation

ft

Diagonal Size

Ld

ft

Kl/r

φPn

K

A

in2

Vu

K φVn

K

Stress

Ratio

T3 210 - 200 0.5 1.483 142.4 165.670 0.1963 2.033 2.448 0.830

T4 200 - 180 0.5 1.471 141.2 238.565 0.1963 0.731 2.490 0.294

T5 180 - 160 0.5 1.471 141.2 238.565 0.1963 0.408 2.490 0.164

T6 160 - 140 0.5 1.425 136.8 424.115 0.1963 0.656 2.686 0.244

T7 140 - 120 0.5 1.425 136.8 424.115 0.1963 0.405 2.686 0.151



Page

43 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Diagonal Size

Ld

ft

Kl/r

φPn

K

A

in2

Vu

K φVn

K

Stress

Ratio

T8 120 - 100 0.625 1.413 108.5 536.771 0.3068 1.265 6.062 0.209

T9 100 - 80 0.75 1.758 112.5 662.680 0.4418 0.969 9.971 0.097

T10 80 - 60 0.75 1.758 112.5 662.680 0.4418 0.904 9.971 0.091

T11 60 - 40 0.75 1.743 111.5 801.842 0.4418 0.769 10.086 0.076

T12 40 - 20 0.75 1.743 111.5 801.842 0.4418 1.316 10.086 0.131

T13 20 - 0 0.75 1.728 110.6 954.259 0.4418 1.803 10.201 0.177

Diagonal Design Data (Tension) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 3/4 5.138 2.486 159.1 0.4418 4.437 19.880 0.223 1

T2 230 - 210 1 5.392 2.620 125.8 0.7854 5.677 35.343 0.161 1

T3 210 - 200 L2 1/2x2 1/2x3/16 11.416 5.191 80.1 0.9020 9.089 29.225 0.311 1

T4 200 - 180 L2 1/2x2 1/2x3/16 11.930 5.591 86.2 0.9020 10.342 29.225 0.354 1

T5 180 - 160 L3x3x3/16 13.128 6.224 79.5 1.0900 8.547 35.316 0.242 1

T6 160 - 140 L3x3x5/16 15.243 7.290 94.9 1.7800 11.463 57.672 0.199 1

T7 140 - 120 L3x3x5/16 16.010 7.703 100.3 1.7800 11.608 57.672 0.201 1

T8 120 - 100 L3 1/2x3 1/2x5/16 17.616 8.517 94.6 2.0900 12.182 67.716 0.180 1

T9 100 - 80 2L4x4x1/4x5/8 26.255 12.742 122.1 3.8750 16.489 125.550 0.131 1

T10 80 - 60 2L4x4x1/4x5/8 27.592 13.434 128.7 3.8750 17.884 125.550 0.142 1

T11 60 - 40 2L4x4x1/4x5/8 29.006 14.158 135.6 3.8750 18.082 125.550 0.144 1

T12 40 - 20 2L4x4x1/4x5/8 30.485 14.911 142.9 3.8750 18.082 125.550 0.144 1

T13 20 - 0 2L4x4x1/4x5/8 32.021 15.690 150.3 3.8750 19.886 125.550 0.158 1


Top Girt Design Data (Tension)



Page

44 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 1 4.500 4.354 209.0 0.7854 1.754 35.343 0.050 1

T2 230 - 210 1 4.502 4.335 208.1 0.7854 0.364 35.343 0.010 1


Bottom Girt Design Data (Tension) Section

No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

T1 240 - 230 1 4.500 4.354 209.0 0.7854 0.453 35.343 0.013 1

T2 230 - 210 1 5.000 4.833 232.0 0.7854 1.470 35.343 0.042 1


Section Capacity Table

Section

No.

Elevation

ft

Component

Type

Size Critical

Element

P

K

øPallow

K

%

Capacity

Pass

Fail

T1 240 - 230 Leg 1 3/4 1 -27.311 77.187 35.4 Pass T2 230 - 210 Leg 2 34 -84.388 115.019 73.4 Pass T3 210 - 200 Leg Valmont 208951 97 -94.184 142.493 83.0 Pass T4 200 - 180 Leg Valmont 207629 106 -148.279 214.859 69.0 Pass T5 180 - 160 Leg Valmont 207629 121 -191.631 214.859 89.2 Pass T6 160 - 140 Leg Pirod 195559 138 -238.034 400.895 59.4 Pass T7 140 - 120 Leg Pirod 195559 153 -291.692 400.895 72.8 Pass T8 120 - 100 Leg Pirod 195560 168 -342.902 513.414 66.8 Pass T9 100 - 80 Leg Pirod 139283 183 -373.436 613.145 60.9 Pass T10 80 - 60 Leg Pirod 139283 192 -423.921 613.145 69.1 Pass T11 60 - 40 Leg Pirod 139284 201 -468.895 741.993 63.2 Pass T12 40 - 20 Leg Pirod 139284 210 -515.032 741.993 69.4 Pass T13 20 - 0 Leg Pirod 139285 219 -555.478 883.145 62.9 Pass T1 240 - 230 Diagonal 3/4 10 -4.455 4.869 91.5 Pass T2 230 - 210 Diagonal 1 50 -5.708 13.852 41.2 Pass T3 210 - 200 Diagonal L2 1/2x2 1/2x3/16 101 -9.762 12.926 75.5 Pass T4 200 - 180 Diagonal L2 1/2x2 1/2x3/16 116 -10.642 11.697 91.0 Pass T5 180 - 160 Diagonal L3x3x3/16 125 -8.883 14.662 60.6 Pass T6 160 - 140 Diagonal L3x3x5/16 140 -12.039 20.006 60.2 Pass T7 140 - 120 Diagonal L3x3x5/16 155 -11.722 16.912 69.3 Pass T8 120 - 100 Diagonal L3 1/2x3 1/2x5/16 178 -12.644 23.593 53.6 Pass T9 100 - 80 Diagonal 2L4x4x1/4x5/8 187 -17.998 57.160 31.5 Pass T10 80 - 60 Diagonal 2L4x4x1/4x5/8 196 -18.804 53.629 35.1 Pass T11 60 - 40 Diagonal 2L4x4x1/4x5/8 205 -19.164 50.025 38.3 Pass T12 40 - 20 Diagonal 2L4x4x1/4x5/8 214 -18.864 46.326 40.7 Pass T13 20 - 0 Diagonal 2L4x4x1/4x5/8 223 -21.216 42.718 49.7 Pass



Page

45 of 45


Project


Date

12:35:21 12/06/18

Atlanta, GA

Phone: (678) 990-8700

FAX: (678) 990-8701

Client

BlueSky Designed by

Josh Turner

Section

No.

Elevation

ft

Component

Type

Size Critical

Element

P

K

øPallow

K

%

Capacity

Pass

Fail

T1 240 - 230 Top Girt 1 4 -1.806 8.290 21.8 Pass T2 230 - 210 Top Girt 1 38 -0.379 8.362 4.5 Pass T1 240 - 230 Bottom Girt 1 8 -0.454 8.290 5.5 Pass T2 230 - 210 Bottom Girt 1 41 -1.368 6.728 20.3 Pass

Summary Leg (T5) 89.2 Pass Diagonal

(T1) 91.5 Pass

Top Girt (T1)

21.8 Pass

Bottom Girt (T2)

20.3 Pass

RATING = 91.5 Pass

Program Version 8.0.4.0 - 8/15/2018 File:Z:/Projects/2018/18000 - 18299 - GA/18003.xxx - Blue Sky/18003.011 - NC-5009 Jenny's Branch SA/AT&T (2018-12-03)/NC-5009_SA_ATT_120318.eri

Site Name: Program Last Updated:

Site Number: Bennett & Pless Inc.

Engineer:

Engineering Number:

Date:

Design Base Loads (Factored) - Analysis per TIA-222-G Standards

Analyze or Design a Foundation? Analyze

Foundation Mapped: N

Moment (M): 0.0 k-ft

Shear/Leg (V): 59.0 k

Compression/Leg (P): 580.0 k

Uplift/Leg (U): 516.0 k

Tower Type (GT / SST / MP): SST

Diameter of Caisson (d): 8.5 ft

Caisson Embedment (L-h): 58.0 ft

Caisson Height Above Ground (h): 0.5 ft

Depth Below Ground Surface to Water Table (w): 7.0 ft

Unit Weight of Concrete: 150.0 pcf

Unit Weight of Water: 62.4 pcf

Tension Skin Friction/Compression Skin Friction: 1.00

Pullout Angle: 30.0 degrees

Soil Mechanical Properties

γSoil Cohesion φTop Bottom (pcf) (psf) (degree)

0.0 3.0 105 0 0

3.0 8.0 105 0 31

8.0 10.0 105 0 31

10.0 28.0 103 0 29

28.0 33.0 98 100 0

33.0 38.0 103 0 33

38.0 48.0 103 0 33

48.0 59.0 103 0 33

Required Embedment: 48.7

Volume of Concrete: 3319.6 ft3 = 122.9 yd

3

Weight of Concrete (Buoyancy Effect Considered): 317.4 k

Average Soil Unit Weight: 48.1 pcf

Skin Friction Resistance: 934.6 k

Compressive Bearing Resistance: 680.9 k

Pullout Weight (Minus Concrete Weight): 4521.3 k

Nominal Uplift Capacity per Leg (φsTn): 939.0 k

Nominal Compressive Capacity per Leg (φsPn): 1211.7 k

Pu: 765.8 k

Tu/φsTn: 0.55 Result: OK

Pu/φsPn: 0.63 Result: OK

Total Lateral Resistance: 5867.1 k

Inflection Point (Below Ground Surface): 41.9 ft

Design Overturning Moment At Inflection Point (MD): 2499.8 k-ft

Nominal Moment Capacity (φsMn): 53089.4 k-ft

MD/φsMn: 0.05 Result: OK

φs: 0.75

400

0

0

0

0

Engineer Notes

0

Ultimate Bearing

800

Boone's Neck

NC-5009

JT

12/06/18

6/2/2017

0

ft - OK, Caisson Embedment Satisfactory

Depth (ft)

1000

Ultimate Skin

Friction (psf)

800 0

Pressure (psf)

600

400

400

12000

Rev 1

0

Caisson Strength Capacity

Concrete Compressive Strength (f'c): 3000 psi

Vertical Steel Rebar Size #: 9

Vertical Steel Rebar Area: 1.00 in2

Required # of Vertical Rebar to Satisfy Reinforcement Strength: 14

# of Vertical Steel Rebars: 41

Vertical Steel Rebar Yield Strength (Fy): 60 ksi

Horizontal Tie / Stirrup Size #: 5

Horizontal Tie / Stirrup Area: 0.31 in2

Required Horizontal Tie / Stirrup Spacing: 12.0 in

Design Horizontal Tie / Stirrup Spacing: 18.0

Horizontal Tie / Stirrup Steel Yield Strength (Fy): 60 ksi

Rebar Cage Diameter: 94.0 in

Strength Bending/Tension Reduction Factor (φB): 0.90 ACI318-14 - 21.2.2

Strength Shear Reduction Factor (φV): 0.75 ACI318-14 - 21.2.1

Strength Compression Reduction Factor (φV): 0.65 ACI318-14 - 21.2.2

Steel Elastic Modulus: 29000 ksi

Maximum Allowable Strain in Rebar: 0.0075 ACI318-14 21.2.2

Design Moment (Mu): 885.0 k-ft

Nominal Moment Capacity (φBMn): 8036.0 k-ft - ACI318-14 - 22.2

Mu/φBMn: 0.11 Result: OK

Design Shear (Vu): 59.0 k

Nominal Shear Capacity (φVVn): 650.1 k - ACI318-14 - 22.5.5 or 22.5.10.5.3

Vu/φVVn: 0.09 Result: OK

Design Tension (Tu): 516.0 k

Nominal Tension Capacity (φTTn): 2214.0 k - ACI318-14 - 22.2

Tu/φTTn: 0.23 Result: OK

Design Compression (Pu): 765.8 k

Nominal Compression Capacity (φPPn): 10780.8 k - ACI318-14 - 22.4.2

Pu/φPPn: 0.07 Result: OK

Bending Reinforcement Ratio: 0.005

Mu/φBMn + Tu/φTTn: 0.34 Result: OK

in

ACI318-14 - 10.3.1.2

0.0 59.00 29.50

0.0 59.00 29.50

0.0 59.00 29.50

-7.3 -0.02 29.50

-7.3 -0.02 29.50

-7.3 -0.02 29.50

-14.5 -0.20 28.69

-14.5 -0.20 28.69

-14.5 -0.20 28.69

-21.8 -0.41 26.47

-21.8 -0.41 26.47

-21.8 -0.41 26.47

-29.0 -0.68 22.49

-29.0 -0.68 22.49

-29.0 -0.68 22.49

-36.3 -0.81 17.08

-41.9 -1.14 11.60

-41.9 -1.14 11.60

-43.5 -1.05 9.81

-43.5 -1.05 9.81

-43.5 -1.05 9.81

-50.8 -0.55 4.01

-50.8 -0.55 4.01

-50.8 -0.55 4.01

-58.0 0.00 0.00

-70

-60

-50

-40

-30

-20

-10

0

-20 0 20 40 60 80

De

pth

(ft

)

Shear (k)

Design Factored Shear / Depth

-70

-60

-50

-40

-30

-20

-10

0

0 10 20 30 40

De

pth

(ft

)Moment (k-ft)

Design Factored Moment / Depth

-5000

0

5000

10000

15000

20000

25000

0 5000 10000 15000 20000 25000 30000

Axi

al

(kip

)

Moment (k-ft)

Nominal and Factored Moment Capacity and Factored Design Loads

Pu & Mu

Tu & Mu

Factored Envelope

Nominal Envelope

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:

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:

(1) 4426 B66 / (1) B14 4478

Antenna Weight (Per Item, In Lbs.)

120

Antenna Model# (Attach Specs)

Mount Type(Attach Specs)

Manufacturer

10

(1) 4426 B66 / (1) B14 4478

(1) 741-989 panel, (1) RRUS-12+RRUS-A2

(1) 741-989 panel, (1) RRUS-12+RRUS-A2

Antenna Quantity 1 1 1

Dish Manufacturer

Dish Model# (attach Specs)

Shared Generator Peak Usage:Generator Owner:

BACK-UP POWER INFORMATION

Telco/Interconnect Requirements: T1

3

Generation Location:

Fuel Tank Size:

843-814-9961

SST

Number: [email protected]

[email protected]

Number:

33 55 34.98996

78 19 57.68004

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

HPS, Inc./TPG Wireless

11/15/2018

Applicant Information

Email:

Applicant Contact Information

Tower Information

RF Contact Name:

Leasing Contact Name:

Primary Contact/Agent Name:

Notice Address for Site License:

Cindy Key

Email: 478-244-8891Number:

Boones Neck

478-158

4/30/2017

AT&T

Contact/Agent Company Name:

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

BST NC-5009

[email protected]

James Burgess

508-530-3564

508-530-3580

Contact/Agent Number:

Boones Neck

[email protected]

Email:

Email: Construction Contact Name:

Email:

Ashley Santillo/MasTec

Don Slowek

919-674-5883

Cindy Key

478-244-8891

Contact/Agent Fax:

[email protected]

240'

Number: Account Payable Contact Name:

Total# Of Lines For Equipment In Column

Installation Status

Sector Frame

Number:

Structure Type:

Antenna Dimensions (WxHxD)(Ft Or Inches)

SECTOR 3

ACE

(1) XXQLH-654L8H8-iVT

Sector Frame Sector Frame

96x19.7x7.5

EQUIPMENT SPECIFICATIONS

Structure Height:

241'

SECTOR 4

Proposed

SECTOR 1 SECTOR 2

241'

W(ft)

Electrical Service Provider:

POWER REQUIREMENTS

Generator Required:

Cabinet/Shelter Manufacturer/Model:

Concrete Pad for Shelter:

DIMS: L(ft)

GROUND SPACE REQUIREMENTS

Line Type

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

1

1, 1

Swap (3) 741-989 antennas for (3) XXQLH-654L8H8-iVT antennas. Swap (3) RRUS-12 + RRUS-A2 for (3) B14 4478. Add (3) 4426 B66 RRUS, (1) DC Power cable and (1) Surge Supressor

Equipment Type

Applicant Must fill in all bolded sections

Panel

Tower Mount Mounting Height

Azimuths

ATM Tide Acquisition Company, LLC Contact Email:

575 Morosgo Drive, Atlanta GA 30324

Fuel Tank Size:

Type of Technology

62.4

RRU

Panel

241'

DIMS: L(ft)

(1) 741-989 panel, (1) RRUS-12+RRUS-A2Removing Equipment (If Applicable)

740-745, 1950-1975

TX Power Output

ERP (Watts)

Transmit Frequency (Mhz)

Antenna Gain (Db)

7/8" DC Pwer

1, 1

62.4

270

2830 Boones Neck Road Supply, NC 28462

RRU / Surge Suppressor

2, 1

(1) 4426 B66 / (1) B14 4478 / DC6-48-60-18-8C-EV

62.4

Desired RAD Center (Ft AGL)

Summary of Work to be Completed:

Proposed Proposed

96x19.7x7.5

ACE

Panel

UMTS, GSM, LTE

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 Ericsson Ericsson

RRU Transmitter/Receiver Type/RRU/Junction Boxes

ACE


W(ft)

96x19.7x7.5


710-715, 1870-1890

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

Existing Equipment:

Comments:

Final Configuration after work is completed:

www.blueskytower.com

Final configuration:3) EPBQ-652L8H8 Ant;(3) SBNHH-1 D65C Ant; (3) XXQLH-654L8H8-iVT ant; (3) RRUS-11; ( 3) RRUS-32; (3) RRUS-32 B2; (3) B14 4478; (3) 4426 B66; (1)Raycap D C6-48-60-18-8F; (1) DC6-48-60-18-8C; (1) DC6-48-60- 18-8C-EV; (12) 1-5/8" Coax; (5) DC Power; (2) Fiber; and (1) RET C able. (6) STI-1900AL-FULL3-Ex2-C ground mounted.

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