Structural Analysis Report€¦ · Structural Analysis Report Structure : 240 foot Self-Support BST...

Structural Analysis Report

Structure : 240 foot Self-Support

BST Site Name : Boones Neck

BST Site Number : NC-5009

Proposed Carrier : T-Mobile

Carrier Site Name : Caledonia

Carrier Site Number : 3LIR154B - Relo

Site Location : 2830 Boones Neck Road

Supply, NC 28462 (Brunswick County)

33.9264, -78.3327

Date : December 10, 2019

Max Member Stress Level : 93% (Tower)

: 57% (Foundation)

Result : PASS

Prepared by:

Bennett & Pless, Inc.

B&P Job No.: 19003.014

12/10/2019

Table of Contents

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

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

Final Proposed Equipment Loading for T-Mobile ......................................................... 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 T-Mobile. 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 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 Structural Analysis, dated December 03, 2018 BlueSky T-Mobile Collocation Application, dated December 6, 2019

Tower Reinforcement Information Tower has not been previously reinforced.

Final Proposed Equipment Loading for T-Mobile

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

Antenna/Equipment Coax

Mount RAD Qty. Antenna Type Qty. Size/Type

205.0

- 3 Sector Frame Mount

8 1-5/8” Hybrid 205.0

4 Ericsson AIR32 KRD901146-1_B66A_B2A Panel

4 RFS APXVAARR24_43-U-A20 Panel

4 Ericsson Radio 449 B12+B71 RRU

Note: All equipment shown above is proposed.

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

Design Criteria The tower was analyzed using tnxTower (Version 8.0.5.0) tower analysis software using the following design

criteria.

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

TIA/EIA Standard Code TIA-222-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.

Yours Very Truly,

Analysis by:

Phillip Nejman, P.E.

Project Engineer

Reviewed by:

John Bozzetto, P.E.

Principal

12/10/2019

Reviewedfor CodeCompliance

JM

Standard Conditions

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

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

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

on the structure and it components, or relevant information.

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

measurements of the structure.

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

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

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

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

changed from the original design condition.

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

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

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

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

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

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

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

recommendations made by others based on the information we supply.

Disclaimer of Warranties

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

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

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

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

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

received for preparation of this report.

Attachment 1:

Calculations

Experience Structural Expertise


47 Perimeter Center East, Suite 500

Atlanta, GA 30346 Phone: (678) 990-8700

FAX: (678) 990-8701

Job: NC-5009 (Boones Neck)

Project: 19003.014 (T-Mobile) Client: BlueSky Towers Drawn by: P. Nejman App'd:

Code: TIA-222-G Date: 12/10/19 Scale: NTS Path:

Z:\Shared\Projects\2019\19000 - 19299 - Atlanta\19003.xxx - Blue Sky\19003.014 - NC-5009 Boones Neck SA\Calcs\NC-5009_SA_T-Mobile_121019.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 22 kip-ft

79 K

SHEAR

10658 kip-ft

MOMENT

83 K

AXIAL

30 mph WIND - 0.2500 in ICE

TORQUE 2 kip-ft

4 K

SHEAR

596 kip-ft

MOMENT

132 K

AXIAL

SHEAR: 46 K

UPLIFT: -437 K

SHEAR: 51 K

DOWN: 501 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 2

07

62

9P

iro

d 1

95

55

9P

iro

d 1

95

56

0P

iro

d 1

39

28

3P

iro

d 1

39

28

4P

iro

d 1

39

28

5

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

otto

m G

irts

SR

1N

.A.

F

ace

Wid

th (

ft)

4.5

56

81

01

21

41

61

82

02

22

42

6

#

Pa

ne

ls @

(ft)

13

@ 2

.33

33

31

1 @

10

5 @

20

W

eig

ht (K

)0.5

1.4

1.0

2.2

2.4

3.2

3.4

4.3

5.7

5.8

7.4

7.5

8.3

53

.1

SYMBOL LISTMARK MARKSIZE SIZE

A Valmont 208951

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

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

TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure B to the TIA-222-G Standard.3. Tower designed for a 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: 92.6%

Experience Structural Expertise


47 Perimeter Center East, Suite 500

Atlanta, GA 30346 Phone: (678) 990-8700

FAX: (678) 990-8701

Job: NC-5009 (Boones Neck)

Project: 19003.014 (T-Mobile) Client: BlueSky Towers Drawn by: P. Nejman App'd:

Code: TIA-222-G Date: 12/10/19 Scale: NTS Path:

Z:\Shared\Projects\2019\19000 - 19299 - Atlanta\19003.xxx - Blue Sky\19003.014 - NC-5009 Boones Neck SA\Calcs\NC-5009_SA_T-Mobile_121019.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

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 2

07

62

9P

iro

d 1

95

55

9P

iro

d 1

95

56

0P

iro

d 1

39

28

3P

iro

d 1

39

28

4P

iro

d 1

39

28

5

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

otto

m G

irts

SR

1N

.A.

F

ace

Wid

th (

ft)

4.5

56

81

01

21

41

61

82

02

22

42

6

#

Pa

ne

ls @

(ft)

13

@ 2

.33

33

31

1 @

10

5 @

20

W

eig

ht (K

)0.5

1.4

1.0

2.2

2.4

3.2

3.4

4.3

5.7

5.8

7.4

7.5

8.3

53

.1

4' Lightning Rod 240 Beacon (.035k 2.250CAAA) 240 ACE XXQLH-654L8H8-iVT (ATT) 240 ACE XXQLH-654L8H8-iVT (ATT) 240 ACE XXQLH-654L8H8-iVT (ATT) 240 EPBQ-652L8H8 (ATT) 240 EPBQ-652L8H8 (ATT) 240 EPBQ-652L8H8 (ATT) 240 SBNHH-1D65C w/ Mount Pipe (ATT) 240 SBNHH-1D65C w/ Mount Pipe (ATT) 240 SBNHH-1D65C w/ Mount Pipe (ATT) 240 RRUS 11 (ATT) 240 RRUS 11 (ATT) 240 RRUS 11 (ATT) 240 RRUS-4478 B14 (ATT) 240 RRUS-4478 B14 (ATT) 240 RRUS-4478 B14 (ATT) 240 Ericsson 4426 B66 (ATT) 240 Ericsson 4426 B66 (ATT) 240 Ericsson 4426 B66 (ATT) 240 RRUS 32 B2 (ATT) 240 RRUS 32 B2 (ATT) 240 RRUS 32 B2 (ATT) 240 RRUS 32 (ATT) 240 RRUS 32 (ATT) 240 RRUS 32 (ATT) 240 DC6-48-60-18-8F (ATT) 240 DC6-48-60-18-8C (ATT) 240 DC6-48-60-18-8C-EV (ATT) 240 12.5' T-Frame (Kenwood T1684KT12-4114) (ATT)

240 12.5' T-Frame (Kenwood T1684KT12-4114) (ATT)

240 12.5' T-Frame (Kenwood T1684KT12-4114) (ATT)

240 741 989 w/Mount Pipe (ATMC) 215 741 989 w/Mount Pipe (ATMC) 215 741 989 w/Mount Pipe (ATMC) 215 800 10122 w/ Mount Pipe (ATMC) 215 800 10122 w/ Mount Pipe (ATMC) 215 800 10122 w/ Mount Pipe (ATMC) 215 RRUS-11 (ATMC) 215 RRUS-11 (ATMC) 215 RRUS-11 (ATMC) 215 DC6-48-60-18-8F (ATMC) 215 10' T-Arm (ATMC) 215 10' T-Arm (ATMC) 215 10' T-Arm (ATMC) 215 8'x2.375" Pipe mount (ATMC) 215 8'x2.375" Pipe mount (ATMC) 215 8'x2.375" Pipe mount (ATMC) 215 Ericsson AIR32 KRD901146-1 (T-Mobile)

205 Ericsson AIR32 KRD901146-1 (T-Mobile)

205 (2) Ericsson AIR32 KRD901146-1 (T-Mobile)

205 RFS APXVAARR24 (T-Mobile) 205 RFS APXVAARR24 (T-Mobile) 205 (2) RFS APXVAARR24 (T-Mobile) 205 Ericsson 4449 B12/B71 (T-Mobile) 205 Ericsson 4449 B12/B71 (T-Mobile) 205 (2) Ericsson 4449 B12/B71 (T-Mobile) 205 SM 407-3 (T-Mobile) 205 WBX045T19R000G w/ Mount Pipe (Verizon)

150 WBX045T19R000G w/ Mount Pipe (Verizon)

150 X7C-FRO-840-VRL4 (Verizon) 150 X7C-FRO-840-VRL4 (Verizon) 150 HBXX-6517DS-A2M (Verizon) 150 HBXX-6517DS-A2M (Verizon) 150 HBXX-6517DS-A2M (Verizon) 150 (2) X7C-FRO-860-VRL4 (Verizon) 150 X7C-FRO-860-VRL4 (Verizon) 150 X7C-FRO-860-VRL4 (Verizon) 150 (2) E15R05P19 (Verizon) 150 (2) E15R05P19 (Verizon) 150 (2) E15R05P19 (Verizon) 150 RRFDC-3315-PF-48 (Verizon) 150 (2) RRUS 12 (Verizon) 150 (2) RRUS 12 (Verizon) 150 (2) RRUS 12 (Verizon) 150 (2) RRUS A2 (Verizon) 150 (2) RRUS A2 (Verizon) 150 (2) RRUS A2 (Verizon) 150 12' T-Frame Sector Mount (Verizon) 150 12' T-Frame Sector Mount (Verizon) 150 12' T-Frame Sector Mount (Verizon) 150DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION 4' Lightning Rod 240

Beacon (.035k 2.250CAAA) 240

ACE XXQLH-654L8H8-iVT (ATT) 240



EPBQ-652L8H8 (ATT) 240



SBNHH-1D65C w/ Mount Pipe (ATT) 240



RRUS 11 (ATT) 240

RRUS 11 (ATT) 240

RRUS 11 (ATT) 240

RRUS-4478 B14 (ATT) 240

RRUS-4478 B14 (ATT) 240

RRUS-4478 B14 (ATT) 240

Ericsson 4426 B66 (ATT) 240



RRUS 32 B2 (ATT) 240



RRUS 32 (ATT) 240

RRUS 32 (ATT) 240

RRUS 32 (ATT) 240

DC6-48-60-18-8F (ATT) 240

DC6-48-60-18-8C (ATT) 240

DC6-48-60-18-8C-EV (ATT) 240

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

240


240


240

741 989 w/Mount Pipe (ATMC) 215



800 10122 w/ Mount Pipe (ATMC) 215



RRUS-11 (ATMC) 215

RRUS-11 (ATMC) 215

RRUS-11 (ATMC) 215

DC6-48-60-18-8F (ATMC) 215

10' T-Arm (ATMC) 215



8'x2.375" Pipe mount (ATMC) 215



Ericsson AIR32 KRD901146-1 (T-Mobile)

205

Ericsson AIR32 KRD901146-1 (T-Mobile)

205

(2) Ericsson AIR32 KRD901146-1 (T-Mobile)

205

RFS APXVAARR24 (T-Mobile) 205

RFS APXVAARR24 (T-Mobile) 205

(2) RFS APXVAARR24 (T-Mobile) 205

Ericsson 4449 B12/B71 (T-Mobile) 205

Ericsson 4449 B12/B71 (T-Mobile) 205

(2) Ericsson 4449 B12/B71 (T-Mobile) 205

SM 407-3 (T-Mobile) 205

WBX045T19R000G w/ Mount Pipe (Verizon)

150


150

X7C-FRO-840-VRL4 (Verizon) 150


HBXX-6517DS-A2M (Verizon) 150



(2) X7C-FRO-860-VRL4 (Verizon) 150



(2) E15R05P19 (Verizon) 150

(2) E15R05P19 (Verizon) 150

(2) E15R05P19 (Verizon) 150

RRFDC-3315-PF-48 (Verizon) 150

(2) RRUS 12 (Verizon) 150



(2) RRUS A2 (Verizon) 150



12' T-Frame Sector Mount (Verizon) 150



SYMBOL LISTMARK MARKSIZE SIZE

A Valmont 208951

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

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

TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure B to the TIA-222-G Standard.3. Tower designed for a 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 ft

ttnnxxTToowweerr Job

NC-5009 (Boones Neck)

Page

1 of 34

Bennett & Pless, Inc. 47 Perimeter Center East, Suite 500

Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client

BlueSky Towers Designed by

P. Nejman

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 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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 2.333 X Brace No No 0.0000 8.0000 T2 230.000-210.000 2.333 X Brace No No 8.0000 8.0000 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



Page

3 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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

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 230.000-210.000





Page

4 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman


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 Mid-Pt 36.0000 36.0000

T10 80.000-60.000

0.000 0.0000 A36 (36 ksi)

1 1 1 Mid-Pt 36.0000 36.0000

T11 60.000-40.000

0.000 0.0000 A36 (36 ksi)

1 1 1 Mid-Pt 36.0000 36.0000

T12 40.000-20.000

0.000 0.0000 A36 (36 ksi)

1 1 1 Mid-Pt 36.0000 36.0000

T13 20.000-0.000

0.000 0.0000 A36 (36 ksi)

1 1 1 Mid-Pt 36.0000 36.0000


K Factors1

Tower

Elevation

ft

Calc

K

Single Angles

Calc

K

Solid Rounds

Legs X

Brace

Diags X

Y

K

Brace

Diags X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

T1 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

Yes Yes 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1



Page

5 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

K Factors1

Tower

Elevation

ft

Calc

K

Single Angles

Calc

K

Solid Rounds

Legs X

Brace

Diags X

Y

K

Brace

Diags X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

00 T4

200.000-180.000

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

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



Page

6 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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

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



Page

7 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman


Tower

Elevation ft

Leg

Connection Type

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

Bolt Size

in

No. Bolt Size

in

No. Bolt Size

in

No. Bolt Size

in

No. Bolt Size

in

No. Bolt Size

in

No. Bolt Size

in

No.

T1 240.000-230.0

00

Sleeve DS 0.6250 A325N

5 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T2 230.000-210.0

00

Flange 1.0000 A325N

6 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T3 210.000-200.0

00

Flange 1.0000 A325N

6 1.0000 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T4 200.000-180.0

00

Flange 1.0000 A325N

6 1.0000 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T5 180.000-160.0

00

Flange 1.0000 A325N

6 1.0000 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T6 160.000-140.0

00

Flange 1.2500 A325N

6 1.2500 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T7 140.000-120.0

00

Flange 1.2500 A325N

6 1.2500 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T8 120.000-100.0

00

Flange 1.2500 A325N

12 1.2500 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T9 100.000-80.00

0

Flange 1.2500 A325N

12 1.0000 A325N

2 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T10 80.000-60.000

Flange 1.2500 A325N

12 1.0000 A325N

2 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T11 60.000-40.000

Flange 1.2500 A325N

12 1.0000 A325N

2 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T12 40.000-20.000

Flange 1.2500 A325N

12 1.0000 A325N

2 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T13 20.000-0.000

Flange 1.2500 A687

12 1.0000 A325N

2 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

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'')

(AT&T)

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'')

(AT&T)

C No No Ar (CaAa) 240.000 - 6.000

-6.0000 0.45 4 2 0.5000 1.0900 0.000

1/2'' FIBER CABLE (AT&T)

C No No Ar (CaAa) 240.000 - 6.000

-6.0000 0.45 1 1 0.5000 0.2760 0.000

3/8'' RET Cable

(AT&T)

C No No Ar (CaAa) 240.000 - 6.000

-6.0000 0.45 1 1 0.5000 0.3750 0.000



Page

8 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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

10 mm Fiber line

(AT&T)

C No No Ar (CaAa) 240.000 - 6.000

-6.0000 0.45 1 1 0.5000 0.3937 0.000

3/4'' DC Power Cable

(AT&T)

C No No Ar (CaAa) 240.000 - 6.000

-6.0000 0.45 1 1 0.5000 0.7950 0.001

*** LDF7-50A(1-

5/8'') (ATMC)

B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.45 6 2 0.5000 1.9800 0.001

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

(ATMC)

B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.45 2 1 0.5000 1.5500 0.001

3/4'' Coax (ATMC)

B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.45 1 1 0.5000 0.7500 0.001

LDF2-50(3/8'') (ATMC)

B No No Ar (CaAa) 215.000 - 6.000

0.0000 0.45 1 1 0.5000 0.4400 0.000

*** 1 5/8'' Fiber

Hybrid (T-Mobile)

C No No Ar (CaAa) 205.000 - 6.000

0.0000 -0.35 8 4 0.5000 1.6250 0.001

*** LDF7-50A(1-

5/8'') (Verizon)

A No No Ar (CaAa) 150.000 - 6.000

-6.0000 0.4 13 7 0.5000 1.9800 0.001

Feed Line/Linear Appurtenances Section Areas Tower

Section

Tower

Elevation

ft

Face AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

T1 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 36.460

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 85.919

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 85.919

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 85.919

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 85.919

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 85.919

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 85.919

0.000 0.000 0.000

0.213 0.146 0.377



Page

9 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Tower Section

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAA

In Face

ft2

CAAA

Out Face

ft2

Weight

K

T10 80.000-60.000 A B C

0.000 0.000 0.000

0.000 0.000 0.000

51.480 32.340 85.919

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 85.919

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 85.919

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 60.144

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 36.757

0.000 0.000 0.000

0.000 0.221 0.464

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 86.407

0.000 0.000 0.000

0.000 0.440 1.095

T5 180.000-160.000 A B C

0.589 0.000 0.000 0.000

0.000 0.000 0.000

0.000 45.558 86.164

0.000 0.000 0.000

0.000 0.438 1.090

T6 160.000-140.000 A B C

0.582 0.000 0.000 0.000

0.000 0.000 0.000

23.600 45.398 85.894

0.000 0.000 0.000

0.311 0.435 1.085

T7 140.000-120.000 A B C

0.573 0.000 0.000 0.000

0.000 0.000 0.000

47.149 45.218 85.589

0.000 0.000 0.000

0.619 0.431 1.079

T8 120.000-100.000 A B C

0.564 0.000 0.000 0.000

0.000 0.000 0.000

47.090 45.011 85.239

0.000 0.000 0.000

0.616 0.427 1.072

T9 100.000-80.000 A B C

0.553 0.000 0.000 0.000

0.000 0.000 0.000

47.020 44.767 84.826

0.000 0.000 0.000

0.612 0.423 1.064

T10 80.000-60.000 A B C

0.539 0.000 0.000 0.000

0.000 0.000 0.000

46.934 44.469 84.321

0.000 0.000 0.000

0.607 0.417 1.054

T11 60.000-40.000 A B C

0.521 0.000 0.000 0.000

0.000 0.000 0.000

46.822 44.081 83.664

0.000 0.000 0.000

0.601 0.410 1.041

T12 40.000-20.000 A B C

0.495 0.000 0.000 0.000

0.000 0.000 0.000

46.660 43.516 82.708

0.000 0.000 0.000

0.592 0.400 1.023

T13 20.000-0.000 A B C

0.444 0.000 0.000 0.000

0.000 0.000 0.000

32.437 29.677 56.567

0.000 0.000 0.000

0.403 0.266 0.691



Page

10 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPX

Ice in

CPZ

Ice in

T1 240.000-230.000 -11.1557 5.8601 -10.1600 4.9730 T2 230.000-210.000 -7.3587 6.3553 -7.1732 5.7223 T3 210.000-200.000 1.5615 6.2692 0.9358 5.9461 T4 200.000-180.000 3.3427 8.4313 2.3755 8.3074 T5 180.000-160.000 3.8180 10.1519 2.7684 10.2435 T6 160.000-140.000 4.3083 5.6093 3.1141 7.2256 T7 140.000-120.000 4.4407 0.1987 3.2361 3.2447 T8 120.000-100.000 4.4599 0.2384 3.3286 3.4513 T9 100.000-80.000 4.9839 0.2960 3.7423 3.9058

T10 80.000-60.000 5.3760 0.3484 4.0638 4.2488 T11 60.000-40.000 5.1480 0.3555 4.0151 4.1351 T12 40.000-20.000 5.4514 0.3975 4.3252 4.3067 T13 20.000-0.000 4.3233 0.3311 3.5725 3.2454

Shielding Factor Ka

Tower

Section Feed Line

Record No. Description Feed Line

Segment Elev. Ka

No Ice Ka

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

240.00 0.6000 0.6000

T1 2 LDF5-50A(7/8") 230.00 - 240.00

0.6000 0.6000

T1 3 1/2" FIBER CABLE 230.00 - 240.00

0.6000 0.6000

T1 4 3/8" RET Cable 230.00 - 240.00

0.6000 0.6000

T1 5 10 mm Fiber line 230.00 - 240.00

0.6000 0.6000

T1 6 3/4" DC Power Cable 230.00 - 240.00

0.6000 0.6000

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

0.6000 0.6000

T2 2 LDF5-50A(7/8") 210.00 - 230.00

0.6000 0.6000

T2 3 1/2" FIBER CABLE 210.00 - 230.00

0.6000 0.6000

T2 4 3/8" RET Cable 210.00 - 230.00

0.6000 0.6000

T2 5 10 mm Fiber line 210.00 - 230.00

0.6000 0.6000

T2 6 3/4" DC Power Cable 210.00 - 230.00

0.6000 0.6000

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

0.6000 0.6000

T2 9 LDF6-50A(1-1/4") 210.00 - 215.00

0.6000 0.6000

T2 10 3/4" Coax 210.00 - 215.00

0.6000 0.6000

T2 11 LDF2-50(3/8") 210.00 - 215.00

0.6000 0.6000

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

0.6000 0.5754

T3 2 LDF5-50A(7/8") 200.00 - 210.00

0.6000 0.5754

T3 3 1/2" FIBER CABLE 200.00 - 210.00

0.6000 0.5754



Page

11 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Tower Section

Feed Line Record No.

Description Feed Line Segment Elev.

Ka No Ice

Ka Ice

T3 4 3/8" RET Cable 200.00 - 210.00

0.6000 0.5754

T3 5 10 mm Fiber line 200.00 - 210.00

0.6000 0.5754

T3 6 3/4" DC Power Cable 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 LDF6-50A(1-1/4") 200.00 - 210.00

0.6000 0.5754

T3 10 3/4" Coax 200.00 - 210.00

0.6000 0.5754

T3 11 LDF2-50(3/8") 200.00 - 210.00

0.6000 0.5754

T3 13 1 5/8" Fiber Hybrid 200.00 - 205.00

0.6000 0.5754

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

0.6000 0.6000

T4 2 LDF5-50A(7/8") 180.00 - 200.00

0.6000 0.6000

T4 3 1/2" FIBER CABLE 180.00 - 200.00

0.6000 0.6000

T4 4 3/8" RET Cable 180.00 - 200.00

0.6000 0.6000

T4 5 10 mm Fiber line 180.00 - 200.00

0.6000 0.6000

T4 6 3/4" DC Power Cable 180.00 - 200.00

0.6000 0.6000

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

0.6000 0.6000

T4 9 LDF6-50A(1-1/4") 180.00 - 200.00

0.6000 0.6000

T4 10 3/4" Coax 180.00 - 200.00

0.6000 0.6000

T4 11 LDF2-50(3/8") 180.00 - 200.00

0.6000 0.6000

T4 13 1 5/8" Fiber Hybrid 180.00 - 200.00

0.6000 0.6000

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

0.6000 0.6000

T5 2 LDF5-50A(7/8") 160.00 - 180.00

0.6000 0.6000

T5 3 1/2" FIBER CABLE 160.00 - 180.00

0.6000 0.6000

T5 4 3/8" RET Cable 160.00 - 180.00

0.6000 0.6000

T5 5 10 mm Fiber line 160.00 - 180.00

0.6000 0.6000

T5 6 3/4" DC Power Cable 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 LDF6-50A(1-1/4") 160.00 - 180.00

0.6000 0.6000

T5 10 3/4" Coax 160.00 - 180.00

0.6000 0.6000

T5 11 LDF2-50(3/8") 160.00 - 180.00

0.6000 0.6000

T5 13 1 5/8" Fiber Hybrid 160.00 - 180.00

0.6000 0.6000

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

0.6000 0.6000



Page

12 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Tower Section



Ka No Ice

Ka Ice

T6 2 LDF5-50A(7/8") 140.00 - 160.00

0.6000 0.6000

T6 3 1/2" FIBER CABLE 140.00 - 160.00

0.6000 0.6000

T6 4 3/8" RET Cable 140.00 - 160.00

0.6000 0.6000

T6 5 10 mm Fiber line 140.00 - 160.00

0.6000 0.6000

T6 6 3/4" DC Power Cable 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 LDF6-50A(1-1/4") 140.00 - 160.00

0.6000 0.6000

T6 10 3/4" Coax 140.00 - 160.00

0.6000 0.6000

T6 11 LDF2-50(3/8") 140.00 - 160.00

0.6000 0.6000

T6 13 1 5/8" Fiber Hybrid 140.00 - 160.00

0.6000 0.6000

T6 15 LDF7-50A(1-5/8") 140.00 - 150.00

0.6000 0.6000

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

0.6000 0.6000

T7 2 LDF5-50A(7/8") 120.00 - 140.00

0.6000 0.6000

T7 3 1/2" FIBER CABLE 120.00 - 140.00

0.6000 0.6000

T7 4 3/8" RET Cable 120.00 - 140.00

0.6000 0.6000

T7 5 10 mm Fiber line 120.00 - 140.00

0.6000 0.6000

T7 6 3/4" DC Power Cable 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 LDF6-50A(1-1/4") 120.00 - 140.00

0.6000 0.6000

T7 10 3/4" Coax 120.00 - 140.00

0.6000 0.6000

T7 11 LDF2-50(3/8") 120.00 - 140.00

0.6000 0.6000

T7 13 1 5/8" Fiber Hybrid 120.00 - 140.00

0.6000 0.6000

T7 15 LDF7-50A(1-5/8") 120.00 - 140.00

0.6000 0.6000

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

0.6000 0.6000

T8 2 LDF5-50A(7/8") 100.00 - 120.00

0.6000 0.6000

T8 3 1/2" FIBER CABLE 100.00 - 120.00

0.6000 0.6000

T8 4 3/8" RET Cable 100.00 - 120.00

0.6000 0.6000

T8 5 10 mm Fiber line 100.00 - 120.00

0.6000 0.6000

T8 6 3/4" DC Power Cable 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 LDF6-50A(1-1/4") 100.00 - 120.00

0.6000 0.6000



Page

13 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Tower Section



Ka No Ice

Ka Ice

T8 10 3/4" Coax 100.00 - 120.00

0.6000 0.6000

T8 11 LDF2-50(3/8") 100.00 - 120.00

0.6000 0.6000

T8 13 1 5/8" Fiber Hybrid 100.00 - 120.00

0.6000 0.6000

T8 15 LDF7-50A(1-5/8") 100.00 - 120.00

0.6000 0.6000

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

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



Page

14 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Tower Section



Ka No Ice

Ka Ice

T13 8 LDF7-50A(1-5/8") 6.00 - 20.00 0.6000 0.6000 T13 9 LDF6-50A(1-1/4") 6.00 - 20.00 0.6000 0.6000 T13 10 3/4" Coax 6.00 - 20.00 0.6000 0.6000 T13 11 LDF2-50(3/8") 6.00 - 20.00 0.6000 0.6000 T13 13 1 5/8" Fiber Hybrid 6.00 - 20.00 0.6000 0.6000 T13 15 LDF7-50A(1-5/8") 6.00 - 20.00 0.6000 0.6000

Discrete Tower Loads

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral Vert

ft

ft ft

Azimuth

Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

4' Lightning Rod C From Face 0.000 0.000 2.000

0.0000 240.000 No Ice 1/2'' Ice

0.590 0.610

0.590 0.610

0.008 0.010

Beacon (.035k 2.250CAAA) C From Leg 0.000 0.000 0.500

0.0000 240.000 No Ice 1/2'' Ice

2.250 2.500

2.250 2.500

0.035 0.045

*** ACE

XXQLH-654L8H8-iVT (AT&T)

A From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

17.145 17.771

10.267 11.691

0.109 0.227

ACE XXQLH-654L8H8-iVT

(AT&T)

B From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

17.145 17.771

10.267 11.691

0.109 0.227

ACE XXQLH-654L8H8-iVT

(AT&T)

C From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

17.145 17.771

10.267 11.691

0.109 0.227

EPBQ-652L8H8 (AT&T)

A From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

12.283 13.086

9.779 11.700

0.117 0.212

EPBQ-652L8H8 (AT&T)

B From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

12.283 13.086

9.779 11.700

0.117 0.212

EPBQ-652L8H8 (AT&T)

C From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

12.283 13.086

9.779 11.700

0.117 0.212

SBNHH-1D65C w/ Mount Pipe

(AT&T)

A From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

11.626 12.346

9.793 11.311

0.082 0.172


(AT&T)

B From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

11.626 12.346

9.793 11.311

0.082 0.172


(AT&T)

C From Leg 3.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

11.626 12.346

9.793 11.311

0.082 0.172

RRUS 11 (AT&T)

A From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 (AT&T)

B From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.784 2.992

1.187 1.334

0.051 0.071

RRUS 11 (AT&T)

C From Leg 2.500 0.000 1.000

0.0000 240.000 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 0.0000 240.000 No Ice 1.650 0.913 0.059



Page

15 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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

(AT&T) 0.000 1.000

1/2'' Ice 1.810 1.040 0.074

RRUS-4478 B14 (AT&T)

C From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

1.650 1.810

0.913 1.040

0.059 0.074

RRUS-4478 B14 (AT&T)

C From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

1.650 1.810

0.913 1.040

0.059 0.074

Ericsson 4426 B66 (AT&T)

A From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

1.650 1.810

0.727 0.844

0.048 0.061


B From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

1.650 1.810

0.727 0.844

0.048 0.061


C From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

1.650 1.810

0.727 0.844

0.048 0.061

RRUS 32 B2 (AT&T)

A From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.053 0.074

RRUS 32 B2 (AT&T)

B From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.053 0.074

RRUS 32 B2 (AT&T)

C From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.053 0.074

RRUS 32 (AT&T)

A From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.081

RRUS 32 (AT&T)

B From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.081

RRUS 32 (AT&T)

C From Leg 2.500 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.743 2.965

1.668 1.855

0.060 0.081

DC6-48-60-18-8F (AT&T)

A From Leg 2.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.045 3.111

2.045 3.111

0.020 0.061

DC6-48-60-18-8C (AT&T)

B From Leg 2.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.736 2.962

4.783 5.063

0.026 0.063

DC6-48-60-18-8C-EV (AT&T)

C From Leg 2.000 0.000 1.000

0.0000 240.000 No Ice 1/2'' Ice

2.736 2.962

4.783 5.063

0.026 0.063

12.5' T-Frame (Kenwood T1684KT12-4114)

(AT&T)

A From Leg 1.500 0.000 0.000

0.0000 240.000 No Ice 1/2'' Ice

16.600 16.600

12.770 12.770

0.484 0.550


(AT&T)

B From Leg 1.500 0.000 0.000

0.0000 240.000 No Ice 1/2'' Ice

16.600 16.600

12.770 12.770

0.484 0.550


(AT&T)

C From Leg 1.500 0.000 0.000

0.0000 240.000 No Ice 1/2'' Ice

16.600 16.600

12.770 12.770

0.484 0.550

*** 741 989 w/Mount Pipe

(ATMC) 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



Page

16 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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

741 989 w/Mount Pipe (ATMC)

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 (ATMC)

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 (ATMC)

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


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


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 (ATMC)

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 (ATMC)

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 (ATMC)

C 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

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

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

10' T-Arm (ATMC)

A None 0.0000 215.000 No Ice 1/2'' Ice

3.900 4.300

2.340 2.580

0.250 0.300

10' T-Arm (ATMC)

B None 0.0000 215.000 No Ice 1/2'' Ice

3.900 4.300

2.340 2.580

0.250 0.300

10' T-Arm (ATMC)

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 (ATMC)

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


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


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

*** ***

Ericsson AIR32 KRD901146-1

(T-Mobile)

A From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.430 6.804

4.652 5.005

0.132 0.178

Ericsson AIR32 KRD901146-1

(T-Mobile)

B From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.430 6.804

4.652 5.005

0.132 0.178

(2) Ericsson AIR32 KRD901146-1

(T-Mobile)

C From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

6.430 6.804

4.652 5.005

0.132 0.178

RFS APXVAARR24 (T-Mobile)

A From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

20.267 20.915

8.744 9.342

0.046 0.158

RFS APXVAARR24 B From Leg 3.000 0.0000 205.000 No Ice 20.267 8.744 0.046



Page

17 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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

(T-Mobile) 0.000 0.000

1/2'' Ice 20.915 9.342 0.158

(2) RFS APXVAARR24 (T-Mobile)

C From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

20.267 20.915

8.744 9.342

0.046 0.158

Ericsson 4449 B12/B71 (T-Mobile)

A From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

1.639 1.799

1.291 1.436

0.074 0.091

Ericsson 4449 B12/B71 (T-Mobile)

B From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

1.639 1.799

1.291 1.436

0.074 0.091

(2) Ericsson 4449 B12/B71 (T-Mobile)

C From Leg 3.000 0.000 0.000

0.0000 205.000 No Ice 1/2'' Ice

1.639 1.799

1.291 1.436

0.074 0.091

SM 407-3 (T-Mobile)

C None 0.0000 205.000 No Ice 1/2'' Ice

20.490 30.390

20.490 30.390

0.956 1.376

*** WBX045T19R000G w/

Mount Pipe (Verizon)

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


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 (Verizon)

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


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 (Verizon)

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


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


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

(2) X7C-FRO-860-VRL4 (Verizon)

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


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


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 (Verizon)

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


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


C 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

RRFDC-3315-PF-48 C From Leg 2.000 0.0000 150.000 No Ice 3.708 2.192 0.021



Page

18 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Description Face or

Leg

Offset Type

Offsets: Horz

Lateral

Vert ft

ft

ft

Azimuth Adjustment

°

Placement

ft

CAAA Front

ft2

CAAA Side

ft2

Weight

K

(Verizon) 0.000 0.000

1/2'' Ice 3.950 2.395 0.052

(2) RRUS 12 (Verizon)

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


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


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 (Verizon)

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


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


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

12' T-Frame Sector Mount (Verizon)

A From Leg 1.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

11.700 17.500

8.250 12.270

0.340 0.490


B From Leg 1.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

11.700 17.500

8.250 12.270

0.340 0.490


C From Leg 1.500 0.000 0.000

0.0000 150.000 No Ice 1/2'' Ice

11.700 17.500

8.250 12.270

0.340 0.490

***

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



Page

19 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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 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 22.333 -0.103 1.644



Page

20 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section No.

Elevation ft

Component Type

Condition Gov. Load

Comb.

Axial

K

Major Axis Moment

kip-ft

Minor Axis Moment

kip-ft

Max. Compression 18 -25.250 0.480 -0.269 Max. Mx 20 -22.114 -1.686 0.002 Max. My 2 -24.542 0.121 -1.679 Max. Vy 20 -3.314 0.521 -0.048 Max. Vx 2 -3.336 -0.035 0.543 Diagonal Max Tension 8 4.604 0.000 0.000 Max. Compression 20 -4.554 0.000 0.000 Max. Mx 18 0.426 -0.003 0.000 Max. My 11 -4.224 -0.000 0.002 Max. Vy 33 0.004 -0.002 0.000 Max. Vx 10 -0.001 -0.001 0.002 Top Girt Max Tension 2 1.259 0.000 0.000 Max. Compression 14 -1.284 0.000 0.000 Max. Mx 26 -0.006 0.011 0.000 Max. My 10 -0.618 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 2.083 0.000 0.000 Max. Compression 18 -2.217 0.000 0.000 Max. Mx 26 0.005 0.011 0.000 Max. My 12 0.220 0.000 -0.000 Max. Vy 26 -0.010 0.000 0.000 Max. Vx 12 0.000 0.000 0.000

T2 230 - 210 Leg Max Tension 23 67.462 0.664 -0.064 Max. Compression 18 -73.041 2.734 0.029 Max. Mx 10 -71.906 2.736 -0.261 Max. My 12 -2.040 -0.010 -2.441 Max. Vy 10 -5.157 2.736 -0.261 Max. Vx 12 3.578 -0.020 -1.839 Diagonal Max Tension 8 5.268 0.000 0.000 Max. Compression 8 -5.301 0.000 0.000 Max. Mx 18 -0.134 -0.008 0.001 Max. My 20 -5.005 -0.001 -0.004 Max. Vy 35 0.007 -0.004 -0.000 Max. Vx 20 0.002 -0.001 -0.004 Top Girt Max Tension 18 2.427 0.000 0.000 Max. Compression 6 -2.345 0.000 0.000 Max. Mx 26 -0.012 0.011 0.000 Max. My 10 -1.366 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 1.440 0.000 0.000 Max. Compression 19 -1.363 0.000 0.000 Max. Mx 26 0.060 0.014 0.000 Max. My 22 -0.679 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 23 73.196 -2.595 0.248 Max. Compression 18 -79.607 4.952 -0.007 Max. Mx 6 71.232 -5.412 -0.012 Max. My 12 -4.782 -0.203 -8.021 Max. Vy 6 1.234 -5.412 -0.012 Max. Vx 12 1.649 -0.203 -8.021 Diagonal Max Tension 23 8.428 0.075 0.009 Max. Compression 10 -9.128 0.000 0.000 Max. Mx 22 5.803 0.078 0.001 Max. My 10 -9.108 -0.062 -0.043 Max. Vy 22 0.018 0.078 0.001 Max. Vx 10 0.009 0.000 0.000

T4 200 - 180 Leg Max Tension 7 117.522 -4.701 -0.021 Max. Compression 18 -127.405 5.716 0.068



Page

21 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section No.

Elevation ft

Component Type

Condition Gov. Load

Comb.

Axial

K

Major Axis Moment

kip-ft

Minor Axis Moment

kip-ft

Max. Mx 18 -127.405 5.716 0.068 Max. My 12 -5.477 -0.203 -8.021 Max. Vy 6 0.266 -5.641 -0.078 Max. Vx 16 0.581 -0.309 7.832 Diagonal Max Tension 8 9.171 0.000 0.000 Max. Compression 8 -9.348 0.000 0.000 Max. Mx 18 6.939 0.068 0.002 Max. My 25 -6.638 -0.038 0.019 Max. Vy 18 -0.018 0.067 0.002 Max. Vx 24 -0.004 -0.035 0.019

T5 180 - 160 Leg Max Tension 7 153.109 -4.359 -0.024 Max. Compression 18 -165.773 5.992 0.135 Max. Mx 18 -165.773 5.992 0.135 Max. My 16 -4.597 -0.128 6.013 Max. Vy 2 -0.345 5.932 0.125 Max. Vx 16 -0.332 -0.128 6.013 Diagonal Max Tension 8 7.896 0.000 0.000 Max. Compression 8 -8.306 0.000 0.000 Max. Mx 18 4.935 0.116 0.007 Max. My 22 -7.400 -0.032 0.022 Max. Vy 18 -0.028 0.116 0.007 Max. Vx 22 -0.004 0.000 0.000

T6 160 - 140 Leg Max Tension 7 187.677 -4.742 -0.118 Max. Compression 18 -205.235 4.989 -0.021 Max. Mx 18 -184.333 5.992 0.135 Max. My 16 -6.974 -0.121 5.959 Max. Vy 6 -2.012 -4.740 -0.119 Max. Vx 12 -1.822 0.064 -2.454 Diagonal Max Tension 8 10.137 0.000 0.000 Max. Compression 20 -10.427 0.000 0.000 Max. Mx 18 5.717 0.117 0.010 Max. My 22 -8.789 0.005 0.023 Max. Vy 33 0.040 0.062 -0.009 Max. Vx 22 -0.004 0.000 0.000

T7 140 - 120 Leg Max Tension 23 227.220 -4.925 0.025 Max. Compression 18 -248.759 5.244 0.031 Max. Mx 14 224.790 -5.422 -0.078 Max. My 12 -11.392 -0.139 -6.583 Max. Vy 22 0.191 -5.421 0.141 Max. Vx 4 0.306 -0.128 -6.549 Diagonal Max Tension 8 10.351 0.000 0.000 Max. Compression 8 -10.646 0.000 0.000 Max. Mx 18 7.520 0.122 0.007 Max. My 22 -9.549 0.011 0.020 Max. Vy 33 0.046 0.080 0.011 Max. Vx 22 -0.003 0.000 0.000

T8 120 - 100 Leg Max Tension 23 265.327 -5.142 -0.033 Max. Compression 10 -291.888 9.791 -0.229 Max. Mx 11 -288.240 9.803 -0.233 Max. My 12 -13.578 -0.052 -9.690 Max. Vy 22 0.616 -9.709 0.250 Max. Vx 16 -1.013 -0.151 9.650 Diagonal Max Tension 8 10.750 0.000 0.000 Max. Compression 8 -11.112 0.000 0.000 Max. Mx 22 6.553 0.168 0.009 Max. My 8 -10.079 0.007 -0.037 Max. Vy 33 0.061 0.113 -0.015 Max. Vx 22 -0.005 0.000 0.000

T9 100 - 80 Leg Max Tension 23 288.535 -9.665 0.246 Max. Compression 10 -318.382 11.265 -0.029 Max. Mx 22 284.513 -11.709 0.098



Page

22 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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 -12.193 -0.462 18.021 Max. Vy 6 0.459 -11.574 -0.055 Max. Vx 16 -0.799 -0.462 18.021 Diagonal Max Tension 23 14.252 0.000 0.000 Max. Compression 10 -15.766 0.000 0.000 Max. Mx 22 12.107 -0.472 -0.010 Max. My 8 -14.751 -0.005 0.139 Max. Vy 33 -0.123 -0.329 0.052 Max. Vx 8 -0.014 0.000 0.000

T10 80 - 60 Leg Max Tension 23 325.394 -11.590 0.090 Max. Compression 10 -362.386 13.151 -0.039 Max. Mx 11 -357.507 13.174 -0.042 Max. My 16 -13.653 -0.462 18.021 Max. Vy 29 -0.456 -3.592 -0.045 Max. Vx 16 0.738 -0.462 18.021 Diagonal Max Tension 20 14.923 0.000 0.000 Max. Compression 8 -15.554 0.000 0.000 Max. Mx 10 12.522 -0.487 0.069 Max. My 22 11.415 -0.483 -0.078 Max. Vy 33 -0.137 -0.408 -0.063 Max. Vx 22 0.009 0.000 0.000

T11 60 - 40 Leg Max Tension 23 358.271 -13.061 0.058 Max. Compression 10 -402.079 14.130 -0.017 Max. Mx 10 -402.079 14.130 -0.017 Max. My 12 -19.503 -0.119 -10.460 Max. Vy 29 0.769 -9.450 -0.022 Max. Vx 4 -0.530 -0.090 -10.380 Diagonal Max Tension 8 14.846 0.000 0.000 Max. Compression 8 -15.704 0.000 0.000 Max. Mx 22 12.300 -0.488 -0.059 Max. My 30 1.492 -0.419 0.065 Max. Vy 33 -0.147 -0.422 -0.064 Max. Vx 36 -0.009 0.000 0.000

T12 40 - 20 Leg Max Tension 23 391.148 -13.190 0.042 Max. Compression 10 -443.184 11.256 -0.085 Max. Mx 10 -441.089 14.130 -0.017 Max. My 12 -25.343 -1.076 -23.336 Max. Vy 29 -1.062 -9.450 -0.022 Max. Vx 16 -1.095 -1.175 22.834 Diagonal Max Tension 20 14.802 0.000 0.000 Max. Compression 8 -15.302 0.000 0.000 Max. Mx 33 -1.997 -0.550 0.077 Max. My 8 -14.840 -0.182 0.094 Max. Vy 33 -0.163 -0.550 -0.077 Max. Vx 37 0.010 0.000 0.000

T13 20 - 0 Leg Max Tension 23 420.226 -12.638 0.129 Max. Compression 10 -479.529 -0.000 0.001 Max. Mx 22 414.644 -12.927 0.136 Max. My 12 -26.104 -1.076 -23.336 Max. Vy 22 -1.059 -12.927 0.136 Max. Vx 16 1.523 -1.175 22.834 Diagonal Max Tension 9 16.208 0.000 0.000 Max. Compression 10 -18.084 0.000 0.000 Max. Mx 12 15.359 -0.538 0.094 Max. My 18 11.058 -0.531 -0.102 Max. Vy 32 -0.164 -0.484 0.073 Max. Vx 18 0.010 0.000 0.000



Page

23 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Maximum Reactions

Location Condition Gov.

Load Comb.

Vertical

K

Horizontal, X

K

Horizontal, Z

K

Leg C Max. Vert 18 485.294 42.562 -24.051 Max. Hx 18 485.294 42.562 -24.051 Max. Hz 7 -420.457 -37.494 21.125 Min. Vert 7 -420.457 -37.494 21.125 Min. Hx 7 -420.457 -37.494 21.125 Min. Hz 18 485.294 42.562 -24.051

Leg B Max. Vert 10 501.017 -44.691 -25.421 Max. Hx 23 -436.737 39.656 22.527 Max. Hz 23 -436.737 39.656 22.527 Min. Vert 23 -436.737 39.656 22.527 Min. Hx 10 501.017 -44.691 -25.421 Min. Hz 10 501.017 -44.691 -25.421

Leg A Max. Vert 2 490.648 0.172 49.839 Max. Hx 21 16.691 2.796 1.322 Max. Hz 2 490.648 0.172 49.839 Min. Vert 15 -427.455 -0.184 -44.034 Min. Hx 9 24.051 -2.803 1.919 Min. Hz 15 -427.455 -0.184 -44.034

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 69.210 0.000 0.000 9.689 3.480 -0.000 1.2 Dead+1.6 Wind 0 deg - No Ice

83.052 0.445 -76.394 -10424.414 -78.738 7.939

0.9 Dead+1.6 Wind 0 deg - No Ice

62.289 0.445 -76.394 -10415.469 -79.701 7.947


83.052 36.210 -62.141 -8644.385 -5058.241 21.536


62.289 36.210 -62.141 -8637.291 -5053.415 21.538


83.052 61.669 -35.786 -4988.270 -8602.352 20.432


62.289 61.669 -35.786 -4985.391 -8593.394 20.415


83.052 74.673 -0.445 -71.210 -10242.956 16.480


62.289 74.673 -0.445 -74.039 -10232.241 16.449


83.052 68.687 39.324 5291.093 -9251.856 14.763


62.289 68.687 39.324 5282.187 -9242.447 14.724


83.052 37.898 65.956 8989.735 -5148.029 8.977


62.289 37.898 65.956 8976.546 -5143.227 8.942


83.052 -0.445 73.006 10106.962 87.211 -7.928


62.289 -0.445 73.006 10092.366 86.042 -7.949


83.052 -36.210 62.141 8667.887 5066.518 -21.539



Page

24 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Load Combination

Vertical

K

Shearx

K

Shearz

K

Overturning Moment, Mx

kip-ft

Overturning Moment, Mz

kip-ft

Torque

kip-ft 0.9 Dead+1.6 Wind 210 deg - No Ice

62.289 -36.210 62.141 8654.899 5059.580 -21.541


83.052 -64.604 37.481 5182.228 8905.893 -20.434


62.289 -64.604 37.481 5173.358 8894.621 -20.417


83.052 -74.673 0.445 94.728 10251.398 -16.479


62.289 -74.673 0.445 91.696 10238.551 -16.448


83.052 -65.753 -37.630 -5097.036 8965.215 -14.758


62.289 -65.753 -37.630 -5094.141 8953.893 -14.720


83.052 -37.898 -65.956 -8966.189 5156.720 -8.975


62.289 -37.898 -65.956 -8958.895 5149.764 -8.940

1.2 Dead+1.0 Ice+1.0 Temp 132.020 0.000 -0.000 27.758 12.563 0.000 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp

132.020 0.019 -4.223 -550.513 9.028 0.236

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

132.020 2.025 -3.482 -456.230 -269.699 1.153


132.020 3.466 -2.008 -251.969 -469.900 1.502


132.020 4.145 -0.019 24.363 -557.193 1.559


132.020 3.765 2.159 319.682 -497.662 1.459


132.020 2.110 3.668 528.650 -275.191 0.856


132.020 -0.019 4.092 593.515 16.297 -0.236


132.020 -2.025 3.482 512.039 295.115 -1.153


132.020 -3.579 2.074 314.286 506.372 -1.502


132.020 -4.145 0.019 31.628 582.510 -1.559


132.020 -3.652 -2.094 -257.365 511.838 -1.459


132.020 -2.110 -3.668 -472.838 300.412 -0.855

Dead+Wind 0 deg - Service 69.210 0.076 -12.997 -1764.550 -10.592 1.350 Dead+Wind 30 deg - Service 69.210 6.160 -10.572 -1461.841 -857.104 3.657 Dead+Wind 60 deg - Service 69.210 10.492 -6.088 -840.292 -1459.651 3.475 Dead+Wind 90 deg - Service 69.210 12.704 -0.076 -4.350 -1738.565 2.809 Dead+Wind 120 deg - Service 69.210 11.686 6.690 907.309 -1570.174 2.508 Dead+Wind 150 deg - Service 69.210 6.448 11.221 1536.050 -872.428 1.516 Dead+Wind 180 deg - Service 69.210 -0.076 12.421 1726.009 17.620 -1.351 Dead+Wind 210 deg - Service 69.210 -6.162 10.576 1481.397 864.169 -3.641 Dead+Wind 240 deg - Service 69.210 -10.991 6.377 888.796 1516.927 -3.475 Dead+Wind 270 deg - Service 69.210 -12.704 0.076 23.859 1745.594 -2.809 Dead+Wind 300 deg - Service 69.210 -11.187 -6.402 -858.801 1526.948 -2.507 Dead+Wind 330 deg - Service 69.210 -6.448 -11.221 -1516.571 879.444 -1.516



Page

25 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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 -69.210 0.000 0.000 69.210 0.000 0.000% 2 0.445 -83.052 -76.394 -0.445 83.052 76.394 0.000% 3 0.445 -62.289 -76.394 -0.445 62.289 76.394 0.000% 4 36.210 -83.052 -62.141 -36.210 83.052 62.141 0.000% 5 36.210 -62.289 -62.141 -36.210 62.289 62.141 0.000% 6 61.669 -83.052 -35.786 -61.669 83.052 35.786 0.000% 7 61.669 -62.289 -35.786 -61.669 62.289 35.786 0.000% 8 74.673 -83.052 -0.445 -74.673 83.052 0.445 0.000% 9 74.673 -62.289 -0.445 -74.673 62.289 0.445 0.000%

10 68.687 -83.052 39.324 -68.687 83.052 -39.324 0.000% 11 68.687 -62.289 39.324 -68.687 62.289 -39.324 0.000% 12 37.898 -83.052 65.956 -37.898 83.052 -65.956 0.000% 13 37.898 -62.289 65.956 -37.898 62.289 -65.956 0.000% 14 -0.445 -83.052 73.006 0.445 83.052 -73.006 0.000% 15 -0.445 -62.289 73.006 0.445 62.289 -73.006 0.000% 16 -36.210 -83.052 62.141 36.210 83.052 -62.141 0.000% 17 -36.210 -62.289 62.141 36.210 62.289 -62.141 0.000% 18 -64.604 -83.052 37.481 64.604 83.052 -37.481 0.000% 19 -64.604 -62.289 37.481 64.604 62.289 -37.481 0.000% 20 -74.673 -83.052 0.445 74.673 83.052 -0.445 0.000% 21 -74.673 -62.289 0.445 74.673 62.289 -0.445 0.000% 22 -65.753 -83.052 -37.630 65.753 83.052 37.630 0.000% 23 -65.753 -62.289 -37.630 65.753 62.289 37.630 0.000% 24 -37.898 -83.052 -65.956 37.898 83.052 65.956 0.000% 25 -37.898 -62.289 -65.956 37.898 62.289 65.956 0.000% 26 0.000 -132.020 0.000 0.000 132.020 0.000 0.000% 27 0.019 -132.020 -4.223 -0.019 132.020 4.223 0.000% 28 2.025 -132.020 -3.482 -2.025 132.020 3.482 0.000% 29 3.466 -132.020 -2.008 -3.466 132.020 2.008 0.000% 30 4.145 -132.020 -0.019 -4.145 132.020 0.019 0.000% 31 3.765 -132.020 2.159 -3.765 132.020 -2.159 0.000% 32 2.110 -132.020 3.668 -2.110 132.020 -3.668 0.000% 33 -0.019 -132.020 4.092 0.019 132.020 -4.092 0.000% 34 -2.025 -132.020 3.482 2.025 132.020 -3.482 0.000% 35 -3.579 -132.020 2.074 3.579 132.020 -2.074 0.000% 36 -4.145 -132.020 0.019 4.145 132.020 -0.019 0.000% 37 -3.652 -132.020 -2.094 3.652 132.020 2.094 0.000% 38 -2.110 -132.020 -3.668 2.110 132.020 3.668 0.000% 39 0.076 -69.210 -12.997 -0.076 69.210 12.997 0.000% 40 6.160 -69.210 -10.572 -6.160 69.210 10.572 0.000% 41 10.492 -69.210 -6.088 -10.492 69.210 6.088 0.000% 42 12.704 -69.210 -0.076 -12.704 69.210 0.076 0.000% 43 11.686 -69.210 6.690 -11.686 69.210 -6.690 0.000% 44 6.448 -69.210 11.221 -6.448 69.210 -11.221 0.000% 45 -0.076 -69.210 12.421 0.076 69.210 -12.421 0.000% 46 -6.160 -69.210 10.572 6.162 69.210 -10.576 0.006% 47 -10.991 -69.210 6.377 10.991 69.210 -6.377 0.000% 48 -12.704 -69.210 0.076 12.704 69.210 -0.076 0.000% 49 -11.187 -69.210 -6.402 11.187 69.210 6.402 0.000% 50 -6.448 -69.210 -11.221 6.448 69.210 11.221 0.000%

Non-Linear Convergence Results

Load Combination

Converged? Number of Cycles

Displacement Tolerance

Force Tolerance

1 Yes 4 0.00000001 0.00000001



Page

26 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

2 Yes 4 0.00000001 0.00000133 3 Yes 4 0.00000001 0.00000123 4 Yes 4 0.00000001 0.00000127 5 Yes 4 0.00000001 0.00000115 6 Yes 4 0.00000001 0.00000070 7 Yes 4 0.00000001 0.00000059 8 Yes 4 0.00000001 0.00000114 9 Yes 4 0.00000001 0.00000102

10 Yes 4 0.00000001 0.00000170 11 Yes 4 0.00000001 0.00000157 12 Yes 4 0.00000001 0.00000189 13 Yes 4 0.00000001 0.00000172 14 Yes 4 0.00000001 0.00000098 15 Yes 4 0.00000001 0.00000090 16 Yes 4 0.00000001 0.00000128 17 Yes 4 0.00000001 0.00000116 18 Yes 4 0.00000001 0.00000078 19 Yes 4 0.00000001 0.00000075 20 Yes 4 0.00000001 0.00000116 21 Yes 4 0.00000001 0.00000104 22 Yes 4 0.00000001 0.00000123 23 Yes 4 0.00000001 0.00000117 24 Yes 4 0.00000001 0.00000190 25 Yes 4 0.00000001 0.00000172 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00000001 28 Yes 4 0.00000001 0.00000001 29 Yes 4 0.00000001 0.00000001 30 Yes 4 0.00000001 0.00000001 31 Yes 4 0.00000001 0.00000001 32 Yes 4 0.00000001 0.00000001 33 Yes 4 0.00000001 0.00000001 34 Yes 4 0.00000001 0.00000001 35 Yes 4 0.00000001 0.00000001 36 Yes 4 0.00000001 0.00000001 37 Yes 4 0.00000001 0.00000001 38 Yes 4 0.00000001 0.00000001 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00000001 41 Yes 4 0.00000001 0.00000001 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00000001 44 Yes 4 0.00000001 0.00000001 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00002697 47 Yes 4 0.00000001 0.00000001 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00000001 50 Yes 4 0.00000001 0.00000001

Maximum Tower Deflections - Service Wind

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T1 240 - 230 5.158 47 0.2572 0.0507 T2 230 - 210 4.591 47 0.2495 0.0436 T3 210 - 200 3.578 43 0.2131 0.0329 T4 200 - 180 3.150 43 0.1910 0.0255 T5 180 - 160 2.407 43 0.1565 0.0144 T6 160 - 140 1.814 43 0.1199 0.0085 T7 140 - 120 1.342 43 0.0995 0.0056



Page

27 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T8 120 - 100 0.953 43 0.0784 0.0034 T9 100 - 80 0.645 43 0.0613 0.0020

T10 80 - 60 0.405 43 0.0472 0.0013 T11 60 - 40 0.229 43 0.0331 0.0010 T12 40 - 20 0.104 43 0.0214 0.0006 T13 20 - 0 0.027 43 0.0097 0.0003

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft

240.000 4' Lightning Rod 47 5.158 0.2572 0.0507 62631 215.000 741 989 w/Mount Pipe 43 3.810 0.2241 0.0359 23382 205.000 Ericsson AIR32 KRD901146-1 43 3.359 0.2017 0.0293 26004 150.000 WBX045T19R000G w/ Mount

Pipe 43 1.565 0.1085 0.0069 47698

Maximum Tower Deflections - Design Wind

Section No.

Elevation

ft

Horz. Deflection

in

Gov. Load

Comb.

Tilt

°

Twist

°

T1 240 - 230 30.185 10 1.4803 0.2993 T2 230 - 210 26.931 10 1.4395 0.2572 T3 210 - 200 21.050 10 1.2332 0.1942 T4 200 - 180 18.526 10 1.1076 0.1501 T5 180 - 160 14.148 10 0.9141 0.0846 T6 160 - 140 10.660 10 0.7051 0.0503 T7 140 - 120 7.884 10 0.5852 0.0331 T8 120 - 100 5.602 10 0.4608 0.0199 T9 100 - 80 3.790 10 0.3600 0.0118

T10 80 - 60 2.381 10 0.2775 0.0079 T11 60 - 40 1.344 10 0.1946 0.0056 T12 40 - 20 0.614 10 0.1259 0.0036 T13 20 - 0 0.161 10 0.0567 0.0018

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft

Appurtenance Gov.

Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of

Curvature

ft

240.000 4' Lightning Rod 10 30.185 1.4803 0.2993 11122 215.000 741 989 w/Mount Pipe 10 22.419 1.2960 0.2117 4111 205.000 Ericsson AIR32 KRD901146-1 10 19.756 1.1686 0.1727 4572 150.000 WBX045T19R000G w/ Mount

Pipe 10 9.199 0.6381 0.0406 8219



Page

28 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Bolt Design Data

Section

No.

Elevation

ft

Component

Type

Bolt

Grade

Bolt Size

in

Number

Of Bolts

Maximum

Load per Bolt

K

Allowable

Load per Bolt

K

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T1 240 Leg A325N 0.6250 5 4.467 24.851 0.180

1 Bolt DS

T2 230 Leg A325N 1.0000 6 11.244 53.014 0.212

1 Bolt Tension

T3 210 Leg A325N 1.0000 6 12.199 53.014 0.230

1 Bolt Tension

Diagonal A325N 1.0000 1 8.428 9.904 0.851

1 Member Block Shear

T4 200 Leg A325N 1.0000 6 19.587 53.014 0.369

1 Bolt Tension

Diagonal A325N 1.0000 1 9.171 9.904 0.926


T5 180 Leg A325N 1.0000 6 25.518 53.014 0.481

1 Bolt Tension

Diagonal A325N 1.0000 1 7.896 10.923 0.723


T6 160 Leg A325N 1.2500 6 31.194 82.835 0.377

1 Bolt Tension

Diagonal A325N 1.2500 1 10.137 19.037 0.533


T7 140 Leg A325N 1.2500 6 37.870 82.835 0.457

1 Bolt Tension

Diagonal A325N 1.2500 1 10.351 19.037 0.544


T8 120 Leg A325N 1.2500 12 22.110 82.835 0.267

1 Bolt Tension

Diagonal A325N 1.2500 1 10.750 22.436 0.479


T9 100 Leg A325N 1.2500 12 24.045 82.835 0.290

1 Bolt Tension

Diagonal A325N 1.0000 2 7.126 29.433 0.242


T10 80 Leg A325N 1.2500 12 27.116 82.835 0.327

1 Bolt Tension

Diagonal A325N 1.0000 2 7.461 29.433 0.254


T11 60 Leg A325N 1.2500 12 29.856 82.835 0.360

1 Bolt Tension

Diagonal A325N 1.0000 2 7.423 29.433 0.252


T12 40 Leg A325N 1.2500 12 32.596 82.835 0.394

1 Bolt Tension

Diagonal A325N 1.0000 2 7.401 29.433 0.251


T13 20 Leg A687 1.2500 12 35.019 96.641 0.362

1 Bolt Tension

Diagonal A325N 1.0000 2 8.104 29.433 0.275


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 2.333 64.0 K=1.00

2.4053 -21.666 80.225 0.270 1

T2 230 - 210 2 20.002 2.334 56.0 3.1416 -69.305 112.398 0.617 1



Page

29 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

K=1.00

T3 210 - 200 Valmont 208951 10.017 10.017 45.4 K=1.00

3.6816 -79.607 142.493 0.559 1

T4 200 - 180 Valmont 207629 20.033 10.017 37.8

K=1.00 5.3014 -127.405 214.859 0.593 1

T5 180 - 160 Valmont 207629 20.033 10.017 37.8

K=1.00 5.3014 -165.773 214.859 0.772 1

T6 160 - 140 Pirod 195559 20.033 10.017 27.8

K=1.00 9.4248 -205.235 400.895 0.512 1

T7 140 - 120 Pirod 195559 20.033 10.017 27.8

K=1.00 9.4248 -248.759 400.895 0.621 1

T8 120 - 100 Pirod 195560 20.033 10.017 24.7

K=1.00 11.9282 -291.888 513.414 0.569 1

T9 100 - 80 Pirod 139283 20.033 20.033 32.6

K=1.00 14.7262 -318.382 613.145 0.519 1

T10 80 - 60 Pirod 139283 20.033 20.033 32.6

K=1.00 14.7262 -362.386 613.145 0.591 1

T11 60 - 40 Pirod 139284 20.033 20.033 32.6

K=1.00 17.8187 -402.079 741.993 0.542 1

T12 40 - 20 Pirod 139284 20.033 20.033 32.6

K=1.00 17.8187 -443.184 741.993 0.597 1

T13 20 - 0 Pirod 139285 20.033 20.033 32.5

K=1.00 21.2057 -479.529 883.145 0.543 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 1.650 2.448 0.675

T4 200 - 180 0.5 1.471 141.2 238.565 0.1963 0.583 2.490 0.235

T5 180 - 160 0.5 1.471 141.2 238.565 0.1963 0.353 2.490 0.142

T6 160 - 140 0.5 1.425 136.8 424.115 0.1963 0.490 2.686 0.183

T7 140 - 120 0.5 1.425 136.8 424.115 0.1963 0.308 2.686 0.115

T8 120 - 100 0.625 1.413 108.5 536.771 0.3068 1.015 6.062 0.168

T9 100 - 80 0.75 1.758 112.5 662.680 0.4418 0.801 9.971 0.081

T10 80 - 60 0.75 1.758 112.5 662.680 0.4418 0.740 9.971 0.075

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 1.103 10.086 0.110

T13 20 - 0 0.75 1.728 110.6 954.259 0.4418 1.528 10.201 0.151



Page

30 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section No.

Elevation ft

Diagonal Size

Ld

ft Kl/r

φPn K

A in2

Vu K

φVn K

Stress Ratio

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 5.069 2.452 117.7 K=0.75

0.4418 -4.554 7.203 0.632 1

T2 230 - 210 1 5.476 2.662 95.8

K=0.75 0.7854 -5.301 18.057 0.294 1

T3 210 - 200 L2 1/2x2 1/2x3/16 11.416 5.003 121.3

K=1.00 0.9020 -9.128 13.471 0.678 1

T4 200 - 180 L2 1/2x2 1/2x3/16 11.930 5.404 131.0

K=1.00 0.9020 -9.348 11.842 0.789 1

T5 180 - 160 L3x3x3/16 13.796 6.348 127.8

K=1.00 1.0900 -8.146 14.866 0.548 1

T6 160 - 140 L3x3x5/16 15.243 7.061 143.9

K=1.00 1.7800 -10.427 19.431 0.537 1

T7 140 - 120 L3x3x5/16 16.803 7.861 160.2

K=1.00 1.7800 -10.515 15.677 0.671 1

T8 120 - 100 L3 1/2x3 1/2x5/16 18.448 8.697 151.3

K=1.00 2.0900 -10.124 20.637 0.491 1

T9 100 - 80 2L4x4x1/4x5/8 26.255 12.430 122.8

K=1.00 3.8750 -15.766 56.341 0.280 1

2L 'a' > 71.0144 in - 179

T10 80 - 60 2L4x4x1/4x5/8 27.592 13.121 129.6 K=1.00

3.8750 -15.554 51.611 0.301 1

2L 'a' > 74.1778 in - 188

T11 60 - 40 2L4x4x1/4x5/8 29.006 13.845 136.8 K=1.00

3.8750 -15.704 46.796 0.336 1

2L 'a' > 77.3314 in - 197

T12 40 - 20 2L4x4x1/4x5/8 30.485 14.599 144.2 K=1.00

3.8750 -15.302 42.090 0.364 1

2L 'a' > 80.6117 in - 206

T13 20 - 0 2L4x4x1/4x5/8 32.021 15.378 151.9 K=1.00

3.8750 -18.084 37.934 0.477 1

2L 'a' > 84.0032 in - 215


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 -1.284 8.290 0.155 1

T2 230 - 210 1 4.517 4.350 146.2

K=0.70 0.7854 -2.345 8.306 0.282 1



Page

31 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman


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 -2.217 8.290 0.267 1

T2 230 - 210 1 4.983 4.817 161.8

K=0.70 0.7854 -1.363 6.774 0.201 1


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 0.667 18.3 1.7942 22.333 87.466 0.255 1 #

T2 230 - 210 2 20.002 0.667 16.0 3.1416 67.462 141.372 0.477 1

T3 210 - 200 Valmont 208951 10.017 10.017 45.4 3.6816 73.196 165.670 0.442 1

T4 200 - 180 Valmont 207629 20.033 10.017 37.8 5.3014 117.522 238.565 0.493 1

T5 180 - 160 Valmont 207629 20.033 10.017 37.8 5.3014 153.109 238.565 0.642 1

T6 160 - 140 Pirod 195559 20.033 10.017 27.8 9.4248 187.163 424.115 0.441 1

T7 140 - 120 Pirod 195559 20.033 10.017 27.8 9.4248 227.220 424.115 0.536 1

T8 120 - 100 Pirod 195560 20.033 10.017 24.7 11.9282 265.327 536.771 0.494 1

T9 100 - 80 Pirod 139283 20.033 20.033 32.6 14.7262 288.535 662.680 0.435 1

T10 80 - 60 Pirod 139283 20.033 20.033 32.6 14.7262 325.394 662.680 0.491 1

T11 60 - 40 Pirod 139284 20.033 20.033 32.6 17.8187 358.272 801.842 0.447 1

T12 40 - 20 Pirod 139284 20.033 20.033 32.6 17.8187 391.148 801.842 0.488 1

T13 20 - 0 Pirod 139285 20.033 20.033 32.5 21.2057 420.226 954.259 0.440 1

1 P u / φPn controls # Based on net area of leg in section below



Page

32 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

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 1.650 2.448 0.675

T4 200 - 180 0.5 1.471 141.2 238.565 0.1963 0.583 2.490 0.235

T5 180 - 160 0.5 1.471 141.2 238.565 0.1963 0.353 2.490 0.142

T6 160 - 140 0.5 1.425 136.8 424.115 0.1963 0.490 2.686 0.183

T7 140 - 120 0.5 1.425 136.8 424.115 0.1963 0.308 2.686 0.115

T8 120 - 100 0.625 1.413 108.5 536.771 0.3068 1.015 6.062 0.168

T9 100 - 80 0.75 1.758 112.5 662.680 0.4418 0.801 9.971 0.081

T10 80 - 60 0.75 1.758 112.5 662.680 0.4418 0.740 9.971 0.075

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 1.103 10.086 0.110

T13 20 - 0 0.75 1.728 110.6 954.259 0.4418 1.528 10.201 0.151

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 5.069 2.452 156.9 0.4418 4.604 19.880 0.232 1

T2 230 - 210 1 5.476 2.662 127.8 0.7854 5.268 35.343 0.149 1

T3 210 - 200 L2 1/2x2 1/2x3/16 11.416 5.003 80.1 0.5183 8.428 22.546 0.374 1

T4 200 - 180 L2 1/2x2 1/2x3/16 11.930 5.404 86.2 0.5183 9.171 22.546 0.407 1

T5 180 - 160 L3x3x3/16 13.128 6.037 79.5 0.6593 7.896 28.679 0.275 1

T6 160 - 140 L3x3x5/16 15.243 7.061 94.9 1.0127 10.137 44.054 0.230 1

T7 140 - 120 L3x3x5/16 16.010 7.474 100.3 1.0127 10.351 44.054 0.235 1

T8 120 - 100 L3 1/2x3 1/2x5/16 17.616 8.288 94.6 1.2452 10.750 54.168 0.198 1

T9 100 - 80 2L4x4x1/4x5/8 26.255 12.430 122.1 2.4844 14.252 108.070 0.132 1

2L 'a' > 71.0144 in - 179

T10 80 - 60 2L4x4x1/4x5/8 27.592 13.121 128.7 2.4844 14.923 108.070 0.138 1



Page

33 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section No.

Elevation

ft

Size

L

ft

Lu

ft

Kl/r

A

in2

Pu

K

φPn

K

Ratio

Pu

φPn

2L 'a' > 74.1778 in - 188 T11 60 - 40 2L4x4x1/4x5/8 29.006 13.845 135.6 2.4844 14.846 108.070 0.137 1

2L 'a' > 77.3314 in - 196

T12 40 - 20 2L4x4x1/4x5/8 30.485 14.599 142.9 2.4844 14.802 108.070 0.137 1

2L 'a' > 80.6117 in - 206

T13 20 - 0 2L4x4x1/4x5/8 32.021 15.378 150.3 2.4844 16.208 108.070 0.150 1

2L 'a' > 84.0032 in - 214


Top 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 1.259 35.343 0.036 1

T2 230 - 210 1 4.517 4.350 208.8 0.7854 2.427 35.343 0.069 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 2.083 35.343 0.059 1

T2 230 - 210 1 4.983 4.817 231.2 0.7854 1.440 35.343 0.041 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 -21.666 80.225 27.0 Pass T2 230 - 210 Leg 2 34 -69.305 112.398 61.7 Pass T3 210 - 200 Leg Valmont 208951 91 -79.607 142.493 67.5 Pass T4 200 - 180 Leg Valmont 207629 100 -127.405 214.859 59.3 Pass T5 180 - 160 Leg Valmont 207629 115 -165.773 214.859 77.2 Pass T6 160 - 140 Leg Pirod 195559 130 -205.235 400.895 51.2 Pass T7 140 - 120 Leg Pirod 195559 145 -248.759 400.895 62.1 Pass T8 120 - 100 Leg Pirod 195560 161 -291.888 513.414 56.9 Pass T9 100 - 80 Leg Pirod 139283 176 -318.382 613.145 51.9 Pass

T10 80 - 60 Leg Pirod 139283 185 -362.386 613.145 59.1 Pass T11 60 - 40 Leg Pirod 139284 194 -402.079 741.993 54.2 Pass



Page

34 of 34


Project

19003.014 (T-Mobile)

Date

11:27:49 12/10/19

Atlanta, GA 30346

Phone: (678) 990-8700 FAX: (678) 990-8701

Client


P. Nejman

Section

No.

Elevation ft

Component Type

Size Critical Element

P K

øPallow

K %

Capacity Pass Fail

T12 40 - 20 Leg Pirod 139284 203 -443.184 741.993 59.7 Pass T13 20 - 0 Leg Pirod 139285 212 -479.529 883.145 54.3 Pass T1 240 - 230 Diagonal 3/4 10 -4.554 7.203 63.2 Pass T2 230 - 210 Diagonal 1 44 -5.301 18.057 29.4 Pass T3 210 - 200 Diagonal L2 1/2x2 1/2x3/16 95 -9.128 13.471 67.8

85.1 (b) Pass

T4 200 - 180 Diagonal L2 1/2x2 1/2x3/16 110 -9.348 11.842 78.9 92.6 (b)

Pass

T5 180 - 160 Diagonal L3x3x3/16 119 -8.146 14.866 54.8 72.3 (b)

Pass

T6 160 - 140 Diagonal L3x3x5/16 133 -10.427 19.431 53.7 Pass T7 140 - 120 Diagonal L3x3x5/16 149 -10.515 15.677 67.1 Pass T8 120 - 100 Diagonal L3 1/2x3 1/2x5/16 164 -10.124 20.637 49.1 Pass T9 100 - 80 Diagonal 2L4x4x1/4x5/8 179 -15.766 56.341 28.0 Pass

T10 80 - 60 Diagonal 2L4x4x1/4x5/8 188 -15.554 51.611 30.1 Pass T11 60 - 40 Diagonal 2L4x4x1/4x5/8 197 -15.704 46.796 33.6 Pass T12 40 - 20 Diagonal 2L4x4x1/4x5/8 206 -15.302 42.090 36.4 Pass T13 20 - 0 Diagonal 2L4x4x1/4x5/8 215 -18.084 37.934 47.7 Pass T1 240 - 230 Top Girt 1 4 -1.284 8.290 15.5 Pass T2 230 - 210 Top Girt 1 38 -2.345 8.306 28.2 Pass T1 240 - 230 Bottom Girt 1 8 -2.217 8.290 26.7 Pass T2 230 - 210 Bottom Girt 1 41 -1.363 6.774 20.1 Pass

Summary Leg (T5) 77.2 Pass Diagonal

(T4) 92.6 Pass

Top Girt (T2)

28.2 Pass

Bottom Girt (T1)

26.7 Pass

Bolt Checks 92.6 Pass RATING = 92.6 Pass

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? AnalyzeFoundation Mapped: N

Moment (M): 0.0 k-ftShear/Leg (V): 51.0 k

Compression/Leg (P): 501.0 k

Uplift/Leg (U): 437.0 k

Tower Type (GT / SST / MP): SSTDiameter of Caisson (d): 8.5 ftCaisson Embedment (L-h): 58.0 ftCaisson Height Above Ground (h): 0.5 ftDepth Below Ground Surface to Water Table (w): 7.0 ftUnit Weight of Concrete: 150.0 pcfUnit Weight of Water: 62.4 pcfTension Skin Friction/Compression Skin Friction: 1.00Pullout Angle: 30.0 degrees

Soil Mechanical Properties

gSoil Cohesion f

Top Bottom (pcf) (psf) (degree)0.0 3.0 105 0 03.0 8.0 105 0 318.0 10.0 105 0 31

10.0 28.0 103 0 2928.0 33.0 98 100 033.0 38.0 103 0 3338.0 48.0 103 0 3348.0 59.0 103 0 33

Required Embedment: 48.7

Volume of Concrete: 3319.6 ft3 = 122.9 yd3

Weight of Concrete (Buoyancy Effect Considered): 317.4 kAverage Soil Unit Weight: 48.1 pcfSkin Friction Resistance: 934.6 kCompressive Bearing Resistance: 680.9 kPullout Weight (Minus Concrete Weight): 4521.3 k

Nominal Uplift Capacity per Leg (fsTn): 939.0 k

Nominal Compressive Capacity per Leg (fsPn): 1211.7 k

Pu: 686.8 k

Tu/fsTn: 0.47 Result: OK

Pu/fsPn: 0.57 Result: OK

Total Lateral Resistance: 5867.1 kInflection Point (Below Ground Surface): 41.9 ft

Design Overturning Moment At Inflection Point (MD): 2160.8 k-ft

Nominal Moment Capacity (fsMn): 53089.4 k-ft

MD/fsMn: 0.04 Result: OK

fs: 0.75

19003.014 (T-Mobile)

0

12000

Depth (ft)

1000

Ultimate Skin

Friction (psf)

800 0

Pressure (psf)

600400400

0

ft - OK, Caisson Embedment Satisfactory

Ultimate Bearing

800

Boones NeckNC-5009

PN

12/10/19

6/2/2017

0

400

0000

Engineer Notes

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: 12# 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 inDesign 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 (fB): 0.90 ACI318-14 - 21.2.2

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

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

Steel Elastic Modulus: 29000 ksiMaximum Allowable Strain in Rebar: 0.0075 ACI318-14 21.2.2

Design Moment (Mu): 765.0 k-ft

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

Mu/fBMn: 0.10 Result: OK

Design Shear (Vu): 51.0 k

Nominal Shear Capacity (fVVn): 653.4 k - ACI318-14 - 22.5.5 or 22.5.10.5.3

Vu/fVVn: 0.08 Result: OK

Design Tension (Tu): 437.0 k

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

Tu/fTTn: 0.20 Result: OK

Design Compression (Pu): 686.8 k

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

Pu/fPPn: 0.06 Result: OK

Bending Reinforcement Ratio: 0.005

Mu/fBMn + Tu/fTTn: 0.29 Result: OK

in

ACI318-14 - 10.3.1.2

0.0 51.00 25.500.0 51.00 25.500.0 51.00 25.50

-7.3 -0.02 25.49-7.3 -0.02 25.49-7.3 -0.02 25.49

-14.5 -0.17 24.79-14.5 -0.17 24.79-14.5 -0.17 24.79-21.8 -0.36 22.87-21.8 -0.36 22.87-21.8 -0.36 22.87-29.0 -0.59 19.43-29.0 -0.59 19.43-29.0 -0.59 19.43-36.3 -0.70 14.76-41.9 -0.99 10.02-41.9 -0.99 10.02-43.5 -0.90 8.48-43.5 -0.90 8.48-43.5 -0.90 8.48-50.8 -0.48 3.47-50.8 -0.48 3.47-50.8 -0.48 3.47-58.0 0.00 0.00

-70

-60

-50

-40

-30

-20

-10

0

-20 0 20 40 60

Dep

th (

ft)

Shear (k)

Design Factored Shear / Depth

-70

-60

-50

-40

-30

-20

-10

0

0 10 20 30

Dep

th (

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:

Fiber Hybrid

Receive Frequency (Mhz)

W(ft) OR Square footage

10 W(ft) OR Square footage

W(ft) OR Square footage

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

DIMS: L(ft) W(ft)

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

DIMS: L(ft) W(ft)

Power Provided by: Electrical Service Telephone Number:

KWH units

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

POTS MICROWAVE FIBER OPTICS

Fiber Provider:

DIMS: L(ft) H(ft)

BST Generator: KW

Generator Capacity: KW Generator Model:

Fuel Tank Location: DIMS: L(ft) Gallons

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

Comments:

Before submitting application, this section MUST be addressed:

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

L19: 1935.2-1949.8, L7:

1869.8, L7: 698-704 1869.8, L7: 698-704 1869.8, L7: 698-704 L19: 1855.2-1869.8, L7:

PCS: 15.95 dBd, L7: 14.55 dBd PCS: 15.95 dBd, L7: 14 .55 dBd PCS: 15.95 dBd, L7: 14.55 dBd 14.55 dBd

Dish Diam/Weight/Mount hgt or location

Ericsson Ericsson Ericsson Ericsson

RRU RRUTransmitter/Receiver Type/RRU/Junction Boxes

33.926444

-78.332694

2830 Boones Neck Road, Supply, NC 28462

15

Power Company

N/A

1

1 5/8"

Transmit Frequency (Mhz)

Antenna Gain (Db)

700Mhz L7

Install 8 panel antenna, 4 RRU, 8 hybrid Fiber Cabl es; back-up generator

T-Mobile Contact Email:

Fuel Tank Size:

Type of Technology

GSM: 25W, L19: 60W, L7: 40W GSM: 25W, L19: 60W, L7: 40W

GSM: 1968, L19: 2361, L7: 1140

40W

L7: 1140

132.2 lbs / 46 lbs

RRU

Radio 4449 B12+B71

2

Manufacturer

30

Panel Panel Panel

205'

205'

132.2 lbs / 46 lbs

1 5/8"

N/A

56" x 12.9" x 8.7" / 96"x24.0"x8.5"

Ericsson/RFS

(1) AIR32 KRD901146-1_B66A_B2A/(1) APXVAARR24_43-U-A20

320

132.2 lbs / 46 lbs

210

2

1 5/8" 1 5/8"

Fiber Hybrid Fiber Hybrid Fiber Hybrid

EQUIPMENT SPECIFICATIONS

Structure Height:

56" x 12.9" x 8.7" / 96"x24.0"x8.5"

205'

205'

(1) AIR32 KRD901146-1_B66A_B2A/(1) APXVAARR24_43-U-A20

SECTOR 4

Proposed Proposed Proposed

205'

205'

Ericsson/RFS

(1) AIR32 KRD901146-1_B66A_B2A/(1)

APXVAARR24_43-U-A20

56" x 12.9" x 8.7" / 96"x24.0"x8.5"

56" x 12.9" x 8.7" / 96"x24.0"x8.5"

Ericsson/RFS

Proposed

SECTOR 1 SECTOR 2

205'

205'

Antenna Model# (Attach Specs)

Mount Type(Attach Specs)

Install 8 panel antenna, 4 RRU, 8 hybrid Fiber Cabl es; back-up generator

Equipment Type

Applicant Must fill in all bolded sections

Panel

Tower Mount Mounting Height

Azimuths

Line Type

Fuel Tank Size:

New/Add'l Lease Area being requested:

DIMS: L(ft)

Electric Service Required (Amps/Volts)

2

Diameter Of Coax Cables (In)

Type & Model

Qty Of Transmitters/Receivers/RRU's/Junction Boxes 1

Radio 4449 B12+B71

1

Radio 4449 B12+B71

PCS GSM 19 / PCS L19 / 700Mhz L7

W(ft)

GSM: 25W, L19: 60W, L7: 40W

GSM: 1968, L19: 2361, L7: 1140

TX Power Output

ERP (Watts)

SD025Generator Make:

Cabinets:

Concrete Pad for Cabinets:

Cabinet/Shelter Manufacturer/Model:

BACK-UP POWER INFORMATION

Telco/Interconnect Requirements: T1

3

Generation Location:

N/A N/AN/A

GSM: 1968, L19: 2361, L7: 1140

1

Radio 4449 B12+B71

RRU

Removing Equipment (If Applicable)

PCS GSM 19 / PCS L19 / 700Mhz L7 PCS GSM 19 / PCS L1 9 / 700Mhz L7

1949.8, L7: 728-734 1949.8, L7: 728-734 1949.8, L7: 728-734

Tower Information

120

2

Desired RAD Center (Ft AGL)

Summary of Work to be Completed including any equipment swap or removal:

31

SST

240'

Number: Account Payable Contact Name:

Total# Of Lines For Equipment In Column

Installation Status

Number:

Structure Type:

Antenna Dimensions (WxHxD)(Ft Or Inches)

SECTOR 3

Ericsson/RFS

(1) AIR32 KRD901146-1_B66A_B2A/(1) APXVAARR24_43-U-

A20

132.2 lbs / 46 lbs Antenna Weight (Per Item, In Lbs.)

Primary Contact/Agent Name:

Notice Address for Site License:

Donna Jenkins

Email: 484-557-5562Number:

Caledonia

3LIR154B - Relo

2/15/2018

T- Mobile

Contact/Agent Company Name:

Number:

Donna Jenkins

484-557-5562

Contact/Agent Fax:

[email protected]

7/23/2018

Applicant Information

Email:

Email:

Email: Construction Contact Name:

Email:

Number:

Applicant Contact Information

RF Contact Name:

Leasing Contact Name:

Yes

DIMS: L(ft)

Exisiting Lease Area:

Inside Lease AreaGenerator Required:

Collocation Application

BlueSky Towers, LLC Info

Antenna Manufacturer

NC-5009

[email protected]

James Burgess

508-530-3564

508-530-3580

Contact/Agent Number:

Boones Neck

[email protected]

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

PM&A

Yes

Is a multi-tenant meter rack present:

Will RRUs be located behind antennas:

Average Monthly Power Consumption:

W(ft)

Generator Ground Space Requirement: Fuel Type:

180New/Add'l Rooftop Lease Area being requested (if space is needed on both ground and rooftop: DIMS: L(ft)

GROUND SPACE REQUIREMENTS

Final Configuration after work is completed:

Antenna Quantity One /One One /One One /One One /One

Dish Manufacturer N/A

Dish Model# (attach Specs)

Shared Generator Peak Usage:Generator Owner:

W(ft)

Electrical Service Provider:

POWER REQUIREMENTS

Shelter:

Concrete Pad for Shelter:

Mount Model # TBD TBD TBD TBD

Existing Equipment:

Comments:

www.blueskytower.com

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