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750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Structural Analysis Report
Structure : 300 foot Self-Supported Tower
BST Site Name : Exum
BST Site Number : NC-5012
Proposed Carrier : AT&T
Carrier Site Name : 478-131
Carrier Site Number : 478-131
Site Location : 5278 Myrtlehead Road Ash
Road Ash, NC 28420 (Brunswick County)
34.1150, -78.4647
Date : January 16, 2017
Max Member Stress Level : 96%
Result : PASS
Prepared by:
Bennett & Pless, Inc.
B&P Job No.: 17003.001
01/16/2017
Reviewed For Code Compliance
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Table of Contents
Introduction ........................................................................................................................ 1
Existing Structural Information ....................................................................................... 1
Final Proposed Equipment Loading for AT&T .............................................................. 1
Design Criteria ................................................................................................................... 2
Analysis Results .................................................................................................................. 2
Assumptions ........................................................................................................................ 3
Conclusions ......................................................................................................................... 3
Standard Conditions .......................................................................................................... 4
Disclaimer of Warranties .................................................................................................. 4
Calculations ........................................................................................................... Attached
Collocation Application ....................................................................................... Attached
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Introduction
We have completed our structural analysis of the proposed equipment installation on the foregoing tower to
determine its ability to support the new loads proposed by AT&T. The objective of the analysis was to determine
if the tower meets the current structural codes and standards with the proposed equipment installation.
Existing Structural Information
The following documents for the existing structure were made available for our structural analysis.
Tower Information Sabre tower drawings Job No.: 08-01128 dated January 25, 2008.
FDH Engineering previous SA Project No.: 146FCV1400 dated October
24, 2014.
Foundation Information Sabre tower drawings Job No.: 08-01128 dated January 25, 2008.
Geotechnical Information Geotechnical report was not available at time of analysis.
Existing Equipment Information BlueSky Collocation Application dated December 8 2016.
FDH Engineering previous SA Project No.: 146FCV1400 dated October
24, 2014.
Tower Reinforcement Information Tower has not been previously reinforced.
Final Proposed Equipment Loading for AT&T
The following proposed loading was obtained from the BlueSky Collocation Application:
Antenna/Equipment Coax
Mount RAD Qty. Antenna Type Qty. Size/Type
292.0 - 1 Sector Frame Mount
2 1 5/8” Coax 292.0 1 Andrew UMWD-06516-2DH1 Panel
300.0
- 3 Keenwood T1761KT122 Mount
12
4
1
1
1 5/8” Coax
7/8” DC Cable
1/2" Fiber
3/8" RET 300.0
3 Andrew UMWD-06516-2DH3 Panel
3 Kathrein 742-215 Panel
3 Andrew SBNHH-1D65C Panel
3 Ericsson RRUS 11 RRU
2 Raycap DC6-48-60-18-8F Squid 1Note: (1) Existing Andrew UMWD-06516-2DH to be replaced 2Note: Existing Keenwood T11684KT12-4114 to be replaced. 3Note: (3) Existing Andrew UMWD-06516-2DH to be removed.
Note: Proposed equipment shown in bold.
Note: Other existing loading can be found on the tower profile attached.
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Design Criteria The tower was analyzed using tnxTower (Version 7.0.7.0) tower analysis software using the following design
criteria.
State North Carolina
City/County Building Code Brunswick (North Carolina State
Building Code 2012)
TIA/EIA Standard Code TIA-222-G
Basic Wind Speed 125 MPH (3 Second Gust)
Basic Wind Speed w/ Ice 30 MPH/ 0.25” Ice
Steel Grade 50 ksi legs, 36 ksi all others, A325
bolts
Exposure Category C
Topographic Category (height) 1 (0.0 ft)
Structure Class II
Analysis Results
Structure
Based on the foregoing information, our structural analysis determined that the existing tower is structurally
capable of supporting the proposed equipment loads without modification.
Member % Capacity Results
Leg 87 Pass
Diagonal 96 Pass
Horizontal 34 Pass
Redundant Horizontal 60 Pass
Redundant Diagonal 79 Pass (105% is considered acceptable)
Foundation
The existing foundation has also been evaluated. The foundation reactions resulting from the proposed installation
are less than the original design foundation reactions and as such the existing foundation is considered to be
structurally capable of supporting the proposed equipment loads.
Component Analysis Reactions Original Reactions* % Capacity Results
Uplift (Kips) 663 860 77 Pass
Axial (Kips) 775 1029 75 Pass
Shear (Kips) 86 108 80 Pass *Have been factored by 1.35 to equate to G standard.
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Assumptions
The below assumptions are true, complete and accurate.
1. The existing tower has been maintained to manufacturer’s specifications and is in good condition.
2. Foundations are considered to have been properly designed for the original design loads.
3. All member connections are considered to have been designed to meet the load carrying capacity of the
connected member.
4. Antenna mount loads have been estimated based on generally accepted industry standards.
5. The mounts for the proposed antennas have been analyzed and designed by others.
6. See additional assumptions contained in the report attached.
7. Tower is within acceptable engineering tolerance at 105%.
8. Foundations are within acceptable engineering tolerance at 110%.
Conclusions
The existing tower described above has sufficient capacity to support the proposed loading based on the
governing Building Code. The existing tower foundation also has sufficient capacity.
We appreciate the opportunity of providing our continuing professional services to you. If you have any
questions or need further assistance, please call us anytime at 678-990-8700.
Sincerely,
Analysis by:
Chunhui Song
Design Engineer
Reviewed by:
John Bozzetto, P.E.
Manager, South Florida Office
01/16/2017
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
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.
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Attachment 1:
Calculations
Reviewed For Code Compliance
Experience Structural Expertise
Bennett & Pless
550 River Drive
North Sioux City, SD 57049 Phone: 605-540-4621
FAX: 678-990-8701
Job: US-NC-5012_SA_011017
Project: SST Structural Analysis Client: BlueSky Drawn by: Chunhui Song App'd:
Code: TIA-222-G Date: 01/16/17 Scale: NTS Path:
C:\Egnyte\Shared\Projects\2017\17000 - 17299 - GA\17003.xxx - Blue Sky\17003.001 - NC-5010 Exum SA for ATT\1-16-17 report revise\US-NC-5012_SA_011617_ATT.eri
Dwg No. E-1
300.0 ft
280.0 ft
260.0 ft
240.0 ft
220.0 ft
200.0 ft
180.0 ft
160.0 ft
140.0 ft
120.0 ft
100.0 ft
80.0 ft
60.0 ft
53.3 ft
40.0 ft
33.3 ft
20.0 ft
13.3 ft
0.0 ft
REACTIONS - 125 mph WIND
TORQUE 32 kip-ft
142 K
SHEAR
21212 kip-ft
MOMENT
98 K
AXIAL
30 mph WIND - 0.2500 in ICE
TORQUE 1 kip-ft
7 K
SHEAR
1038 kip-ft
MOMENT
137 K
AXIAL
SHEAR: 75 K
UPLIFT: -663 K
SHEAR: 86 K
DOWN: 775 K
MAX. CORNER REACTIONS AT BASE:
ARE FACTOREDALL REACTIONS
S
ectio
nT
1T
2T
3T
4T
5T
6T
7T
8T
9T
10
T11
T12
T13
T14
T15
T16
T17
T18
L
eg
sA
BP
4x.3
37
CP
5.5
63
x.5
DP
8.6
25
X.5
P1
0x.5
P1
2x.5
P1
4x.5
L
eg
Gra
de
A5
72
-50
D
iag
on
als
L2
x2
x1
/8L
2x2
x3
/16
L2
1/2
x2
1/2
x1
/4L
3x3
x3
/16
L3
x3
x1
/4L
3 1
/2x3
1/2
x1
/4L
3 1
/2x4
x5
/16
L4
x4
x5
/16
L4
x4
x3
/8L
5x5
x5
/16
L4
x6
x3
/8E
L4
x6
x3
/8F
L4
x6
x3
/8
D
iag
on
al G
rad
eA
36
T
op
Gir
tsL
2x2
x1
/8N
.A.
H
ori
zo
nta
lsN
.A.
L4
x4
x5
/16
N.A
.L
4x4
x3
/8N
.A.
L5
x5
x5
/16
R
ed
. H
ori
zo
nta
lsN
.A.
L3
x3
x3
/8N
.A.
L3
x3
x3
/8N
.A.
L3
x3
x3
/8
R
ed
. D
iag
on
als
N.A
.L
3x3
x1
/4N
.A.
L3
x3
x1
/4N
.A.
G
In
ne
r B
racin
gN
.A.
HN
.A.
HN
.A.
IN
.A.
F
ace
Wid
th (
ft)
57
91
11
31
51
71
92
12
32
52
72
7.6
72
92
9.6
73
13
1.6
73
3
#
Pa
ne
ls @
(ft)
5 @
48
@ 5
9 @
6.6
66
67
12
@ 1
0J
1 @
13
.3J
1 @
13
.3J
1 @
13
.3
W
eig
ht (K
)0.7
0.9
1.5
2.1
2.5
3.1
3.9
4.5
5.5
6.1
6.3
7.4
2.5
5.3
2.5
5.6
3.0
6.1
69
.6
4' Lightning Rod 300 Beacon (.035k 2.250CAAA) 300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
300 742-215 w/ Mount Pipe (ATT) 300 742-215 w/ Mount Pipe (ATT) 300 742-215 w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 RRUS 11 (ATT) 300 RRUS 11 (ATT) 300 RRUS 11 (ATT) 300 DC6-48-60-18-8F (ATT) 300 DC6-48-60-18-8F (ATT) 300 Kenwood T1671KT12 (ATT) 300 Kenwood T1671KT12 (ATT) 300 Kenwood T1671KT12 (ATT) 300 Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
292 Kenwood T1671KT12 (ATT) 292 741 989 w/Mount Pipe 280 741 989 w/Mount Pipe 280 741 989 w/Mount Pipe 280 Kathrein 800 10309V01 w/ Mount Pipe 280 Kathrein 800 10309V01 w/ Mount Pipe 280 Kathrein 800 10309V01 w/ Mount Pipe 280 RRUS 11 280 RRUS 11 280 RRUS 11 280 DC6-48-60-18-8F 280 SM 407-3 280DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATION 4' Lightning Rod 300
Beacon (.035k 2.250CAAA) 300
Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
300
Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
300
Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
300
742-215 w/ Mount Pipe (ATT) 300
742-215 w/ Mount Pipe (ATT) 300
742-215 w/ Mount Pipe (ATT) 300
SBNHH-1D65C w/ Mount Pipe (ATT) 300
SBNHH-1D65C w/ Mount Pipe (ATT) 300
SBNHH-1D65C w/ Mount Pipe (ATT) 300
RRUS 11 (ATT) 300
RRUS 11 (ATT) 300
RRUS 11 (ATT) 300
DC6-48-60-18-8F (ATT) 300
DC6-48-60-18-8F (ATT) 300
Kenwood T1671KT12 (ATT) 300
Kenwood T1671KT12 (ATT) 300
Kenwood T1671KT12 (ATT) 300
Andrew UMWD-06516-2DH w/ Mount Pipe (ATT)
292
Kenwood T1671KT12 (ATT) 292
741 989 w/Mount Pipe 280
741 989 w/Mount Pipe 280
741 989 w/Mount Pipe 280
Kathrein 800 10309V01 w/ Mount Pipe 280
Kathrein 800 10309V01 w/ Mount Pipe 280
Kathrein 800 10309V01 w/ Mount Pipe 280
RRUS 11 280
RRUS 11 280
RRUS 11 280
DC6-48-60-18-8F 280
SM 407-3 280
SYMBOL LISTMARK MARKSIZE SIZE
A Pipe 2.875x0.203
B Pipe 3.5" x 0.300" (3 XS)
C Pipe 5.563" x 0.375" (5 XS)
D Pipe 8.625" x 0.322" (8 STD)
E L5x5x5/16
F L5x5x3/8
G L3 1/2x4x1/4
H L3x3x1/4
I L3 1/2x3 1/2x1/4
J 1 @ 6.7
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi
TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 125 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 1 with Crest Height of 0.000 ft8. TOWER RATING: 96%
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
1 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Input Data
The main tower is a 3x free standing tower with an overall height of 300.000 ft above the ground line.
The base of the tower is set at an elevation of 0.000 ft above the ground line.
The face width of the tower is 5.000 ft at the top and 33.000 ft at the base.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Tower is located in Brunswick County, North Carolina.
Basic wind speed of 125 mph.
Structure Class II.
Exposure Category C.
Topographic Category 1.
Crest Height 0.000 ft.
Nominal ice thickness of 0.2500 in.
Ice thickness is considered to increase with height.
Ice density of 56.000 pcf.
A wind speed of 30 mph is used in combination with ice.
Temperature drop of 50.000 °F.
Deflections calculated using a wind speed of 60 mph.
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in tower member design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules
Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA
Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable
√ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation
Escalate Ice Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check
Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption
Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles
√ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction √ Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow
√ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
2 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Leg B Leg C
Leg A
Face
A Face B
Face C
Triangular Tower
Wind Normal
Wind 90
Wind 180
Z
X
Tower Section Geometry
Tower Section
Tower Elevation
ft
Assembly Database
Description Section Width
ft
Number of
Sections
Section Length
ft
T1 300.000-280.000 5.000 1 20.000
T2 280.000-260.000 5.000 1 20.000 T3 260.000-240.000 7.000 1 20.000
T4 240.000-220.000 9.000 1 20.000
T5 220.000-200.000 11.000 1 20.000 T6 200.000-180.000 13.000 1 20.000
T7 180.000-160.000 15.000 1 20.000
T8 160.000-140.000 17.000 1 20.000 T9 140.000-120.000 19.000 1 20.000
T10 120.000-100.000 21.000 1 20.000
T11 100.000-80.000 23.000 1 20.000
T12 80.000-60.000 25.000 1 20.000
T13 60.000-53.300 27.000 1 6.700 T14 53.300-40.000 27.670 1 13.300
T15 40.000-33.300 29.000 1 6.700 T16 33.300-20.000 29.670 1 13.300
T17 20.000-13.300 31.000 1 6.700
T18 13.300-0.000 31.670 1 13.300
Tower Section Geometry (cont’d)
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
3 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Tower Elevation
ft
Diagonal Spacing
ft
Bracing Type
Has K Brace
End Panels
Has Horizontals
Top Girt Offset
in
Bottom Girt Offset
in
T1 300.000-280.000 4.000 X Brace No No 0.0000 0.0000
T2 280.000-260.000 5.000 X Brace No No 0.0000 0.0000 T3 260.000-240.000 5.000 X Brace No No 0.0000 0.0000
T4 240.000-220.000 6.667 X Brace No No 0.0000 0.0000
T5 220.000-200.000 6.667 X Brace No No 0.0000 0.0000 T6 200.000-180.000 6.667 X Brace No No 0.0000 0.0000
T7 180.000-160.000 10.000 X Brace No No 0.0000 0.0000
T8 160.000-140.000 10.000 X Brace No No 0.0000 0.0000
T9 140.000-120.000 10.000 X Brace No No 0.0000 0.0000
T10 120.000-100.000 10.000 X Brace No No 0.0000 0.0000 T11 100.000-80.000 10.000 X Brace No No 0.0000 0.0000
T12 80.000-60.000 10.000 X Brace No No 0.0000 0.0000 T13 60.000-53.300 6.700 K Brace Up No Yes 0.0000 0.0000
T14 53.300-40.000 13.300 K1 Down No Yes 0.0000 0.0000
T15 40.000-33.300 6.700 K Brace Up No Yes 0.0000 0.0000 T16 33.300-20.000 13.300 K1 Down No Yes 0.0000 0.0000
T17 20.000-13.300 6.700 K Brace Up No Yes 0.0000 0.0000 T18 13.300-0.000 13.300 K1 Down No Yes 0.0000 0.0000
Tower Section Geometry (cont’d)
Tower
Elevation ft
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1
300.000-280.000
Pipe Pipe 2.875x0.203 A572-50
(50 ksi)
Equal Angle L2x2x1/8 A36
(36 ksi) T2
280.000-260.000
Pipe Pipe 3.5'' x 0.300'' (3 XS) A572-50
(50 ksi)
Equal Angle L2x2x1/8 A36
(36 ksi)
T3 260.000-240.000
Pipe P4x.337 A572-50 (50 ksi)
Equal Angle L2x2x3/16 A36 (36 ksi)
T4 240.000-220.000
Pipe Pipe 5.563'' x 0.375'' (5 XS) A572-50 (50 ksi)
Equal Angle L2 1/2x2 1/2x1/4 A36 (36 ksi)
T5
220.000-200.000
Pipe P5.563x.5 A572-50
(50 ksi)
Equal Angle L3x3x3/16 A36
(36 ksi) T6
200.000-180.000
Pipe Pipe 8.625'' x 0.322'' (8 STD) A572-50
(50 ksi)
Equal Angle L3x3x1/4 A36
(36 ksi) T7
180.000-160.000
Pipe P8.625X.5 A572-50
(50 ksi)
Equal Angle L3 1/2x3 1/2x1/4 A36
(36 ksi)
T8 160.000-140.000
Pipe P8.625X.5 A572-50 (50 ksi)
Single Angle L3 1/2x4x5/16 A36 (36 ksi)
T9
140.000-120.000
Pipe P10x.5 A572-50
(50 ksi)
Equal Angle L4x4x5/16 A36
(36 ksi)
T10
120.000-100.000
Pipe P10x.5 A572-50
(50 ksi)
Equal Angle L4x4x3/8 A36
(36 ksi) T11
100.000-80.000
Pipe P10x.5 A572-50
(50 ksi)
Equal Angle L4x4x3/8 A36
(36 ksi) T12
80.000-60.000
Pipe P12x.5 A572-50
(50 ksi)
Equal Angle L5x5x5/16 A36
(36 ksi)
T13 60.000-53.300
Pipe P12x.5 A572-50 (50 ksi)
Equal Angle L5x5x5/16 A36 (36 ksi)
T14 53.300-40.000
Pipe P12x.5 A572-50 (50 ksi)
Single Angle L4x6x3/8 A36 (36 ksi)
T15
40.000-33.300
Pipe P12x.5 A572-50
(50 ksi)
Equal Angle L5x5x5/16 A36
(36 ksi) T16
33.300-20.000
Pipe P12x.5 A572-50
(50 ksi)
Single Angle L4x6x3/8 A36
(36 ksi) T17 Pipe P14x.5 A572-50 Equal Angle L5x5x3/8 A36
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
4 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Elevation
ft
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
20.000-13.300 (50 ksi) (36 ksi) T18 13.300-0.000 Pipe P14x.5 A572-50
(50 ksi)
Single Angle L4x6x3/8 A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Top Girt
Type
Top Girt
Size
Top Girt
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
T1
300.000-280.000
Equal Angle L2x2x1/8 A36
(36 ksi)
Solid Round A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower Elevation
ft
No. of
Mid Girts
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
T13
60.000-53.300
None Flat Bar A36
(36 ksi)
Equal Angle L4x4x5/16 A36
(36 ksi)
T14 53.300-40.000
None Flat Bar A36 (36 ksi)
Equal Angle L4x4x5/16 A36 (36 ksi)
T15 40.000-33.300
None Flat Bar A36 (36 ksi)
Equal Angle L4x4x3/8 A36 (36 ksi)
T16
33.300-20.000
None Flat Bar A36
(36 ksi)
Equal Angle L4x4x3/8 A36
(36 ksi) T17
20.000-13.300
None Flat Bar A36
(36 ksi)
Equal Angle L5x5x5/16 A36
(36 ksi) T18 13.300-0.000 None Flat Bar A36
(36 ksi)
Equal Angle L5x5x5/16 A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower Elevation
ft
Secondary Horizontal Type
Secondary Horizontal Size
Secondary Horizontal
Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
T13
60.000-53.300
Solid Round A36
(36 ksi)
Equal Angle L3x3x1/4 A572-50
(50 ksi) T15
40.000-33.300
Solid Round A36
(36 ksi)
Equal Angle L3x3x1/4 A572-50
(50 ksi)
T17 20.000-13.300
Solid Round A36 (36 ksi)
Equal Angle L3 1/2x3 1/2x1/4 A572-50 (50 ksi)
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
5 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Redundant
Bracing Grade
Redundant
Type
Redundant
Size
K Factor
T14 53.300-40.000
A36 (36 ksi)
Horizontal (1) Diagonal (1)
Equal Angle Equal Angle
L3x3x3/8 L3x3x1/4
1 1
T16 33.300-20.000
A36 (36 ksi)
Horizontal (1) Diagonal (1)
Equal Angle Equal Angle
L3x3x3/8 L3x3x1/4
1 1
T18
13.300-0.000
A36
(36 ksi)
Horizontal (1)
Diagonal (1)
Equal Angle
Single Angle
L3x3x3/8
L3 1/2x4x1/4
1
1
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Gusset
Area (per face)
ft2
Gusset
Thickness
in
Gusset Grade Adjust. Factor
Af
Adjust.
Factor Ar
Weight Mult.
Double Angle
Stitch Bolt Spacing
Diagonals
in
Double Angle
Stitch Bolt Spacing
Horizontals
in
Double Angle
Stitch Bolt Spacing
Redundants
in
T1
300.000-280.0
00
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T2
280.000-260.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T3
260.000-240.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T4 240.000-220.0
00
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T5 220.000-200.0
00
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T6
200.000-180.0
00
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T7
180.000-160.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T8
160.000-140.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T9 140.000-120.0
00
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T10 120.000-100.0
00
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T11 100.000-80.00
0
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T12
80.000-60.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T13 60.000-53.300
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T14 53.300-40.000
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T15 0.000 0.0000 A36 1 1 1 36.0000 36.0000 36.0000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
6 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower 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
40.000-33.300 (36 ksi) T16
33.300-20.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T17 20.000-13.300
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T18
13.300-0.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
Tower Section Geometry (cont’d)
K Factors1
Tower
Elevation
ft
Calc
K Single
Angles
Calc
K Solid
Rounds
Legs X
Brace Diags
X
Y
K
Brace Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T1 300.000-280.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T2
280.000-260.0
00
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T3
260.000-240.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T4
240.000-220.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T5 220.000-200.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T6 200.000-180.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T7
180.000-160.0
00
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T8
160.000-140.0
00
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T9
140.000-120.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T10 120.000-100.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T11 100.000-80.00
0
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T12
80.000-60.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T13 60.000-53.300
Yes Yes 1 1 1
1 1
1 1
1 1
0.5 0.5
1 1
1 1
T14 53.300-40.000
Yes Yes 1 1 1
1 1
1 1
1 1
0.5 0.5
1 1
1 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
7 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
K Factors1
Tower
Elevation
ft
Calc
K
Single Angles
Calc
K
Solid Rounds
Legs X
Brace
Diags X
Y
K
Brace
Diags X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T15 40.000-33.300
Yes Yes 1 1 1
1 1
1 1
1 1
0.5 0.5
1 1
1 1
T16 33.300-20.000
Yes Yes 1 1 1
1 1
1 1
1 1
0.5 0.5
1 1
1 1
T17
20.000-13.300
Yes Yes 1 1
1
1
1
1
1
1
1
0.5
0.5
1
1
1
1 T18
13.300-0.000
Yes Yes 1 1
1
1
1
1
1
1
1
0.5
0.5
1
1
1
1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to
the overall length.
Tower Section Geometry (cont’d)
Tower
Elevation ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net
Width Deduct
in
U
Net
Width Deduct
in
U
Net
Width Deduct
in
U
Net
Width Deduct
in
U
T1 300.000-280.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T2 280.000-260.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T3
260.000-240.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T4
240.000-220.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T5
220.000-200.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T6 200.000-180.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T7 180.000-160.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T8
160.000-140.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T9
140.000-120.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T10
120.000-100.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T11 100.000-80.00
0
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
8 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Elevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net Width Deduct
in
U
Net Width Deduct
in
U
Net Width Deduct
in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
T12
80.000-60.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T13
60.000-53.300
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T14 53.300-40.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T15 40.000-33.300
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T16
33.300-20.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T17
20.000-13.300
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T18 13.300-0.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
ft
Face
Offset
in
Lateral
Offset
(Frac FW)
# #
Per
Row
Clear
Spacing
in
Width or
Diameter
in
Perimeter
in
Weight
klf
1 5/8'' coax
(ATT)
B No Ar (CaAa) 300.000 - 8.000 0.0000 0.1 12 6 0.5000 1.9800 0.001
7/8'' DC Cable (ATT)
B No Ar (CaAa) 300.000 - 8.000 0.0000 -0.05 4 2 0.5000 0.8700 0.001
1/2'' FIBER CABLE
(ATT)
B No Ar (CaAa) 300.000 - 8.000 0.0000 -0.1 1 1 0.2760 0.2760 0.000
3/8'' RET Cable
(ATT)
B No Ar (CaAa) 300.000 - 8.000 0.0000 -0.12 1 1 0.3750 0.3750 0.000
***
1 5/8'' coax
(ATT)
B No Ar (CaAa) 292.000 - 8.000 0.0000 0.15 2 2 0.5000 1.9800 0.001
***
1 5/8'' coax A No Ar (CaAa) 280.000 - 8.000 0.0000 0 6 3 0.5000 1.9800 0.001 3/4'' FIBER
CABLE
A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.05 1 1 0.5000 0.7500 0.000
1 1/4'' Coax A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.08 2 2 0.5000 1.5500 0.001 3/8'' RET
Cable
A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.1 1 1 0.3750 0.3750 0.000
*GRY*
*Reserve*
*BBE* *Reserve*
Feed Line/Linear Appurtenances Section Areas
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
9 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Tower Elevation
ft
Face AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
K
T1 300.000-280.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
0.000 60.534
0.000
0.000 0.000
0.000
0.000 0.319
0.000 T2 280.000-260.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
32.210
63.702
0.000
0.000
0.000
0.000
0.156
0.336
0.000 T3 260.000-240.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
32.210
63.702
0.000
0.000
0.000
0.000
0.156
0.336
0.000
T4 240.000-220.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
32.210
63.702 0.000
0.000
0.000 0.000
0.156
0.336 0.000
T5 220.000-200.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
32.210 63.702
0.000
0.000 0.000
0.000
0.156 0.336
0.000
T6 200.000-180.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
32.210 63.702
0.000
0.000 0.000
0.000
0.156 0.336
0.000 T7 180.000-160.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
32.210
63.702
0.000
0.000
0.000
0.000
0.156
0.336
0.000 T8 160.000-140.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
32.210
63.702 0.000
0.000
0.000 0.000
0.156
0.336 0.000
T9 140.000-120.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
32.210
63.702
0.000
0.000
0.000
0.000
0.156
0.336
0.000
T10 120.000-100.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
32.210 63.702
0.000
0.000 0.000
0.000
0.156 0.336
0.000
T11 100.000-80.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
32.210 63.702
0.000
0.000 0.000
0.000
0.156 0.336
0.000 T12 80.000-60.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
32.210
63.702
0.000
0.000
0.000
0.000
0.156
0.336
0.000 T13 60.000-53.300 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
10.790
21.340 0.000
0.000
0.000 0.000
0.052
0.113 0.000
T14 53.300-40.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
21.420
42.362 0.000
0.000
0.000 0.000
0.104
0.223 0.000
T15 40.000-33.300 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
10.790 21.340
0.000
0.000 0.000
0.000
0.052 0.113
0.000
T16 33.300-20.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
21.420 42.362
0.000
0.000 0.000
0.000
0.104 0.223
0.000 T17 20.000-13.300 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
10.790
21.340
0.000
0.000
0.000
0.000
0.052
0.113
0.000 T18 13.300-0.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
8.536
16.881 0.000
0.000
0.000 0.000
0.041
0.089 0.000
Feed Line/Linear Appurtenances Section Areas - With Ice
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
10 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Tower Elevation
ft
Face or
Leg
Ice Thickness
in
AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
K
T1 300.000-280.000 A B
C
0.621 0.000 0.000
0.000
0.000 0.000
0.000
0.000 69.990
0.000
0.000 0.000
0.000
0.000 0.851
0.000 T2 280.000-260.000 A
B
C
0.617 0.000
0.000
0.000
0.000
0.000
0.000
46.035
76.415
0.000
0.000
0.000
0.000
0.455
0.896
0.000 T3 260.000-240.000 A
B
C
0.612 0.000
0.000
0.000
0.000
0.000
0.000
45.932
76.281
0.000
0.000
0.000
0.000
0.454
0.894
0.000
T4 240.000-220.000 A
B C
0.607 0.000
0.000 0.000
0.000
0.000 0.000
45.821
76.137 0.000
0.000
0.000 0.000
0.452
0.891 0.000
T5 220.000-200.000 A B
C
0.602 0.000 0.000
0.000
0.000 0.000
0.000
45.702 75.982
0.000
0.000 0.000
0.000
0.450 0.887
0.000
T6 200.000-180.000 A B
C
0.596 0.000 0.000
0.000
0.000 0.000
0.000
45.571 75.812
0.000
0.000 0.000
0.000
0.447 0.884
0.000 T7 180.000-160.000 A
B
C
0.589 0.000
0.000
0.000
0.000
0.000
0.000
45.428
75.626
0.000
0.000
0.000
0.000
0.445
0.880
0.000 T8 160.000-140.000 A
B C
0.582 0.000
0.000 0.000
0.000
0.000 0.000
45.268
75.419 0.000
0.000
0.000 0.000
0.442
0.876 0.000
T9 140.000-120.000 A
B
C
0.573 0.000
0.000
0.000
0.000
0.000
0.000
45.088
75.185
0.000
0.000
0.000
0.000
0.439
0.871
0.000
T10 120.000-100.000 A B
C
0.564 0.000 0.000
0.000
0.000 0.000
0.000
44.881 74.916
0.000
0.000 0.000
0.000
0.435 0.865
0.000
T11 100.000-80.000 A B
C
0.553 0.000 0.000
0.000
0.000 0.000
0.000
44.637 74.600
0.000
0.000 0.000
0.000
0.431 0.859
0.000 T12 80.000-60.000 A
B
C
0.539 0.000
0.000
0.000
0.000
0.000
0.000
44.339
74.212
0.000
0.000
0.000
0.000
0.426
0.851
0.000 T13 60.000-53.300 A
B C
0.528 0.000
0.000 0.000
0.000
0.000 0.000
14.771
24.754 0.000
0.000
0.000 0.000
0.141
0.283 0.000
T14 53.300-40.000 A
B C
0.518 0.000
0.000 0.000
0.000
0.000 0.000
29.175
48.948 0.000
0.000
0.000 0.000
0.278
0.557 0.000
T15 40.000-33.300 A B
C
0.505 0.000 0.000
0.000
0.000 0.000
0.000
14.607 24.541
0.000
0.000 0.000
0.000
0.139 0.278
0.000
T16 33.300-20.000 A B
C
0.489 0.000 0.000
0.000
0.000 0.000
0.000
28.767 48.419
0.000
0.000 0.000
0.000
0.272 0.547
0.000 T17 20.000-13.300 A
B
C
0.467 0.000
0.000
0.000
0.000
0.000
0.000
14.328
24.179
0.000
0.000
0.000
0.000
0.134
0.271
0.000 T18 13.300-0.000 A
B C
0.426 0.000
0.000 0.000
0.000
0.000 0.000
11.098
18.820 0.000
0.000
0.000 0.000
0.102
0.209 0.000
Feed Line Center of Pressure
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
11 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section Elevation
ft
CPX
in
CPZ
in
CPX
Ice
in
CPZ
Ice
in
T1 300.000-280.000 3.1282 -0.9139 2.0440 -0.7162 T2 280.000-260.000 1.4840 -1.3835 0.8749 -0.9672
T3 260.000-240.000 1.8291 -1.6818 1.0870 -1.1910 T4 240.000-220.000 2.1251 -1.9372 1.2901 -1.4043
T5 220.000-200.000 2.3976 -2.1726 1.4684 -1.5897
T6 200.000-180.000 2.4790 -2.2367 1.5570 -1.6775 T7 180.000-160.000 2.8499 -2.5630 1.8099 -1.9410
T8 160.000-140.000 3.1404 -2.8170 1.9996 -2.1346
T9 140.000-120.000 3.1402 -2.8111 2.0453 -2.1730
T10 120.000-100.000 3.3852 -3.0252 2.2133 -2.3393
T11 100.000-80.000 3.6188 -3.2294 2.3769 -2.4976 T12 80.000-60.000 3.4512 -3.0760 2.3302 -2.4316
T13 60.000-53.300 3.8439 -3.4236 2.6045 -2.7028 T14 53.300-40.000 3.7808 -3.3658 2.5306 -2.6131
T15 40.000-33.300 4.0563 -3.6094 2.7747 -2.8481
T16 33.300-20.000 3.9790 -3.5391 2.6955 -2.7459 T17 20.000-13.300 4.1439 -3.6843 2.8947 -2.9175
T18 13.300-0.000 2.0279 -1.8026 1.4623 -1.4455
Shielding Factor Ka
Tower
Section
Feed Line
Record No.
Description Feed Line
Segment Elev.
Ka
No Ice
Ka
Ice
T1 1 1 5/8" coax 280.00 -
300.00
0.6000 0.6000
T1 2 7/8" DC Cable 280.00 - 300.00
0.6000 0.6000
T1 3 1/2" FIBER CABLE 280.00 -
300.00
0.6000 0.6000
T1 4 3/8" RET Cable 280.00 -
300.00
0.6000 0.6000
T1 6 1 5/8" coax 280.00 -
292.00
0.6000 0.6000
T2 1 1 5/8" coax 260.00 - 280.00
0.6000 0.6000
T2 2 7/8" DC Cable 260.00 - 280.00
0.6000 0.6000
T2 3 1/2" FIBER CABLE 260.00 -
280.00
0.6000 0.6000
T2 4 3/8" RET Cable 260.00 -
280.00
0.6000 0.6000
T2 6 1 5/8" coax 260.00 -
280.00
0.6000 0.6000
T2 8 1 5/8" coax 260.00 - 280.00
0.6000 0.6000
T2 9 3/4" FIBER CABLE 260.00 - 280.00
0.6000 0.6000
T2 10 1 1/4" Coax 260.00 -
280.00
0.6000 0.6000
T2 11 3/8" RET Cable 260.00 -
280.00
0.6000 0.6000
T3 1 1 5/8" coax 240.00 -
260.00
0.6000 0.6000
T3 2 7/8" DC Cable 240.00 - 260.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
12 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T3 3 1/2" FIBER CABLE 240.00 -
260.00
0.6000 0.6000
T3 4 3/8" RET Cable 240.00 -
260.00
0.6000 0.6000
T3 6 1 5/8" coax 240.00 -
260.00
0.6000 0.6000
T3 8 1 5/8" coax 240.00 - 260.00
0.6000 0.6000
T3 9 3/4" FIBER CABLE 240.00 -
260.00
0.6000 0.6000
T3 10 1 1/4" Coax 240.00 -
260.00
0.6000 0.6000
T3 11 3/8" RET Cable 240.00 -
260.00
0.6000 0.6000
T4 1 1 5/8" coax 220.00 -
240.00
0.6000 0.6000
T4 2 7/8" DC Cable 220.00 - 240.00
0.6000 0.6000
T4 3 1/2" FIBER CABLE 220.00 - 240.00
0.6000 0.6000
T4 4 3/8" RET Cable 220.00 -
240.00
0.6000 0.6000
T4 6 1 5/8" coax 220.00 -
240.00
0.6000 0.6000
T4 8 1 5/8" coax 220.00 -
240.00
0.6000 0.6000
T4 9 3/4" FIBER CABLE 220.00 -
240.00
0.6000 0.6000
T4 10 1 1/4" Coax 220.00 - 240.00
0.6000 0.6000
T4 11 3/8" RET Cable 220.00 -
240.00
0.6000 0.6000
T5 1 1 5/8" coax 200.00 -
220.00
0.6000 0.6000
T5 2 7/8" DC Cable 200.00 -
220.00
0.6000 0.6000
T5 3 1/2" FIBER CABLE 200.00 - 220.00
0.6000 0.6000
T5 4 3/8" RET Cable 200.00 - 220.00
0.6000 0.6000
T5 6 1 5/8" coax 200.00 -
220.00
0.6000 0.6000
T5 8 1 5/8" coax 200.00 -
220.00
0.6000 0.6000
T5 9 3/4" FIBER CABLE 200.00 -
220.00
0.6000 0.6000
T5 10 1 1/4" Coax 200.00 - 220.00
0.6000 0.6000
T5 11 3/8" RET Cable 200.00 - 220.00
0.6000 0.6000
T6 1 1 5/8" coax 180.00 -
200.00
0.6000 0.6000
T6 2 7/8" DC Cable 180.00 -
200.00
0.6000 0.6000
T6 3 1/2" FIBER CABLE 180.00 -
200.00
0.6000 0.6000
T6 4 3/8" RET Cable 180.00 - 200.00
0.6000 0.6000
T6 6 1 5/8" coax 180.00 -
200.00
0.6000 0.6000
T6 8 1 5/8" coax 180.00 -
200.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
13 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T6 9 3/4" FIBER CABLE 180.00 -
200.00
0.6000 0.6000
T6 10 1 1/4" Coax 180.00 -
200.00
0.6000 0.6000
T6 11 3/8" RET Cable 180.00 -
200.00
0.6000 0.6000
T7 1 1 5/8" coax 160.00 - 180.00
0.6000 0.6000
T7 2 7/8" DC Cable 160.00 -
180.00
0.6000 0.6000
T7 3 1/2" FIBER CABLE 160.00 -
180.00
0.6000 0.6000
T7 4 3/8" RET Cable 160.00 -
180.00
0.6000 0.6000
T7 6 1 5/8" coax 160.00 -
180.00
0.6000 0.6000
T7 8 1 5/8" coax 160.00 - 180.00
0.6000 0.6000
T7 9 3/4" FIBER CABLE 160.00 - 180.00
0.6000 0.6000
T7 10 1 1/4" Coax 160.00 -
180.00
0.6000 0.6000
T7 11 3/8" RET Cable 160.00 -
180.00
0.6000 0.6000
T8 1 1 5/8" coax 140.00 -
160.00
0.6000 0.6000
T8 2 7/8" DC Cable 140.00 -
160.00
0.6000 0.6000
T8 3 1/2" FIBER CABLE 140.00 - 160.00
0.6000 0.6000
T8 4 3/8" RET Cable 140.00 -
160.00
0.6000 0.6000
T8 6 1 5/8" coax 140.00 -
160.00
0.6000 0.6000
T8 8 1 5/8" coax 140.00 -
160.00
0.6000 0.6000
T8 9 3/4" FIBER CABLE 140.00 - 160.00
0.6000 0.6000
T8 10 1 1/4" Coax 140.00 - 160.00
0.6000 0.6000
T8 11 3/8" RET Cable 140.00 -
160.00
0.6000 0.6000
T9 1 1 5/8" coax 120.00 -
140.00
0.6000 0.6000
T9 2 7/8" DC Cable 120.00 -
140.00
0.6000 0.6000
T9 3 1/2" FIBER CABLE 120.00 - 140.00
0.6000 0.6000
T9 4 3/8" RET Cable 120.00 - 140.00
0.6000 0.6000
T9 6 1 5/8" coax 120.00 -
140.00
0.6000 0.6000
T9 8 1 5/8" coax 120.00 -
140.00
0.6000 0.6000
T9 9 3/4" FIBER CABLE 120.00 -
140.00
0.6000 0.6000
T9 10 1 1/4" Coax 120.00 - 140.00
0.6000 0.6000
T9 11 3/8" RET Cable 120.00 -
140.00
0.6000 0.6000
T10 1 1 5/8" coax 100.00 -
120.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
14 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T10 2 7/8" DC Cable 100.00 -
120.00
0.6000 0.6000
T10 3 1/2" FIBER CABLE 100.00 -
120.00
0.6000 0.6000
T10 4 3/8" RET Cable 100.00 -
120.00
0.6000 0.6000
T10 6 1 5/8" coax 100.00 - 120.00
0.6000 0.6000
T10 8 1 5/8" coax 100.00 -
120.00
0.6000 0.6000
T10 9 3/4" FIBER CABLE 100.00 -
120.00
0.6000 0.6000
T10 10 1 1/4" Coax 100.00 -
120.00
0.6000 0.6000
T10 11 3/8" RET Cable 100.00 -
120.00
0.6000 0.6000
T11 1 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T11 2 7/8" DC Cable 80.00 - 100.00 0.6000 0.6000
T11 3 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 T11 4 3/8" RET Cable 80.00 - 100.00 0.6000 0.6000
T11 6 1 5/8" coax 80.00 - 100.00 0.6000 0.6000
T11 8 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T11 9 3/4" FIBER CABLE 80.00 - 100.00 0.6000 0.6000
T11 10 1 1/4" Coax 80.00 - 100.00 0.6000 0.6000 T11 11 3/8" RET Cable 80.00 - 100.00 0.6000 0.6000
T12 1 1 5/8" coax 60.00 - 80.00 0.6000 0.6000
T12 2 7/8" DC Cable 60.00 - 80.00 0.6000 0.6000
T12 3 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000
T12 4 3/8" RET Cable 60.00 - 80.00 0.6000 0.6000 T12 6 1 5/8" coax 60.00 - 80.00 0.6000 0.6000
T12 8 1 5/8" coax 60.00 - 80.00 0.6000 0.6000
T12 9 3/4" FIBER CABLE 60.00 - 80.00 0.6000 0.6000 T12 10 1 1/4" Coax 60.00 - 80.00 0.6000 0.6000
T12 11 3/8" RET Cable 60.00 - 80.00 0.6000 0.6000 T13 1 1 5/8" coax 53.30 - 60.00 0.6000 0.6000
T13 2 7/8" DC Cable 53.30 - 60.00 0.6000 0.6000
T13 3 1/2" FIBER CABLE 53.30 - 60.00 0.6000 0.6000 T13 4 3/8" RET Cable 53.30 - 60.00 0.6000 0.6000
T13 6 1 5/8" coax 53.30 - 60.00 0.6000 0.6000 T13 8 1 5/8" coax 53.30 - 60.00 0.6000 0.6000
T13 9 3/4" FIBER CABLE 53.30 - 60.00 0.6000 0.6000
T13 10 1 1/4" Coax 53.30 - 60.00 0.6000 0.6000 T13 11 3/8" RET Cable 53.30 - 60.00 0.6000 0.6000
T14 1 1 5/8" coax 40.00 - 53.30 0.6000 0.6000 T14 2 7/8" DC Cable 40.00 - 53.30 0.6000 0.6000
T14 3 1/2" FIBER CABLE 40.00 - 53.30 0.6000 0.6000
T14 4 3/8" RET Cable 40.00 - 53.30 0.6000 0.6000 T14 6 1 5/8" coax 40.00 - 53.30 0.6000 0.6000
T14 8 1 5/8" coax 40.00 - 53.30 0.6000 0.6000 T14 9 3/4" FIBER CABLE 40.00 - 53.30 0.6000 0.6000
T14 10 1 1/4" Coax 40.00 - 53.30 0.6000 0.6000
T14 11 3/8" RET Cable 40.00 - 53.30 0.6000 0.6000 T15 1 1 5/8" coax 33.30 - 40.00 0.6000 0.6000
T15 2 7/8" DC Cable 33.30 - 40.00 0.6000 0.6000 T15 3 1/2" FIBER CABLE 33.30 - 40.00 0.6000 0.6000
T15 4 3/8" RET Cable 33.30 - 40.00 0.6000 0.6000
T15 6 1 5/8" coax 33.30 - 40.00 0.6000 0.6000 T15 8 1 5/8" coax 33.30 - 40.00 0.6000 0.6000
T15 9 3/4" FIBER CABLE 33.30 - 40.00 0.6000 0.6000
T15 10 1 1/4" Coax 33.30 - 40.00 0.6000 0.6000 T15 11 3/8" RET Cable 33.30 - 40.00 0.6000 0.6000
T16 1 1 5/8" coax 20.00 - 33.30 0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
15 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T16 2 7/8" DC Cable 20.00 - 33.30 0.6000 0.6000
T16 3 1/2" FIBER CABLE 20.00 - 33.30 0.6000 0.6000 T16 4 3/8" RET Cable 20.00 - 33.30 0.6000 0.6000
T16 6 1 5/8" coax 20.00 - 33.30 0.6000 0.6000 T16 8 1 5/8" coax 20.00 - 33.30 0.6000 0.6000
T16 9 3/4" FIBER CABLE 20.00 - 33.30 0.6000 0.6000
T16 10 1 1/4" Coax 20.00 - 33.30 0.6000 0.6000 T16 11 3/8" RET Cable 20.00 - 33.30 0.6000 0.6000
T17 1 1 5/8" coax 13.30 - 20.00 0.6000 0.6000
T17 2 7/8" DC Cable 13.30 - 20.00 0.6000 0.6000
T17 3 1/2" FIBER CABLE 13.30 - 20.00 0.6000 0.6000
T17 4 3/8" RET Cable 13.30 - 20.00 0.6000 0.6000 T17 6 1 5/8" coax 13.30 - 20.00 0.6000 0.6000
T17 8 1 5/8" coax 13.30 - 20.00 0.6000 0.6000 T17 9 3/4" FIBER CABLE 13.30 - 20.00 0.6000 0.6000
T17 10 1 1/4" Coax 13.30 - 20.00 0.6000 0.6000
T17 11 3/8" RET Cable 13.30 - 20.00 0.6000 0.6000 T18 1 1 5/8" coax 8.00 - 13.30 0.6000 0.6000
T18 2 7/8" DC Cable 8.00 - 13.30 0.6000 0.6000 T18 3 1/2" FIBER CABLE 8.00 - 13.30 0.6000 0.6000
T18 4 3/8" RET Cable 8.00 - 13.30 0.6000 0.6000
T18 6 1 5/8" coax 8.00 - 13.30 0.6000 0.6000 T18 8 1 5/8" coax 8.00 - 13.30 0.6000 0.6000
T18 9 3/4" FIBER CABLE 8.00 - 13.30 0.6000 0.6000 T18 10 1 1/4" Coax 8.00 - 13.30 0.6000 0.6000
T18 11 3/8" RET Cable 8.00 - 13.30 0.6000 0.6000
Discrete Tower Loads
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral
Vert ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
4' Lightning Rod C From Face 0.000
0.000
2.000
0.0000 300.000 No Ice
1/2'' Ice
0.590
0.610
0.590
0.610
0.008
0.010
Beacon (.035k 2.250CAAA) C From Leg 0.000
0.000 0.500
0.0000 300.000 No Ice
1/2'' Ice
2.250
2.500
2.250
2.500
0.035
0.450
***
Andrew UMWD-06516-2DH w/ Mount Pipe
(ATT)
A From Leg 4.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
3.807 4.203
3.386 4.211
0.042 0.079
Andrew UMWD-06516-2DH
w/ Mount Pipe
(ATT)
B From Leg 4.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
3.807
4.203
3.386
4.211
0.042
0.079
Andrew UMWD-06516-2DH
w/ Mount Pipe (ATT)
C From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.807
4.203
3.386
4.211
0.042
0.079
742-215 w/ Mount Pipe
(ATT)
A From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.411
3.811
3.052
3.729
0.033
0.065
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
16 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
742-215 w/ Mount Pipe
(ATT)
B From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.411
3.811
3.052
3.729
0.033
0.065
742-215 w/ Mount Pipe
(ATT)
C From Leg 4.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
3.411
3.811
3.052
3.729
0.033
0.065
SBNHH-1D65C w/ Mount Pipe
(ATT)
A From Leg 4.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
11.588 12.306
9.793 11.311
0.099 0.188
SBNHH-1D65C w/ Mount
Pipe
(ATT)
B From Leg 4.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
11.588
12.306
9.793
11.311
0.099
0.188
SBNHH-1D65C w/ Mount
Pipe (ATT)
C From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
11.588
12.306
9.793
11.311
0.099
0.188
RRUS 11
(ATT)
A From Leg 3.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
2.784
2.992
1.187
1.334
0.051
0.071
RRUS 11 (ATT)
B From Leg 3.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
2.784 2.992
1.187 1.334
0.051 0.071
RRUS 11
(ATT)
C From Leg 3.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
2.784
2.992
1.187
1.334
0.051
0.071
DC6-48-60-18-8F
(ATT)
A From Leg 3.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
2.200
2.398
2.200
2.398
0.019
0.041
DC6-48-60-18-8F
(ATT)
B From Leg 3.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
2.200
2.398
2.200
2.398
0.019
0.041
Kenwood T1671KT12
(ATT)
A From Leg 0.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
15.000
24.000
15.000
24.000
0.663
1.325
Kenwood T1671KT12 (ATT)
B From Leg 0.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
15.000 24.000
15.000 24.000
0.663 1.325
Kenwood T1671KT12 (ATT)
C From Leg 0.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
15.000 24.000
15.000 24.000
0.663 1.325
***
Andrew UMWD-06516-2DH
w/ Mount Pipe (ATT)
C From Leg 4.000
0.000 0.000
0.0000 292.000 No Ice
1/2'' Ice
3.807
4.203
3.389
4.211
0.042
0.079
Kenwood T1671KT12 (ATT)
C From Leg 0.000 0.000
0.000
0.0000 292.000 No Ice 1/2'' Ice
15.000 24.000
15.000 24.000
0.663 1.325
*** 741 989 w/Mount Pipe A From Leg 4.000
0.000 0.000
0.0000 280.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
741 989 w/Mount Pipe B From Leg 4.000
0.000 0.000
0.0000 280.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
741 989 w/Mount Pipe C From Leg 4.000
0.000 0.000
0.0000 280.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
Kathrein 800 10309V01 w/ A From Leg 4.000 0.0000 280.000 No Ice 7.786 5.408 0.055
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
17 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
Mount Pipe 0.000
0.000
1/2'' Ice 8.348 6.595 0.113
Kathrein 800 10309V01 w/
Mount Pipe
B From Leg 4.000
0.000
0.000
0.0000 280.000 No Ice
1/2'' Ice
7.786
8.348
5.408
6.595
0.055
0.113
Kathrein 800 10309V01 w/
Mount Pipe
C From Leg 4.000
0.000 0.000
0.0000 280.000 No Ice
1/2'' Ice
7.786
8.348
5.408
6.595
0.055
0.113
RRUS 11 A From Leg 3.000 0.000
0.000
0.0000 280.000 No Ice 1/2'' Ice
2.784 2.992
1.187 1.334
0.051 0.071
RRUS 11 B From Leg 3.000 0.000
0.000
0.0000 280.000 No Ice 1/2'' Ice
2.784 2.992
1.187 1.334
0.051 0.071
RRUS 11 C From Leg 3.000
0.000
0.000
0.0000 280.000 No Ice
1/2'' Ice
2.784
2.992
1.187
1.334
0.051
0.071
DC6-48-60-18-8F A From Leg 3.000
0.000 0.000
0.0000 280.000 No Ice
1/2'' Ice
2.200
2.398
2.200
2.398
0.019
0.041
SM 407-3 C From Leg 0.000
0.000
0.000
0.0000 280.000 No Ice
1/2'' Ice
20.490
30.390
20.490
30.390
0.956
1.376
Force Totals
Load Case
Vertical Forces
K
Sum of Forces
X K
Sum of Forces
Z K
Sum of Overturning
Moments, Mx
kip-ft
Sum of Overturning
Moments, Mz
kip-ft
Sum of Torques
kip-ft
Leg Weight 37.701
Bracing Weight 31.849 Total Member Self-Weight 69.550 -9.442 -11.246
Total Weight 81.435 -9.442 -11.246
Wind 0 deg - No Ice 0.008 -82.253 -12126.813 -13.671 14.045
Wind 30 deg - No Ice 40.055 -69.361 -10422.174 -6025.840 4.846
Wind 60 deg - No Ice 70.233 -40.549 -6143.506 -10635.756 -5.065 Wind 90 deg - No Ice 82.267 -0.008 -11.867 -12373.102 -14.005
Wind 120 deg - No Ice 72.773 42.006 6184.638 -10744.557 -19.794
Wind 150 deg - No Ice 37.489 64.932 9649.851 -5588.041 -16.839 Wind 180 deg - No Ice -0.008 74.316 11132.686 -8.821 -12.008
Wind 210 deg - No Ice -40.055 69.361 10403.290 6003.348 -4.846 Wind 240 deg - No Ice -77.107 44.517 6612.244 11457.850 5.590
Wind 270 deg - No Ice -82.267 0.008 -7.017 12350.610 14.005
Wind 300 deg - No Ice -65.899 -38.037 -5715.900 9877.479 17.232 Wind 330 deg - No Ice -37.489 -64.932 -9668.734 5565.549 16.839
Member Ice 22.463 Total Weight Ice 121.069 -26.466 -27.810
Wind 0 deg - Ice -0.000 -6.153 -958.254 -27.785 0.460
Wind 30 deg - Ice 3.037 -5.261 -835.118 -494.657 0.043 Wind 60 deg - Ice 5.340 -3.083 -503.046 -853.270 -0.373
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
18 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Load Case
Vertical Forces
K
Sum of Forces
X K
Sum of Forces
Z K
Sum of Overturning
Moments, Mx
kip-ft
Sum of Overturning
Moments, Mz
kip-ft
Sum of Torques
kip-ft
Wind 90 deg - Ice 6.227 0.000 -26.441 -985.175 -0.706
Wind 120 deg - Ice 5.460 3.153 451.264 -855.213 -0.869 Wind 150 deg - Ice 2.888 5.002 738.163 -469.269 -0.662
Wind 180 deg - Ice 0.000 5.715 852.246 -27.835 -0.386
Wind 210 deg - Ice -3.037 5.261 782.186 439.037 -0.043 Wind 240 deg - Ice -5.719 3.302 476.652 843.616 0.401
Wind 270 deg - Ice -6.227 -0.000 -26.491 929.555 0.706
Wind 300 deg - Ice -5.082 -2.934 -477.658 753.628 0.767
Wind 330 deg - Ice -2.888 -5.002 -791.095 413.649 0.662
Total Weight 81.435 -9.442 -11.246 Wind 0 deg - Service 0.002 -18.951 -2789.467 3.730 3.236
Wind 30 deg - Service 9.229 -15.981 -2396.718 -1381.474 1.117 Wind 60 deg - Service 16.182 -9.342 -1410.913 -2443.598 -1.167
Wind 90 deg - Service 18.954 -0.002 1.817 -2843.883 -3.227
Wind 120 deg - Service 16.767 9.678 1429.492 -2468.666 -4.561 Wind 150 deg - Service 8.637 14.960 2227.877 -1280.605 -3.880
Wind 180 deg - Service -0.002 17.123 2569.522 4.847 -2.767 Wind 210 deg - Service -9.229 15.981 2401.469 1390.051 -1.117
Wind 240 deg - Service -17.765 10.257 1528.012 2646.768 1.288
Wind 270 deg - Service -18.954 0.002 2.934 2852.460 3.227 Wind 300 deg - Service -15.183 -8.764 -1312.392 2282.651 3.970
Wind 330 deg - Service -8.637 -14.960 -2223.125 1289.182 3.880
Load Combinations
Comb.
No.
Description
1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice
3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice
5 0.9 Dead+1.6 Wind 30 deg - No Ice
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
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
19 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Comb. No.
Description
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 Reactions
Location Condition Gov. Load
Comb.
Vertical K
Horizontal, X K
Horizontal, Z K
Leg C Max. Vert 18 774.032 74.536 -43.214 Max. Hx 18 774.032 74.536 -43.214
Max. Hz 7 -662.930 -64.550 37.433 Min. Vert 7 -662.930 -64.550 37.433
Min. Hx 7 -662.930 -64.550 37.433
Min. Hz 18 774.032 74.536 -43.214 Leg B Max. Vert 10 774.615 -74.335 -43.560
Max. Hx 23 -662.081 64.358 37.714 Max. Hz 23 -662.081 64.358 37.714
Min. Vert 23 -662.081 64.358 37.714
Min. Hx 10 774.615 -74.335 -43.560 Min. Hz 10 774.615 -74.335 -43.560
Leg A Max. Vert 2 774.802 0.396 86.159 Max. Hx 21 24.592 10.688 2.030
Max. Hz 2 774.802 0.396 86.159
Min. Vert 15 -661.941 -0.335 -74.590
Min. Hx 9 24.864 -10.676 2.048
Min. Hz 15 -661.941 -0.335 -74.590
Tower Mast Reaction Summary
Load
Combination
Vertical
K
Shearx
K
Shearz
K
Overturning
Moment, Mx kip-ft
Overturning
Moment, Mz kip-ft
Torque
kip-ft
Dead Only 81.435 0.000 -0.000 -9.444 -11.251 -0.000
1.2 Dead+1.6 Wind 0 deg - No Ice
97.722 0.013 -142.430 -21212.005 -17.534 22.490
0.9 Dead+1.6 Wind 0 deg - No 73.291 0.013 -142.427 -21188.718 -14.148 22.490
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
20 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Load Combination
Vertical
K
Shearx
K
Shearz
K
Overturning Moment, Mx
kip-ft
Overturning Moment, Mz
kip-ft
Torque
kip-ft
Ice 1.2 Dead+1.6 Wind 30 deg - No
Ice
97.722 65.824 -113.983 -17154.815 -9915.765 7.782
0.9 Dead+1.6 Wind 30 deg - No
Ice
73.291 65.822 -113.981 -17135.340 -9902.709 7.784
1.2 Dead+1.6 Wind 60 deg - No Ice
97.722 112.370 -64.877 -9836.018 -17030.185 -8.124
0.9 Dead+1.6 Wind 60 deg - No
Ice
73.292 112.371 -64.877 -9824.044 -17010.988 -8.118
1.2 Dead+1.6 Wind 90 deg - No
Ice
97.722 131.624 -0.013 -15.288 -19811.312 -22.476
0.9 Dead+1.6 Wind 90 deg - No
Ice
73.291 131.621 -0.013 -12.382 -19788.689 -22.468
1.2 Dead+1.6 Wind 120 deg -
No Ice
97.722 123.355 71.203 10585.412 -18375.871 -31.717
0.9 Dead+1.6 Wind 120 deg - No Ice
73.291 123.352 71.202 10578.037 -18354.781 -31.711
1.2 Dead+1.6 Wind 150 deg - No Ice
97.722 65.801 113.970 17128.204 -9909.059 -26.932
0.9 Dead+1.6 Wind 150 deg -
No Ice
73.291 65.799 113.967 17114.355 -9896.110 -26.928
1.2 Dead+1.6 Wind 180 deg -
No Ice
97.719 -0.027 129.671 19630.783 -9.612 -18.973
0.9 Dead+1.6 Wind 180 deg -
No Ice
73.292 -0.013 129.732 19615.706 -6.328 -19.218
1.2 Dead+1.6 Wind 210 deg -
No Ice
97.722 -65.824 113.983 17132.096 9888.783 -7.783
0.9 Dead+1.6 Wind 210 deg - No Ice
73.291 -65.823 113.981 17118.241 9882.589 -7.784
1.2 Dead+1.6 Wind 240 deg -
No Ice
97.722 -123.368 71.226 10592.268 18352.671 8.970
0.9 Dead+1.6 Wind 240 deg -
No Ice
73.291 -123.365 71.225 10584.885 18338.339 8.964
1.2 Dead+1.6 Wind 270 deg -
No Ice
97.722 -131.624 0.013 -7.501 19784.297 22.477
0.9 Dead+1.6 Wind 270 deg - No Ice
73.291 -131.621 0.014 -4.602 19768.431 22.468
1.2 Dead+1.6 Wind 300 deg - No Ice
97.722 -112.357 -64.854 -9829.044 16998.956 27.606
0.9 Dead+1.6 Wind 300 deg -
No Ice
73.292 -112.357 -64.854 -9817.390 16986.801 27.592
1.2 Dead+1.6 Wind 330 deg -
No Ice
97.720 -65.801 -113.968 -17150.915 9882.033 26.898
0.9 Dead+1.6 Wind 330 deg -
No Ice
73.291 -65.799 -113.968 -17131.450 9875.715 26.927
1.2 Dead+1.0 Ice+1.0 Temp 137.356 0.000 -0.000 -28.364 -30.082 -0.000 1.2 Dead+1.0 Wind 0 deg+1.0
Ice+1.0 Temp
137.356 -0.000 -6.603 -1037.856 -30.061 0.463
1.2 Dead+1.0 Wind 30 deg+1.0
Ice+1.0 Temp
137.356 3.113 -5.392 -860.282 -510.299 0.042
1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp
137.356 5.340 -3.083 -506.611 -858.308 -0.376
1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp
137.356 6.226 0.000 -28.390 -990.593 -0.710
1.2 Dead+1.0 Wind 120
deg+1.0 Ice+1.0 Temp
137.356 5.719 3.302 476.296 -904.257 -0.875
1.2 Dead+1.0 Wind 150
deg+1.0 Ice+1.0 Temp
137.356 3.113 5.392 803.366 -510.377 -0.669
1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
137.356 0.000 6.166 927.949 -30.117 -0.388
1.2 Dead+1.0 Wind 210 137.356 -3.113 5.392 803.349 450.151 -0.040
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
21 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Load Combination
Vertical
K
Shearx
K
Shearz
K
Overturning Moment, Mx
kip-ft
Overturning Moment, Mz
kip-ft
Torque
kip-ft
deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240
deg+1.0 Ice+1.0 Temp
137.356 -5.718 3.302 476.250 844.056 0.405
1.2 Dead+1.0 Wind 270
deg+1.0 Ice+1.0 Temp
137.356 -6.226 -0.000 -28.430 930.378 0.709
1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp
137.356 -5.340 -3.083 -506.655 798.153 0.772
1.2 Dead+1.0 Wind 330
deg+1.0 Ice+1.0 Temp
137.356 -3.113 -5.392 -860.308 450.158 0.667
Dead+Wind 0 deg - Service 81.435 0.002 -20.510 -3060.713 -11.814 3.240
Dead+Wind 30 deg - Service 81.435 9.479 -16.414 -2476.756 -1436.328 1.115 Dead+Wind 60 deg - Service 81.435 16.181 -9.342 -1423.348 -2460.179 -1.173
Dead+Wind 90 deg - Service 81.435 18.954 -0.002 -9.963 -2860.531 -3.228 Dead+Wind 120 deg - Service 81.435 17.763 10.253 1515.684 -2654.003 -4.563
Dead+Wind 150 deg - Service 81.435 9.475 16.412 2457.211 -1435.453 -3.883
Dead+Wind 180 deg - Service 81.435 -0.002 18.681 2817.352 -10.700 -2.771 Dead+Wind 210 deg - Service 81.435 -9.479 16.414 2457.783 1413.918 -1.112
Dead+Wind 240 deg - Service 81.435 -17.765 10.257 1516.659 2632.051 1.294 Dead+Wind 270 deg - Service 81.435 -18.954 0.002 -8.839 2838.027 3.230
Dead+Wind 300 deg - Service 81.435 -16.179 -9.339 -1422.375 2437.112 3.972
Dead+Wind 330 deg - Service 81.435 -9.475 -16.412 -2476.176 1412.843 3.886
Solution Summary
Load Comb.
Sum of Applied Forces Sum of Reactions
% Error PX K
PY K
PZ K
PX K
PY K
PZ K
1 0.000 -81.435 0.000 -0.000 81.435 0.000 0.000%
2 0.013 -97.722 -142.433 -0.013 97.722 142.430 0.002% 3 0.013 -73.292 -142.433 -0.013 73.291 142.427 0.004%
4 65.825 -97.722 -113.986 -65.824 97.722 113.983 0.002%
5 65.825 -73.292 -113.986 -65.822 73.291 113.981 0.004% 6 112.373 -97.722 -64.878 -112.370 97.722 64.877 0.002%
7 112.373 -73.292 -64.878 -112.371 73.292 64.877 0.002% 8 131.627 -97.722 -0.013 -131.624 97.722 0.013 0.002%
9 131.627 -73.292 -0.013 -131.621 73.291 0.013 0.004%
10 123.357 -97.722 71.205 -123.355 97.722 -71.203 0.002% 11 123.357 -73.292 71.205 -123.352 73.291 -71.202 0.004%
12 65.802 -97.722 113.973 -65.801 97.722 -113.970 0.002% 13 65.802 -73.292 113.973 -65.799 73.291 -113.967 0.004%
14 -0.013 -97.722 129.734 0.027 97.719 -129.671 0.040%
15 -0.013 -73.292 129.734 0.013 73.292 -129.732 0.002%
16 -65.825 -97.722 113.986 65.824 97.722 -113.983 0.002%
17 -65.825 -73.292 113.986 65.823 73.291 -113.981 0.004% 18 -123.370 -97.722 71.228 123.368 97.722 -71.226 0.002%
19 -123.370 -73.292 71.228 123.365 73.291 -71.225 0.004%
20 -131.627 -97.722 0.013 131.624 97.722 -0.013 0.002% 21 -131.627 -73.292 0.013 131.621 73.291 -0.014 0.004%
22 -112.359 -97.722 -64.855 112.357 97.722 64.854 0.002% 23 -112.359 -73.292 -64.855 112.357 73.292 64.854 0.002%
24 -65.802 -97.722 -113.973 65.801 97.720 113.968 0.003%
25 -65.802 -73.292 -113.973 65.799 73.291 113.968 0.004% 26 0.000 -137.356 0.000 -0.000 137.356 0.000 0.000%
27 -0.000 -137.356 -6.604 0.000 137.356 6.603 0.000% 28 3.113 -137.356 -5.393 -3.113 137.356 5.392 0.000%
29 5.340 -137.356 -3.083 -5.340 137.356 3.083 0.000%
30 6.227 -137.356 0.000 -6.226 137.356 -0.000 0.000% 31 5.719 -137.356 3.302 -5.719 137.356 -3.302 0.000%
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
22 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Load
Comb.
Sum of Applied Forces Sum of Reactions % Error PX
K
PY
K
PZ
K
PX
K
PY
K
PZ
K
32 3.113 -137.356 5.393 -3.113 137.356 -5.392 0.000% 33 0.000 -137.356 6.166 -0.000 137.356 -6.166 0.000%
34 -3.113 -137.356 5.393 3.113 137.356 -5.392 0.000% 35 -5.719 -137.356 3.302 5.718 137.356 -3.302 0.000%
36 -6.227 -137.356 -0.000 6.226 137.356 0.000 0.000%
37 -5.340 -137.356 -3.083 5.340 137.356 3.083 0.000% 38 -3.113 -137.356 -5.393 3.113 137.356 5.392 0.000%
39 0.002 -81.435 -20.510 -0.002 81.435 20.510 0.000%
40 9.479 -81.435 -16.414 -9.479 81.435 16.414 0.000%
41 16.182 -81.435 -9.342 -16.181 81.435 9.342 0.000%
42 18.954 -81.435 -0.002 -18.954 81.435 0.002 0.000% 43 17.763 -81.435 10.254 -17.763 81.435 -10.253 0.000%
44 9.476 -81.435 16.412 -9.475 81.435 -16.412 0.000% 45 -0.002 -81.435 18.682 0.002 81.435 -18.681 0.000%
46 -9.479 -81.435 16.414 9.479 81.435 -16.414 0.000%
47 -17.765 -81.435 10.257 17.765 81.435 -10.257 0.000% 48 -18.954 -81.435 0.002 18.954 81.435 -0.002 0.000%
49 -16.180 -81.435 -9.339 16.179 81.435 9.339 0.000% 50 -9.476 -81.435 -16.412 9.475 81.435 16.412 0.000%
Non-Linear Convergence Results
Load Combination
Converged? Number of Cycles
Displacement Tolerance
Force Tolerance
1 Yes 6 0.00000001 0.00000601
2 Yes 11 0.00003172 0.00007661
3 Yes 10 0.00006128 0.00013503 4 Yes 11 0.00003348 0.00008101
5 Yes 10 0.00006574 0.00014517 6 Yes 11 0.00003502 0.00008482
7 Yes 11 0.00000001 0.00006393
8 Yes 11 0.00003348 0.00008101 9 Yes 10 0.00006574 0.00014518
10 Yes 11 0.00003172 0.00007661 11 Yes 10 0.00006128 0.00013503
12 Yes 11 0.00003350 0.00008109
13 Yes 10 0.00006575 0.00014524 14 Yes 11 0.00003454 0.00009097
15 Yes 11 0.00000001 0.00006402 16 Yes 11 0.00003350 0.00008113
17 Yes 10 0.00006576 0.00014533
18 Yes 11 0.00003172 0.00007667 19 Yes 10 0.00006126 0.00013509
20 Yes 11 0.00003350 0.00008113 21 Yes 10 0.00006576 0.00014533
22 Yes 11 0.00003506 0.00008498
23 Yes 11 0.00000001 0.00006401 24 Yes 11 0.00003379 0.00008123
25 Yes 10 0.00006575 0.00014524 26 Yes 6 0.00000001 0.00002922
27 Yes 11 0.00000001 0.00007785
28 Yes 11 0.00000001 0.00007505 29 Yes 11 0.00000001 0.00007475
30 Yes 11 0.00000001 0.00007443 31 Yes 11 0.00000001 0.00007683
32 Yes 11 0.00000001 0.00007550
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
23 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
33 Yes 11 0.00000001 0.00007673
34 Yes 11 0.00000001 0.00007717 35 Yes 11 0.00000001 0.00007977
36 Yes 11 0.00000001 0.00007777 37 Yes 11 0.00000001 0.00007777
38 Yes 11 0.00000001 0.00007681
39 Yes 11 0.00000001 0.00006371 40 Yes 11 0.00000001 0.00006408
41 Yes 11 0.00000001 0.00006470 42 Yes 11 0.00000001 0.00006408
43 Yes 11 0.00000001 0.00006370
44 Yes 11 0.00000001 0.00006440 45 Yes 11 0.00000001 0.00006525
46 Yes 11 0.00000001 0.00006468 47 Yes 11 0.00000001 0.00006418
48 Yes 11 0.00000001 0.00006468
49 Yes 11 0.00000001 0.00006525 50 Yes 11 0.00000001 0.00006441
Maximum Tower Deflections - Service Wind
Section No.
Elevation
ft
Horz. Deflection
in
Gov. Load
Comb.
Tilt
°
Twist
°
T1 300 - 280 6.787 47 0.2739 0.0234
T2 280 - 260 5.652 47 0.2487 0.0180
T3 260 - 240 4.675 39 0.2082 0.0050
T4 240 - 220 3.854 39 0.1743 0.0017 T5 220 - 200 3.162 39 0.1481 0.0021
T6 200 - 180 2.563 39 0.1273 0.0025 T7 180 - 160 2.051 39 0.1066 0.0024
T8 160 - 140 1.614 39 0.0927 0.0023
T9 140 - 120 1.239 39 0.0781 0.0020 T10 120 - 100 0.917 39 0.0664 0.0018
T11 100 - 80 0.644 39 0.0543 0.0015 T12 80 - 60 0.420 39 0.0420 0.0011
T13 60 - 53.3 0.240 39 0.0315 0.0008
T14 53.3 - 40 0.190 39 0.0279 0.0007 T15 40 - 33.3 0.115 39 0.0208 0.0005
T16 33.3 - 20 0.080 39 0.0172 0.0004 T17 20 - 13.3 0.034 47 0.0100 0.0003
T18 13.3 - 0 0.016 47 0.0066 0.0002
Critical Deflections and Radius of Curvature - Service Wind
Elevation
ft
Appurtenance Gov.
Load Comb.
Deflection
in
Tilt
°
Twist
°
Radius of
Curvature ft
300.000 4' Lightning Rod 47 6.787 0.2739 0.0234 110071
292.000 Andrew UMWD-06516-2DH w/ Mount Pipe
47 6.323 0.2653 0.0221 68794
280.000 741 989 w/Mount Pipe 47 5.652 0.2487 0.0180 28741
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
24 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Maximum Tower Deflections - Design Wind
Section
No.
Elevation
ft
Horz.
Deflection in
Gov.
Load Comb.
Tilt
°
Twist
°
T1 300 - 280 47.004 18 1.8659 0.1636
T2 280 - 260 39.259 18 1.7020 0.1254 T3 260 - 240 32.439 2 1.4391 0.0349
T4 240 - 220 26.731 2 1.2102 0.0120 T5 220 - 200 21.930 2 1.0282 0.0147
T6 200 - 180 17.773 2 0.8831 0.0171
T7 180 - 160 14.223 2 0.7395 0.0169 T8 160 - 140 11.190 2 0.6424 0.0157
T9 140 - 120 8.589 2 0.5415 0.0141 T10 120 - 100 6.356 2 0.4601 0.0122
T11 100 - 80 4.469 2 0.3763 0.0102
T12 80 - 60 2.914 2 0.2908 0.0080 T13 60 - 53.3 1.666 2 0.2181 0.0056
T14 53.3 - 40 1.320 2 0.1935 0.0050 T15 40 - 33.3 0.797 2 0.1444 0.0037
T16 33.3 - 20 0.558 2 0.1192 0.0030
T17 20 - 13.3 0.236 18 0.0691 0.0018 T18 13.3 - 0 0.112 19 0.0459 0.0012
Critical Deflections and Radius of Curvature - Design Wind
Elevation
ft
Appurtenance Gov.
Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius of
Curvature
ft
300.000 4' Lightning Rod 18 47.004 1.8659 0.1636 17535
292.000 Andrew UMWD-06516-2DH w/
Mount Pipe
18 43.845 1.8098 0.1545 10959
280.000 741 989 w/Mount Pipe 18 39.259 1.7020 0.1254 4564
Compression Checks
Leg Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 Pipe 2.875x0.203 20.000 4.000 50.7 K=1.00
1.7040 -41.581 63.560 0.654 1
T2 280 - 260 Pipe 3.5'' x 0.300'' (3 XS) 20.033 5.008 52.9
K=1.00
3.0159 -96.124 110.613 0.869 1
T3 260 - 240 P4x.337 20.033 5.008 40.7
K=1.00 4.4074 -143.071 175.711 0.814 1
T4 240 - 220 Pipe 5.563'' x 0.375'' (5
XS)
20.033 6.678 43.6
K=1.00
6.1120 -185.760 239.388 0.776 1
T5 220 - 200 P5.563x.5 20.033 6.678 44.5
K=1.00
7.9529 -230.856 309.541 0.746 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
25 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T6 200 - 180 Pipe 8.625'' x 0.322'' (8
STD)
20.033 6.678 27.3
K=1.00
8.3993 -277.225 357.954 0.774 1
T7 180 - 160 P8.625X.5 20.033 10.017 41.8
K=1.00 12.7627 -321.541 505.555 0.636 1
T8 160 - 140 P8.625X.5 20.033 10.017 41.8
K=1.00
12.7627 -371.156 505.555 0.734 1
T9 140 - 120 P10x.5 20.033 10.017 33.1
K=1.00
16.1007 -422.342 668.659 0.632 1
T10 120 - 100 P10x.5 20.033 10.017 33.1
K=1.00 16.1007 -475.701 668.659 0.711 1
T11 100 - 80 P10x.5 20.033 10.017 33.1
K=1.00
16.1007 -530.343 668.659 0.793 1
T12 80 - 60 P12x.5 20.033 10.017 27.7
K=1.00 19.2423 -587.774 818.560 0.718 1
T13 60 - 53.3 P12x.5 6.711 6.711 18.6
K=1.00
19.2423 -617.473 844.321 0.731 1
T14 53.3 - 40 P12x.5 13.322 6.661 18.4
K=1.00
19.2423 -613.384 844.637 0.726 1
T15 40 - 33.3 P12x.5 6.711 6.711 18.6
K=1.00 19.2423 -677.099 844.321 0.802 1
T16 33.3 - 20 P12x.5 13.322 6.661 18.4
K=1.00
19.2423 -673.249 844.637 0.797 1
T17 20 - 13.3 P14x.5 6.711 6.711 16.9
K=1.00 21.2057 -734.006 934.627 0.785 1
T18 13.3 - 0 P14x.5 13.322 6.661 16.7
K=1.00
21.2057 -732.942 934.916 0.784 1
1 P u / Pn controls
Diagonal Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 L2x2x1/8 6.403 3.048 99.0 K=1.08
0.4844 -5.768 9.210 0.626 1
T2 280 - 260 L2x2x1/8 8.401 4.175 124.6
K=0.99
0.4844 -6.143 6.882 0.893 1
T3 260 - 240 L2x2x3/16 10.079 4.967 143.9
K=0.95
0.7150 -6.420 7.802 0.823 1
T4 240 - 220 L2 1/2x2 1/2x1/4 12.580 6.213 144.3
K=0.95 1.1900 -7.830 12.909 0.607 1
T5 220 - 200 L3x3x3/16 14.315 7.084 137.3
K=0.96
1.0900 -8.750 13.065 0.670 1
T6 200 - 180 L3x3x1/4 16.112 7.844 149.8
K=0.94 1.4400 -10.173 14.504 0.701 1
T7 180 - 160 L3 1/2x3 1/2x1/4 19.296 9.520 154.0
K=0.94
1.6900 -12.496 16.091 0.777 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
26 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T8 160 - 140 L3 1/2x4x5/16 21.032 10.392 158.8
K=0.93
2.2500 -13.965 20.166 0.693 1
T9 140 - 120 L4x4x5/16 22.811 11.185 157.9
K=0.93 2.4000 -15.669 21.746 0.721 1
T10 120 - 100 L4x4x3/8 24.624 12.095 169.0
K=0.92
2.8600 -17.539 22.634 0.775 1
T11 100 - 80 L4x4x3/8 26.464 13.018 179.7
K=0.91
2.8600 -19.209 20.016 0.960 1
T12 80 - 60 L5x5x5/16 28.326 13.862 156.1
K=0.93 3.0300 -20.851 28.084 0.742 1
T13 60 - 53.3 L5x5x5/16 15.072 14.479 153.7
K=0.88
3.0300 -24.497 28.975 0.845 1
T14 53.3 - 40 L4x6x3/8 19.680 9.840 131.2
K=0.97 3.6100 -34.514 47.087 0.733 1
T15 40 - 33.3 L5x5x5/16 15.974 15.389 160.5
K=0.86
3.0300 -22.462 26.587 0.845 1
T16 33.3 - 20 L4x6x3/8 20.428 10.214 135.1
K=0.97
3.6100 -34.338 44.664 0.769 1
T17 20 - 13.3 L5x5x3/8 16.887 16.308 167.8
K=0.85 3.6100 -25.480 28.974 0.879 1
T18 13.3 - 0 L4x6x3/8 21.196 10.598 139.1
K=0.96
3.6100 -34.740 42.148 0.824 1
1 P u / Pn controls
Horizontal Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 53.3 - 40 L4x4x5/16 27.670 27.139 128.7 K=0.49
2.4000 -10.708 32.529 0.329 1
T16 33.3 - 20 L4x4x3/8 29.670 29.139 136.9
K=0.48
2.8600 -11.742 34.469 0.341 1
T18 13.3 - 0 L5x5x5/16 31.670 31.087 119.4
K=0.50 3.0300 -12.729 45.932 0.277 1
1 P u / Pn controls
Top Girt Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 L2x2x1/8 5.000 4.760 134.6
K=0.94
0.4844 -1.143 6.036 0.189 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
27 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
1 P u / Pn controls
Redundant Horizontal (1) Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 53.3 - 40 L3x3x3/8 6.918 6.386 130.6
K=1.00
2.1100 -10.637 27.870 0.382 1
T16 33.3 - 20 L3x3x3/8 7.418 6.886 140.8
K=1.00 2.1100 -11.676 24.053 0.485 1
T18 13.3 - 0 L3x3x3/8 7.918 7.334 149.9
K=1.00
2.1100 -12.711 21.205 0.599 1
1 P u / Pn controls
Redundant Diagonal (1) Design Data (Compression)
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 53.3 - 40 L3x3x1/4 9.361 8.606 174.4 K=1.00
1.4400 -7.245 10.691 0.678 1
T16 33.3 - 20 L3x3x1/4 9.719 8.990 182.2
K=1.00
1.4400 -7.693 9.795 0.785 1
T18 13.3 - 0 L3 1/2x4x1/4 10.089 9.314 152.3
K=1.00 1.8100 -8.110 17.637 0.460 1
1 P u / Pn controls
Inner Bracing Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T13 60 - 53.3 L3x3x1/4 13.835 13.835 280.4
K=1.00
1.4400 -0.019 4.136 0.005 1
KL/R > 250 (C) - 257
T15 40 - 33.3 L3x3x1/4 14.835 14.835 300.7
K=1.00
1.4400 -0.020 3.598 0.005 1
KL/R > 250 (C) - 293
T17 20 - 13.3 L3 1/2x3 1/2x1/4 15.835 15.835 273.8 K=1.00
1.6900 -0.022 5.093 0.004 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
28 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
KL/R > 250 (C) - 329
1 P u / Pn controls
Tension Checks
Leg Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 Pipe 2.875x0.203 20.000 4.000 50.7 1.7040 37.639 76.682 0.491 1
T2 280 - 260 Pipe 3.5'' x 0.300'' (3 XS) 20.033 5.008 52.9 3.0159 88.255 135.717 0.650 1
T3 260 - 240 P4x.337 20.033 5.008 40.7 4.4074 131.940 198.335 0.665 1
T4 240 - 220 Pipe 5.563'' x 0.375'' (5
XS)
20.033 6.678 43.6 6.1120 170.821 275.039 0.621 1
T5 220 - 200 P5.563x.5 20.033 6.678 44.5 7.9529 211.120 357.882 0.590 1
T6 200 - 180 Pipe 8.625'' x 0.322'' (8
STD) 20.033 6.678 27.3 8.3993 251.963 377.967 0.667 1
T7 180 - 160 P8.625X.5 20.033 10.017 41.8 12.7627 290.567 574.322 0.506 1
T8 160 - 140 P8.625X.5 20.033 10.017 41.8 12.7627 333.099 574.322 0.580 1
T9 140 - 120 P10x.5 20.033 10.017 33.1 16.1007 376.240 724.530 0.519 1
T10 120 - 100 P10x.5 20.033 10.017 33.1 16.1007 420.733 724.530 0.581 1
T11 100 - 80 P10x.5 20.033 10.017 33.1 16.1007 466.029 724.530 0.643 1
T12 80 - 60 P12x.5 20.033 10.017 27.7 19.2423 512.888 865.902 0.592 1
T13 60 - 53.3 P12x.5 6.711 6.711 18.6 19.2423 537.893 865.902 0.621 1
T14 53.3 - 40 P12x.5 13.322 6.661 18.4 19.2423 532.372 865.902 0.615 1
T15 40 - 33.3 P12x.5 6.711 6.711 18.6 19.2423 585.963 865.902 0.677 1
T16 33.3 - 20 P12x.5 13.322 6.661 18.4 19.2423 580.632 865.902 0.671 1
T17 20 - 13.3 P14x.5 6.711 6.711 16.9 21.2057 631.593 954.259 0.662 1
T18 13.3 - 0 P14x.5 13.322 6.661 16.7 21.2057 627.940 954.259 0.658 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
29 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
1 P u / Pn controls
Diagonal Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 L2x2x1/8 6.403 3.048 58.4 0.4844 5.496 15.694 0.350 1
T2 280 - 260 L2x2x1/8 7.251 3.617 69.3 0.4844 6.414 15.694 0.409 1
T3 260 - 240 L2x2x3/16 9.648 4.754 92.5 0.7150 6.288 23.166 0.271 1
T4 240 - 220 L2 1/2x2 1/2x1/4 12.580 6.213 97.0 1.1900 7.616 38.556 0.198 1
T5 220 - 200 L3x3x3/16 14.315 7.084 90.5 1.0900 8.543 35.316 0.242 1
T6 200 - 180 L3x3x1/4 16.112 7.844 101.2 1.4400 9.948 46.656 0.213 1
T7 180 - 160 L3 1/2x3 1/2x1/4 19.296 9.520 104.8 1.6900 12.187 54.756 0.223 1
T8 160 - 140 L3 1/2x4x5/16 21.032 10.392 116.5 2.2500 13.650 72.900 0.187 1
T9 140 - 120 L4x4x5/16 22.811 11.185 108.2 2.4000 15.345 77.760 0.197 1
T10 120 - 100 L4x4x3/8 24.624 12.095 118.0 2.8600 17.233 92.664 0.186 1
T11 100 - 80 L4x4x3/8 26.464 13.018 127.0 2.8600 18.860 92.664 0.204 1
T12 80 - 60 L5x5x5/16 28.326 13.862 106.0 3.0300 20.927 98.172 0.213 1
T13 60 - 53.3 L5x5x5/16 15.072 14.479 110.7 3.0300 22.263 98.172 0.227 1
T14 53.3 - 40 L4x6x3/8 19.680 9.840 117.6 3.6100 30.947 116.964 0.265 1
T15 40 - 33.3 L5x5x5/16 15.974 15.389 117.6 3.0300 22.201 98.172 0.226 1
T16 33.3 - 20 L4x6x3/8 20.428 10.214 122.4 3.6100 31.783 116.964 0.272 1
T17 20 - 13.3 L5x5x3/8 16.887 16.308 125.4 3.6100 23.307 116.964 0.199 1
T18 13.3 - 0 L4x6x3/8 21.196 10.598 126.9 3.6100 32.050 116.964 0.274 1
1 P u / Pn controls
Horizontal Design Data (Tension)
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
30 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 53.3 - 40 L4x4x5/16 27.670 27.139 262.6 2.4000 10.708 77.760 0.138 1
T16 33.3 - 20 L4x4x3/8 29.670 29.139 284.3 2.8600 11.742 92.664 0.127 1
T18 13.3 - 0 L5x5x5/16 31.670 31.087 237.6 3.0300 12.729 98.172 0.130 1
1 P u / Pn controls
Top Girt Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 L2x2x1/8 5.000 4.760 91.2 0.4844 1.189 15.694 0.076 1
1 P u / Pn controls
Redundant Horizontal (1) Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 53.3 - 40 L3x3x3/8 6.918 6.386 83.9 2.1100 10.637 68.364 0.156 1
T16 33.3 - 20 L3x3x3/8 7.418 6.886 90.5 2.1100 11.676 68.364 0.171 1
T18 13.3 - 0 L3x3x3/8 7.918 7.334 96.4 2.1100 12.711 68.364 0.186 1
1 P u / Pn controls
Redundant Diagonal (1) Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 53.3 - 40 L3x3x1/4 9.361 8.606 111.0 1.4400 7.245 46.656 0.155 1
T16 33.3 - 20 L3x3x1/4 9.719 8.990 116.0 1.4400 7.693 46.656 0.165 1
T18 13.3 - 0 L3 1/2x4x1/4 10.089 9.314 104.0 1.8100 8.110 58.644 0.138 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
31 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
1 P u / Pn controls
Section Capacity Table
Section
No.
Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
T1 300 - 280 Leg Pipe 2.875x0.203 1 -41.581 63.560 65.4 Pass
T2 280 - 260 Leg Pipe 3.5'' x 0.300'' (3 XS) 37 -96.124 110.613 86.9 Pass T3 260 - 240 Leg P4x.337 64 -143.071 175.711 81.4 Pass
T4 240 - 220 Leg Pipe 5.563'' x 0.375'' (5 XS) 91 -185.760 239.388 77.6 Pass T5 220 - 200 Leg P5.563x.5 112 -230.856 309.541 74.6 Pass
T6 200 - 180 Leg Pipe 8.625'' x 0.322'' (8 STD) 133 -277.225 357.954 77.4 Pass
T7 180 - 160 Leg P8.625X.5 154 -321.541 505.555 63.6 Pass T8 160 - 140 Leg P8.625X.5 171 -371.156 505.555 73.4 Pass
T9 140 - 120 Leg P10x.5 186 -422.342 668.659 63.2 Pass T10 120 - 100 Leg P10x.5 201 -475.701 668.659 71.1 Pass
T11 100 - 80 Leg P10x.5 216 -530.343 668.659 79.3 Pass
T12 80 - 60 Leg P12x.5 231 -587.774 818.560 71.8 Pass T13 60 - 53.3 Leg P12x.5 246 -617.473 844.321 73.1 Pass
T14 53.3 - 40 Leg P12x.5 261 -613.384 844.637 72.6 Pass
T15 40 - 33.3 Leg P12x.5 282 -677.099 844.321 80.2 Pass
T16 33.3 - 20 Leg P12x.5 297 -673.249 844.637 79.7 Pass
T17 20 - 13.3 Leg P14x.5 318 -734.006 934.627 78.5 Pass T18 13.3 - 0 Leg P14x.5 333 -732.942 934.916 78.4 Pass
T1 300 - 280 Diagonal L2x2x1/8 8 -5.768 9.210 62.6 Pass T2 280 - 260 Diagonal L2x2x1/8 44 -6.143 6.882 89.3 Pass
T3 260 - 240 Diagonal L2x2x3/16 71 -6.420 7.802 82.3 Pass
T4 240 - 220 Diagonal L2 1/2x2 1/2x1/4 98 -7.830 12.909 60.7 Pass T5 220 - 200 Diagonal L3x3x3/16 119 -8.750 13.065 67.0 Pass
T6 200 - 180 Diagonal L3x3x1/4 140 -10.173 14.504 70.1 Pass T7 180 - 160 Diagonal L3 1/2x3 1/2x1/4 162 -12.496 16.091 77.7 Pass
T8 160 - 140 Diagonal L3 1/2x4x5/16 174 -13.965 20.166 69.3 Pass
T9 140 - 120 Diagonal L4x4x5/16 189 -15.669 21.746 72.1 Pass T10 120 - 100 Diagonal L4x4x3/8 204 -17.539 22.634 77.5 Pass
T11 100 - 80 Diagonal L4x4x3/8 219 -19.209 20.016 96.0 Pass T12 80 - 60 Diagonal L5x5x5/16 234 -20.851 28.084 74.2 Pass
T13 60 - 53.3 Diagonal L5x5x5/16 252 -24.497 28.975 84.5 Pass
T14 53.3 - 40 Diagonal L4x6x3/8 268 -34.514 47.087 73.3 Pass T15 40 - 33.3 Diagonal L5x5x5/16 288 -22.462 26.587 84.5 Pass
T16 33.3 - 20 Diagonal L4x6x3/8 304 -34.338 44.664 76.9 Pass T17 20 - 13.3 Diagonal L5x5x3/8 324 -25.480 28.974 87.9 Pass
T18 13.3 - 0 Diagonal L4x6x3/8 340 -34.740 42.148 82.4 Pass
T14 53.3 - 40 Horizontal L4x4x5/16 250 -10.708 32.529 32.9 Pass T16 33.3 - 20 Horizontal L4x4x3/8 286 -11.742 34.469 34.1 Pass
T18 13.3 - 0 Horizontal L5x5x5/16 322 -12.729 45.932 27.7 Pass T1 300 - 280 Top Girt L2x2x1/8 5 -1.143 6.036 18.9 Pass
T14 53.3 - 40 Redund Horz 1
Bracing
L3x3x3/8 272 -10.637 27.870 38.2 Pass
T16 33.3 - 20 Redund Horz 1
Bracing
L3x3x3/8 308 -11.676 24.053 48.5 Pass
T18 13.3 - 0 Redund Horz 1
Bracing
L3x3x3/8 344 -12.711 21.205 59.9 Pass
T14 53.3 - 40 Redund Diag 1 Bracing
L3x3x1/4 273 -7.245 10.691 67.8 Pass
T16 33.3 - 20 Redund Diag 1 L3x3x1/4 312 -7.693 9.795 78.5 Pass
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5012_SA_011017
Page
32 of 32
Bennett & Pless
550 River Drive
Project
SST Structural Analysis
Date
09:06:03 01/16/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Designed by
Chunhui Song
Section
No.
Elevation ft
Component Type
Size Critical Element
P K
øPallow
K %
Capacity Pass Fail
Bracing
T18 13.3 - 0 Redund Diag 1 Bracing
L3 1/2x4x1/4 345 -8.110 17.637 46.0 Pass
T13 60 - 53.3 Inner Bracing L3x3x1/4 257 -0.019 4.136 0.5 Pass
T15 40 - 33.3 Inner Bracing L3x3x1/4 293 -0.020 3.598 0.5 Pass T17 20 - 13.3 Inner Bracing L3 1/2x3 1/2x1/4 329 -0.022 5.093 0.4 Pass
Summary Leg (T2) 86.9 Pass
Diagonal
(T11)
96.0 Pass
Horizontal
(T16)
34.1 Pass
Top Girt
(T1)
18.9 Pass
Redund Horz 1
Bracing (T18)
59.9 Pass
Redund
Diag 1 Bracing
(T16)
78.5 Pass
Inner
Bracing
(T15)
0.5 Pass
RATING = 96.0 Pass
Program Version 7.0.7.0 - 7/18/2016 File:C:/Egnyte/Shared/Projects/2017/17000 - 17299 - GA/17003.xxx - Blue Sky/17003.001 - NC-5010 Exum SA for
ATT/1-16-17 report revise/US-NC-5012_SA_011617_ATT.eri
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Attachment 2:
Collocation Application
Reviewed For Code Compliance
Installation Type: Anchor Collocation Add to Existi ng
Contact: Site Number:
Email Site Name:
Office: Submittal Date
Fax: Revision Date(s)
Applicant Name:
Applicant Site Name:
Applicant Site Number:
Proposed ON AIR Date:
Applicant Legal Entity:
Emergency Contact Name:
Latitude: N
Longitude: W
AMSL: FT
Site Address:
Coax
Receive Frequency (Mhz)
W(ft) OR Square footage
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
Antenna Quantity
Dish Manufacturer
Dish Model# (attach Specs)
Shared Generator Peak Usage:Generator Owner:
W(ft)
Electrical Service Provider:
POWER REQUIREMENTS
Shelter:
Is a multi-tenant meter rack present:
Will RRUs be located behind antennas:
Average Monthly Power Consumption:
Yes
W(ft)
Generator Ground Space Requirement: Fuel Type:
New/Add'l Rooftop Lease Area being requested (if space is needed on both ground and rooftop: DIMS: L(ft)
GROUND SPACE REQUIREMENTS
DIMS: L(ft)
Exisiting Lease Area:
Generator Required:
Collocation Application
BlueSky Towers, LLC Info
Antenna Manufacturer
NC-5012
1/11/2017
Sean Gormley
508-530-3564
508-530-3580
Contact/Agent Number:
Exum
PLEASE SUBMIT THIS APPLICATION VIA E-MAIL. Send only final LE's, CD's structurals, etc with Application
Concrete Pad for Shelter:
Applicant Information
Email:
Email:
Email: Construction Contact Name:
Email:
704-424-1222
Nick Franck
Jason Martin
770-653-0638Number:
Camik McNeill
Applicant Contact Information
RF Contact Name:
Leasing Contact Name:
Shohel Chowdhury
Primary Contact/Agent Name:
Notice Address for Site License:
Deb Hitchcock
Email: 704-424-1234Number:
478-131
478-131
AT&T Mobility
Contact/Agent Company Name:
919-788-2492Number:
Jason Martin
919-389-5310
Contact/Agent Fax:
Ramsey Development Solutions
Tower Information
Desired RAD Center (Ft AGL)
Summary of Work to be Completed:
704-424-1234
SST
300'
Number: Account Payable Contact Name:
Total# Of Lines For Equipment In Column
Installation Status
Number:
Structure Type:
Antenna Dimensions (WxHxD)(Ft Or Inches)
SECTOR 3
Antenna Weight (Per Item, In Lbs.)
Removing (1) UMWD-06516-2DH @300'Removing (1) UMWD-06516-2DH @
300'Removing (1) UMWD-06516-2DH @ 300'Removing Equipment (If Applicable)
GSM GSM
1930-1975 1930-1975 1930-1975
GSM
W(ft)
TX Power Output
ERP (Watts)
Generator Make:
Cabinets:
Concrete Pad for Cabinets:
Cabinet/Shelter Manufacturer/Model:
BACK-UP POWER INFORMATION
Telco/Interconnect Requirements: T1
3
Generation Location:
Mount Type(Attach Specs)
Remove: (3) UMWD-06516-2DH antennas @300’,(4) STI 1 900AL-FULL3-Ex2-C TMA’s (ground mounted) Add: (2) 1 5/8” coax @292'. New Mount: Mount Replacement (3) T1761KT12_AD/(12) 2 7/ 8 PIPES @300'
Equipment Type
Applicant Must fill in all bolded sections
Tower Mount Mounting Height
Azimuths
Line Type
Fuel Tank Size:
New/Add'l Lease Area being requested:
DIMS: L(ft)
Electric Service Required (Amps/Volts)
Diameter Of Coax Cables (In)
Type & Model
Qty Of Transmitters/Receivers/RRU's/Junction Boxes
EQUIPMENT SPECIFICATIONS
Structure Height:
SECTOR 4SECTOR 1 SECTOR 2
Antenna Model# (Attach Specs)
1 5/8"
2 @ 292'
New Cingullar Wireless PCS, LLC Contact Email:
AT&T Legal Department ATTN: Network Counsel 208 S. Akard Street, Dallas, TX 75202-4206
Fuel Tank Size:
Type of Technology
Manufacturer
34.1149722
-78.4646667
5278 Myrtlehead Road Ash, NC 28420
Removing (1) UMWD-06516-2DH @ 292'
Transmit Frequency (Mhz)
Antenna Gain (Db)
GSM
Dish Diam/Weight/Mount hgt or location
Transmitter/Receiver Type/RRU/Junction Boxes
1930-1975
1850-1895 1850-1895 1850-1895 1850-1895
16.65 16.65 16.65 16.65
Reviewed For Code Compliance
Existing Equipment:
Comments: No change to existing lease area
Existing Lease Rights @ 300’ RC First Amendment 201 4:(6) UMWD-06516-2DH antennas(3) Kathrein 742-215 antennas(3) SBNHH-1D65C antennas(3) RRUS 11(12) 1 5/8” coax(2) Raycaps DC6(4) DC Power cables(1) Fiber cable(1) 3/8” RET cableExisting Lease Rights @ 292’ RC:(2) UMWD-06516-2DH antennas Ground Mounted:(11) STI 1900AL-FULL3-Ex2-C TMA’s(3) RRUS 22
Final Configuration after work is completed:
www.blueskytower.com
Final Configuration @ 300’ RC:(3) UMWD-06516-2DH antennas (3) Kathrein 742-215 antennas (3) SBNHH-1D65C antenna (3) RRUS 11(12) 1 5/8” coax(2) Raycap DC6(4) DC Power cable (1) Fiber cable(1) 3/8” RET CableFinal Configuration @ 292’ RC:(1) UMWD-06516-2DH antennas (2) 1 5/8” coaxGround Mounted:(7) STI 1900AL-FULL3-Ex2-C TMA’s(3) RRUS 22
New Mount: Mount Replacement (3) T1761KT12_AD/(12) 2 7/8 PIPESNo Change to existing lease area
Reviewed For Code Compliance