Structural Analysis Report - Brunswick County...
Transcript of Structural Analysis Report - Brunswick County...
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Structural Analysis Report
Structure : 300 foot Guyed Tower
BST Site Name : Lockwood Folly
BST Site Number : NC-5011
Proposed Carrier : AT&T
Carrier Site Name : ATA-Lockwood Folly
Carrier Site Number : 478-127
Site Location : 1399 Southport Supply Road
Bolivia, NC 28422 (Brunswick County)
33.9922, -78.2258
Date : January 31, 2017
Max Member Stress Level : 90%
Result : PASS
Prepared by:
Bennett & Pless, Inc.
B&P Job No.: 17003.002
02/01/2017
Reviewed For Code Compliance
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 ........................................................................................................................ 2
Conclusions ......................................................................................................................... 3
Standard Conditions .......................................................................................................... 4
Disclaimer of Warranties .................................................................................................. 4
Calculations ........................................................................................................... Attached
Collocation Application ....................................................................................... Attached
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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.: 06-07102 dated July 15, 2005.
FDH Engineering previous SA Project No.: 146GX81400 dated
November 26, 2014.
Foundation Information Sabre tower drawings Job No.: 06-07102 dated July 15, 2005.
Geotechnical Information GeoTechnologies Project No.: 1-05-0497-EA dated April 25, 2005.
Existing Equipment Information BlueSky Collocation Application dated January 14, 2017
FDH Engineering previous SA Project No.: 146GX81400 dated
November 26, 2014.
Tower Reinforcement Information Tower has been previously reinforced and has been included in this
analysis
FDH tower modification drawings dated November 26, 2014
Final Proposed Equipment Loading for AT&T
The following proposed loading was obtained from the BlueSky Collocation Application:
Antenna/Equipment Coax
Mount RAD Qty. Antenna Type Qty. Size/Type
280.0 - 3 Sector Frames Mount - -
300.0
- 3 Sector Frames Mount
6
4
1
1
1
2 1/4” Coax
7/8” DC Cable
3/8" RET
1/2" Fiber
1/2" Fiber
300.0
3 Kathrein 742 989 Panel
3 Andrew SBNHH-1D65C Panel
3 Ericsson RRUS 11 Panel
3 Ericsson RRUS 32 B66 RRU
2 Raycap DC6-48-60-18-8F Panel
3 KMW EPBQ-652L8H8 RRU
3 Ericsson RRUS 32 RRU
3 Ericsson RRUS 32 B2 RRU
Note: Proposed equipment shown in bold.
Note: Other existing loading can be found on the tower profile attached.
Note: Existing (6) Decibel DB932DG90T2E-M, (6) 2 1/4” Coax to be removed.
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 (IBC 2009)
TIA/EIA Standard Code TIA-222-G
Basic Wind Speed 135 MPH (3 Second Gust)
Basic Wind Speed w/ Ice 30 MPH/ 0.25” Ice
Steel Grade 50 ksi legs, 36 ksi all others, A325
bolts
Exposure Category B
Topographic Category (height) 1 (0.0 ft)
Structure Class II
Analysis Results
Based on the foregoing information, our structural analysis determined that the existing tower is structurally
capable of supporting the proposed equipment loads without modification. The existing tower base and
anchor foundations have also been evaluated. The tower base and anchor foundations are found to be
structurally capable of supporting the proposed equipment loads.
Assumptions
The below assumptions are true, complete and accurate.
1. The existing tower has been maintained to manufacturer’s specifications and is in good condition.
2. Foundations are considered to have been properly designed for the original design loads.
3. All member connections are considered to have been designed to meet the load carrying capacity of the
connected member.
4. Antenna mount loads have been estimated based on generally accepted industry standards.
5. The mounts for the proposed antennas have been analyzed and designed by others.
6. See additional assumptions contained in the report attached.
7. Tower is within acceptable engineering tolerance at 105%.
8. Foundations are within acceptable engineering tolerance at 110%.
Reviewed For Code Compliance
750 Park of Commerce Drive Suite 200 Boca Raton, FL 33487 561-948-6367 VerticalBridge.com
Conclusions
The existing tower described above has sufficient capacity to support the proposed loading based on the
governing Building Code. The existing tower base and anchor foundations also have sufficient capacity.
We appreciate the opportunity of providing our continuing professional services to you. If you have any
questions or need further assistance, please call us anytime at 678-990-8700.
Sincerely,
Analysis by:
Chunhui Song
Design Engineer
Reviewed by:
John Bozzetto, P.E.
Manager, South Florida Office
02/01/2017
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-5011_Lockwood Folly_SA_020117
Project: Guyed Tower Structural Analysis Client: BlueSky Tower Drawn by: Chunhui Song App'd:
Code: TIA-222-G Date: 01/31/17 Scale: NTS Path:
C:\Egnyte\Shared\Projects\2017\17000 - 17299 - GA\17003.xxx - Blue Sky\17003.002 - NC-5011 Lockwood Folly\US-NC-5011_Lockwood Folly_SA_020117.eri
Dwg No. E-1
3/4 EH
S LC
=372.771 ft IT=10%
R=240.000 ft
3/4 EH
S LC
=372.771 ft IT=10%
3/4 EH
S LC
=335.845 ft IT=10%
3/4 EH
S LC
=335.845 ft IT=10%
3/4 EHS LC
=296.619 ft IT=10%
3/4 EHS LC=265.297 ft IT=10%
9/16 EHS LC=244.914 ft IT=10%
300.0 ft
280.0 ft
286.7 ft286.7 ft286.7 ft286.7 ft286.7 ft286.7 ft
260.0 ft
240.0 ft
220.0 ft
236.7 ft236.7 ft236.7 ft236.7 ft236.7 ft236.7 ft
200.0 ft
180.0 ft
160.0 ft
176.7 ft176.7 ft176.7 ft
140.0 ft
133.3 ft
126.7 ft
123.3 ft
120.0 ft
100.0 ft
116.7 ft116.7 ft116.7 ft
80.0 ft
60.0 ft
40.0 ft
56.7 ft56.7 ft56.7 ft
20.0 ft
6.7 ft
0.0 ft
222 K (Axial)
2 kip-ft (Torque)
2 K124 K
99 K
159 K
ALL REACTIONS ARE FACTORED
S
ectio
nT
1T
2T
3T
4T
5T
6T
7T
8T
9T
10
T11
T12
T13
T14
T15
T16
T17
T18
T19
L
eg
sS
R 1
3/4
SR
2S
R 2
1/4
SR
2 1
/2
L
eg
Gra
de
A5
72
-50
D
iag
on
als
SR
1 1
/4S
R 1
SR
1 1
/4S
R 1
AS
R 1
1/4
SR
1S
R 1
1/4
N.A
.
D
iag
on
al G
rad
eA
36
N.A
.
T
op
Gir
tsS
R 7
/8N
.A.
H
ori
zo
nta
lsS
R 7
/88
x3
/8
T
op
Gu
y P
ull-
Offs
L2
x2
x1
/4N
.A.
L2
x2
x3
/8N
.A.
3x3
/8N
.A.
3x3
/8N
.A.
3x3
/8N
.A.
F
ace
Wid
th (
ft)
3
#
Pa
ne
ls @
(ft)
84
@ 3
.33
33
34
@ 3
.32
5B
W
eig
ht (K
)1.6
1.1
1.1
1.7
1.0
1.1
1.3
1.1
0.4
0.4
0.2
0.2
1.5
1.3
1.3
1.3
1.3
1.0
0.6
19
.4
PLANR=240.000 ft R=240.000 ft
R=240.000 ft
R=240.000 ft R=240.000 ft
R=240.000 ft
R=240.000 ft R=240.000 ft
R=240.000 ft
R=240.000 ft R=240.000 ft
R=240.000 ft
R=240.000 ft R=240.000 ft
R=240.000 ft
4' Lightning Rod 300 Beacon (.035k 2.250CAAA) 300 742 989 w/Mount Pipe (ATT) 300 742 989 w/Mount Pipe (ATT) 300 742 989 w/Mount Pipe (ATT) 300 KMW EPBQ-652L8H8 (ATT) 300 KMW EPBQ-652L8H8 (ATT) 300 KMW EPBQ-652L8H8 (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 SBNHH-1D65C w/ Mount Pipe (ATT) 300 RRUS 11 (ATT) 300 RRUS 11 (ATT) 300 RRUS 11 (ATT) 300 (2) DC6-48-60-18-8F (ATT) 300 Ericsson RRUS32 B66 (ATT) 300 Ericsson RRUS32 B66 (ATT) 300 Ericsson RRUS32 B66 (ATT) 300 RRUS 32 (ATT) 300 RRUS 32 (ATT) 300 RRUS 32 (ATT) 300 RRUS 32 B2 (ATT) 300 RRUS 32 B2 (ATT) 300 RRUS 32 B2 (ATT) 300 SM 407-3 (ATT) 300 SM 407-3 (ATT) 280 (4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)
260 (4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)
260 (4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)
260 Powerwave LGP 186nn (T-Mobile) 260 Powerwave LGP 186nn (T-Mobile) 260 Powerwave LGP 186nn (T-Mobile) 260 SM 407-3 (T-Mobile) 260 (2) CSA PCSA065-16-0 (Verizon) 240 (2) CSA PCSA065-16-0 (Verizon) 240 (2) CSA PCSA065-16-0 (Verizon) 240 (2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)
240 (2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)
240 (2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)
240 (2) Commscope 641280-DF (Verizon) 240 (2) Commscope 641280-DF (Verizon) 240 (2) Commscope 641280-DF (Verizon) 240 SM 407-3 (Verizon) 240 741 989 w/Mount Pipe (ATMC) 220 741 989 w/Mount Pipe (ATMC) 220 741 989 w/Mount Pipe (ATMC) 220 Kathrein 800 10309V01 w/ Mount Pipe (ATMC)
220 Kathrein 800 10309V01 w/ Mount Pipe (ATMC)
220 Kathrein 800 10309V01 w/ Mount Pipe (ATMC)
220 RRUS 11 (ATMC) 220 RRUS 11 (ATMC) 220 RRUS 11 (ATMC) 220 DC6-48-60-18-8F (ATMC) 220 SM 407-3 (ATMC) 220DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATION 4' Lightning Rod 300
Beacon (.035k 2.250CAAA) 300
742 989 w/Mount Pipe (ATT) 300
742 989 w/Mount Pipe (ATT) 300
742 989 w/Mount Pipe (ATT) 300
KMW EPBQ-652L8H8 (ATT) 300
KMW EPBQ-652L8H8 (ATT) 300
KMW EPBQ-652L8H8 (ATT) 300
SBNHH-1D65C w/ Mount Pipe (ATT) 300
SBNHH-1D65C w/ Mount Pipe (ATT) 300
SBNHH-1D65C w/ Mount Pipe (ATT) 300
RRUS 11 (ATT) 300
RRUS 11 (ATT) 300
RRUS 11 (ATT) 300
(2) DC6-48-60-18-8F (ATT) 300
Ericsson RRUS32 B66 (ATT) 300
Ericsson RRUS32 B66 (ATT) 300
Ericsson RRUS32 B66 (ATT) 300
RRUS 32 (ATT) 300
RRUS 32 (ATT) 300
RRUS 32 (ATT) 300
RRUS 32 B2 (ATT) 300
RRUS 32 B2 (ATT) 300
RRUS 32 B2 (ATT) 300
SM 407-3 (ATT) 300
SM 407-3 (ATT) 280
(4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)
260
(4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)
260
(4) Powerwave 7745.00 w/ Pipe Mount (T-Mobile)
260
Powerwave LGP 186nn (T-Mobile) 260
Powerwave LGP 186nn (T-Mobile) 260
Powerwave LGP 186nn (T-Mobile) 260
SM 407-3 (T-Mobile) 260
(2) CSA PCSA065-16-0 (Verizon) 240
(2) CSA PCSA065-16-0 (Verizon) 240
(2) CSA PCSA065-16-0 (Verizon) 240
(2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)
240
(2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)
240
(2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k, 10.68CAAA) (Verizon)
240
(2) Commscope 641280-DF (Verizon) 240
(2) Commscope 641280-DF (Verizon) 240
(2) Commscope 641280-DF (Verizon) 240
SM 407-3 (Verizon) 240
741 989 w/Mount Pipe (ATMC) 220
741 989 w/Mount Pipe (ATMC) 220
741 989 w/Mount Pipe (ATMC) 220
Kathrein 800 10309V01 w/ Mount Pipe (ATMC)
220
Kathrein 800 10309V01 w/ Mount Pipe (ATMC)
220
Kathrein 800 10309V01 w/ Mount Pipe (ATMC)
220
RRUS 11 (ATMC) 220
RRUS 11 (ATMC) 220
RRUS 11 (ATMC) 220
DC6-48-60-18-8F (ATMC) 220
SM 407-3 (ATMC) 220
SYMBOL LISTMARK MARKSIZE SIZE
A SR 1 w/ L2x2x1/4 B 4 @ 1.675
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi
TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure B to the TIA-222-G Standard.3. Tower designed for a 135 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 1 with Crest Height of 0.000 ft8. TOWER RATING: 89.9%
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
1 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Input Data
The main tower is a 3x guyed tower with an overall height of 300.000 ft above the ground line.
The base of the tower is set at an elevation of 0.000 ft above the ground line.
The face width of the tower is 3.000 ft at the top and tapered at the base.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Tower is located in Brunswick County, North Carolina.
Basic wind speed of 135 mph.
Structure Class II.
Exposure Category B.
Topographic Category 1.
Crest Height 0.000 ft.
Nominal ice thickness of 0.2500 in.
Ice thickness is considered to increase with height.
Ice density of 56.000 pcf.
A wind speed of 30 mph is used in combination with ice.
Temperature drop of 50.000 °F.
Deflections calculated using a wind speed of 60 mph.
Pressures are calculated at each section.
Safety factor used in guy design is 1.
Stress ratio used in tower member design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs √ Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules
Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA
Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r √ All Leg Panels Have Same Allowable
√ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation
Escalate Ice Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check
Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption
Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles
√ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) √ Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow
√ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
2 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Leg B
Guy B
Leg C
Guy C
Leg A
Guy A
Face
A Face B
Face C
Corner & Starmount Guyed Tower
Wind 0
Wind 90
Wind 180
Z
X
Reviewed For Code Compliance
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US-NC-5011_Lockwood Folly_SA_020117
Page
3 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Leg B
Guy B
Leg C
Guy C
Leg A
Guy A
Face
A Face B
Face C
Face Guyed
Wind 0
Wind 90
Wind 180
Z
X
Tower Section Geometry
Tower Section
Tower Elevation
ft
Assembly Database
Description Section Width
ft
Number of
Sections
Section Length
ft
T1 300.000-280.000 3.000 1 20.000
T2 280.000-260.000 3.000 1 20.000 T3 260.000-240.000 3.000 1 20.000
T4 240.000-220.000 3.000 1 20.000
T5 220.000-200.000 3.000 1 20.000 T6 200.000-180.000 3.000 1 20.000
T7 180.000-160.000 3.000 1 20.000 T8 160.000-140.000 3.000 1 20.000
T9 140.000-133.333 3.000 1 6.667
T10 133.333-126.667 3.000 1 6.667 T11 126.667-123.333 3.000 1 3.333
T12 123.333-120.000 3.000 1 3.333 T13 120.000-100.000 3.000 1 20.000
T14 100.000-80.000 3.000 1 20.000
T15 80.000-60.000 3.000 1 20.000 T16 60.000-40.000 3.000 1 20.000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
4 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Tower Elevation
ft
Assembly Database
Description Section Width
ft
Number of
Sections
Section Length
ft
T17 40.000-20.000 3.000 1 20.000
T18 20.000-6.700 3.000 1 13.300 T19 6.700-0.000 3.000 1 6.700
Tower Section Geometry (cont’d)
Tower Section
Tower Elevation
ft
Diagonal Spacing
ft
Bracing Type
Has K Brace
End
Panels
Has Horizontals
Top Girt Offset
in
Bottom Girt Offset
in
T1 300.000-280.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T2 280.000-260.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T3 260.000-240.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T4 240.000-220.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T5 220.000-200.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T6 200.000-180.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T7 180.000-160.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T8 160.000-140.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T9 140.000-133.333 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T10 133.333-126.667 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T11 126.667-123.333 3.333 Diag Down No Yes+Steps 0.0000 0.0000
T12 123.333-120.000 3.333 Diag Up No Yes+Steps 0.0000 0.0000
T13 120.000-100.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T14 100.000-80.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T15 80.000-60.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T16 60.000-40.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000 T17 40.000-20.000 3.333 K Brace Left No Yes+Steps 0.0000 0.0000
T18 20.000-6.700 3.325 K Brace Left No Yes+Steps 0.0000 0.0000 T19 6.700-0.000 1.675 X Brace No Yes 0.0000 0.0000
Tower Section Geometry (cont’d)
Tower
Elevation ft
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1
300.000-280.000
Solid Round 1 3/4 A572-50
(50 ksi)
Solid Round 1 1/4 A36
(36 ksi) T2
280.000-260.000
Solid Round 2 A572-50
(50 ksi)
Solid Round 1 1/4 A36
(36 ksi) T3
260.000-240.000
Solid Round 2 A572-50
(50 ksi)
Solid Round 1 1/4 A36
(36 ksi)
T4 240.000-220.000
Solid Round 2 A572-50 (50 ksi)
Solid Round 1 1/4 A36 (36 ksi)
T5
220.000-200.000
Solid Round 2 A572-50
(50 ksi)
Solid Round 1 A36
(36 ksi) T6
200.000-180.000
Solid Round 2 A572-50
(50 ksi)
Solid Round 1 1/4 A36
(36 ksi) T7
180.000-160.000
Solid Round 2 1/4 A572-50
(50 ksi)
Solid Round 1 1/4 A36
(36 ksi)
T8 160.000-140.000
Solid Round 2 1/4 A572-50 (50 ksi)
Solid Round 1 A36 (36 ksi)
T9 Solid Round 2 1/4 A572-50 Solid Round 1 A36 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
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Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Elevation
ft
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
140.000-133.333 (50 ksi) (36 ksi) T10
133.333-126.667
Solid Round 2 1/4 A572-50
(50 ksi)
Solid Round 1 A36
(36 ksi) T11
126.667-123.333
Solid Round 2 1/4 A572-50
(50 ksi)
Solid Round 1 A36
(36 ksi)
T12 123.333-120.000
Solid Round 2 1/4 A572-50 (50 ksi)
Solid Round 1 w/ L2x2x1/4 A36 (36 ksi)
T13
120.000-100.000
Solid Round 2 1/2 A572-50
(50 ksi)
Solid Round 1 1/4 A36
(36 ksi)
T14
100.000-80.000
Solid Round 2 1/2 A572-50
(50 ksi)
Solid Round 1 A36
(36 ksi) T15
80.000-60.000
Solid Round 2 1/2 A572-50
(50 ksi)
Solid Round 1 A36
(36 ksi) T16
60.000-40.000
Solid Round 2 1/2 A572-50
(50 ksi)
Solid Round 1 A36
(36 ksi)
T17 40.000-20.000
Solid Round 2 1/2 A572-50 (50 ksi)
Solid Round 1 A36 (36 ksi)
T18 20.000-6.700 Solid Round 2 1/2 A572-50 (50 ksi)
Solid Round 1 1/4 A36 (36 ksi)
T19 6.700-0.000 Solid Round 2 1/2 A572-50
(50 ksi)
Solid Round A36
(36 ksi)
Tower 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
Solid Round 7/8 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
T1
300.000-280.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi) T2
280.000-260.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T3 260.000-240.000
None Flat Bar A36 (36 ksi)
Solid Round 7/8 A36 (36 ksi)
T4 240.000-220.000
None Flat Bar A36 (36 ksi)
Solid Round 7/8 A36 (36 ksi)
T5
220.000-200.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi) T6
200.000-180.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi) T7
180.000-160.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T8 None Flat Bar A36 Solid Round 7/8 A36 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
6 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Elevation
ft
No. of
Mid Girts
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
160.000-140.000 (36 ksi) (36 ksi)
T9 140.000-133.333
None Flat Bar A36 (36 ksi)
Solid Round 7/8 A36 (36 ksi)
T10
133.333-126.667
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi) T11
126.667-123.333
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T12
123.333-120.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T13 120.000-100.000
None Flat Bar A36 (36 ksi)
Solid Round 7/8 A36 (36 ksi)
T14 100.000-80.000
None Flat Bar A36 (36 ksi)
Solid Round 7/8 A36 (36 ksi)
T15
80.000-60.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi) T16
60.000-40.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi) T17
40.000-20.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T18 20.000-6.700 None Flat Bar A36 (36 ksi)
Solid Round 7/8 A36 (36 ksi)
T19 6.700-0.000 None Flat Bar A36 (36 ksi)
Flat Bar 8x3/8 A36 (36 ksi)
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
260.000-240.0
00
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T4 240.000-220.0
00
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T5 220.000-200.0
00
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T6
200.000-180.0
00
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T7
180.000-160.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T8
160.000-140.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
7 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower 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
T9 140.000-133.3
33
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T10 133.333-126.6
67
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T11
126.667-123.3
33
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T12
123.333-120.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T13
120.000-100.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T14 100.000-80.00
0
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T15 80.000-60.000
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T16 60.000-40.000
0.000 0.0000 A36 (36 ksi)
1 1 1 36.0000 36.0000 36.0000
T17
40.000-20.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T18
20.000-6.700
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T19
6.700-0.000
0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
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
280.000-260.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T3 260.000-240.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T4 240.000-220.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T5
220.000-200.0
00
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T6
200.000-180.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
8 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
K Factors1
Tower
Elevation
ft
Calc
K
Single Angles
Calc
K
Solid Rounds
Legs X
Brace
Diags X
Y
K
Brace
Diags X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T7 180.000-160.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T8
160.000-140.0
00
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T9
140.000-133.333
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T10
133.333-126.667
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T11
126.667-123.333
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T12 123.333-120.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T13 120.000-100.0
00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T14
100.000-80.00
0
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T15
80.000-60.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1 T16
60.000-40.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
T17 40.000-20.000
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T18 20.000-6.700
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T19
6.700-0.000
Yes Yes 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower 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
280.000-260.000
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
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
9 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Elevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net Width Deduct
in
U
Net Width Deduct
in
U
Net Width Deduct
in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
T3
260.000-240.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T4
240.000-220.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T5 220.000-200.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T6 200.000-180.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T7 180.000-160.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T8
160.000-140.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T9
140.000-133.333
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T10
133.333-126.667
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T11 126.667-123.3
33
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T12 123.333-120.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T13
120.000-100.0
00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T14
100.000-80.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T15
80.000-60.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T16
60.000-40.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T17
40.000-20.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T18 20.000-6.700
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T19 6.700-0.000
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
Guy Data
Guy Elevation
ft
Guy Grade
Guy Size
Initial Tension
K
%
Guy Modulus
ksi
Guy Weight
plf
Lu
ft
Anchor Radius
ft
Anchor Azimuth
Adj. °
Anchor Elevation
ft
End Fitting
Efficiency % Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
10 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
286.667 EHS A
B C
3/4
3/4 3/4
5.830
5.830 5.830
10%
10% 10%
19000.000
19000.000 19000.000
1.155
1.155 1.155
372.454
372.454 372.454
240.000
240.000 240.000
0.0000
0.0000 0.0000
0.000
0.000 0.000
100%
100% 100%
236.667 EHS A B
C
3/4 3/4
3/4
5.830 5.830
5.830
10% 10%
10%
19000.000 19000.000
19000.000
1.155 1.155
1.155
335.561 335.561
335.561
240.000 240.000
240.000
0.0000 0.0000
0.0000
0.000 0.000
0.000
100% 100%
100%
176.667 EHS A B
C
3/4 3/4
3/4
5.830 5.830
5.830
10% 10%
10%
19000.000 19000.000
19000.000
1.155 1.155
1.155
296.370 296.370
296.370
240.000 240.000
240.000
0.0000 0.0000
0.0000
0.000 0.000
0.000
100% 100%
100% 116.667 EHS A
B
C
3/4
3/4
3/4
5.830
5.830
5.830
10%
10%
10%
19000.000
19000.000
19000.000
1.155
1.155
1.155
265.077
265.077
265.077
240.000
240.000
240.000
0.0000
0.0000
0.0000
0.000
0.000
0.000
100%
100%
100% 56.6667 EHS A
B C
9/16
9/16 9/16
3.500
3.500 3.500
10%
10% 10%
21000.000
21000.000 21000.000
0.671
0.671 0.671
244.724
244.724 244.724
240.000
240.000 240.000
0.0000
0.0000 0.0000
0.000
0.000 0.000
100%
100% 100%
Guy Data(cont’d)
Guy
Elevation ft
Mount
Type
Torque-Arm
Spread
ft
Torque-Arm
Leg Angle
°
Torque-Arm
Style
Torque-Arm
Grade
Torque-Arm
Type
Torque-Arm Size
286.667 Torque Arm 6.000 0.0000 Channel A36 (36 ksi)
Channel C15x33.9
236.667 Torque Arm 6.000 0.0000 Channel A36
(36 ksi)
Channel C15x33.9
176.667 Corner
116.667 Corner 56.6667 Corner
Guy Data (cont’d)
Guy
Elevation ft
Diagonal
Grade
Diagonal
Type
Upper Diagonal
Size
Lower Diagonal
Size
Is
Strap.
Pull-Off
Grade
Pull-Off Type Pull-Off Size
286.667 A572-50
(50 ksi)
Solid Round No A572-50
(50 ksi)
Equal Angle L2x2x1/4
236.667 A572-50
(50 ksi)
Solid Round No A572-50
(50 ksi)
Equal Angle L2x2x3/8
176.667 A572-50
(50 ksi)
Solid Round No A572-50
(50 ksi)
Flat Bar 3x3/8
116.667 A572-50 (50 ksi)
Solid Round No A572-50 (50 ksi)
Flat Bar 3x3/8
56.667 A572-50 (50 ksi)
Solid Round No A572-50 (50 ksi)
Flat Bar 3x3/8
Guy Data (cont’d)
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
11 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Guy Elevation
ft
Cable Weight
A K
Cable Weight
B K
Cable Weight
C K
Cable Weight
D K
Tower Intercept
A ft
Tower Intercept
B ft
Tower Intercept
C ft
Tower Intercept
D ft
286.667 0.430 0.430 0.430 13.377
6.3 sec/pulse
13.377
6.3 sec/pulse
13.377
6.3 sec/pulse
236.667 0.388 0.388 0.388 10.911
5.7 sec/pulse
10.911
5.7 sec/pulse
10.911
5.7 sec/pulse
176.667 0.342 0.342 0.342 8.561 5.1 sec/pulse
8.561 5.1 sec/pulse
8.561 5.1 sec/pulse
116.667 0.306 0.306 0.306 6.888
4.5 sec/pulse
6.888
4.5 sec/pulse
6.888
4.5 sec/pulse
56.6667 0.164 0.164 0.164 5.716
4.1 sec/pulse
5.716
4.1 sec/pulse
5.716
4.1 sec/pulse
Guy Data (cont’d)
Torque Arm Pull Off Diagonal
Guy
Elevation ft
Calc
K Single
Angles
Calc
K Solid
Rounds
Kx Ky Kx Ky Kx Ky
286.667 No No 1 1 1 1 1 1 236.667 No No 1 1 1 1 1 1
176.667 No No 1 1 1 1 116.667 No No 1 1 1 1
56.6667 No No 1 1 1 1
Guy Data (cont’d)
Torque-Arm Pull Off Diagonal
Guy Elevation
ft
Bolt Size in
Number Net Width Deduct
in
U
Bolt Size in
Number Net Width Deduct
in
U
Bolt Size in
Number Net Width Deduct
in
U
286.667 0.0000 A325N
0 0.0000 1 0.6250 A325N
0 0.0000 0.75 0.6250 A325N
0 0.0000 0.75
236.667 0.0000 A325N
0 0.0000 1 0.6250 A325N
0 0.0000 0.75 0.6250 A325N
0 0.0000 0.75
176.667 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
116.667 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
56.6667 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
Guy Pressures
Guy Elevation
ft
Guy Location
z
ft
qz
ksf
qz Ice
ksf
Ice Thickness
in
286.667 A B
C
143.333 143.333
143.333
0.043 0.043
0.043
0.002 0.002
0.002
0.5791 0.5791
0.5791 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
12 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Guy Elevation
ft
Guy Location
z
ft
qz
ksf
qz Ice
ksf
Ice Thickness
in
236.667 A B
C
118.333 118.333
118.333
0.041 0.041
0.041
0.002 0.002
0.002
0.5681 0.5681
0.5681 176.667 A
B
C
88.333
88.333
88.333
0.038
0.038
0.038
0.002
0.002
0.002
0.5517
0.5517
0.5517 116.667 A
B
C
58.333
58.333
58.333
0.034
0.034
0.034
0.002
0.002
0.002
0.5293
0.5293
0.5293
56.6667 A
B C
28.333
28.333 28.333
0.028
0.028 0.028
0.001
0.001 0.001
0.4924
0.4924 0.4924
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face or
Leg
Allow Shield
Component Type
Placement
ft
Face Offset
in
Lateral Offset
(Frac FW)
# # Per
Row
Clear Spacing
in
Width or Diameter
in
Perimeter
in
Weight
klf
2-1/4'' Coax (ATT)
A No Ar (CaAa) 280.000 - 8.000 0.0000 -0.43 2 2 0.5000 2.2500 0.000
2-1/4'' Coax
(ATT)
B No Ar (CaAa) 280.000 - 8.000 0.0000 0.43 2 2 0.5000 2.2500 0.000
2-1/4'' Coax
(ATT)
C No Ar (CaAa) 280.000 - 8.000 0.0000 -0.43 2 2 0.5000 2.2500 0.000
3/8'' RET
(ATT)
A No Ar (CaAa) 300.000 - 8.000 0.0000 -0.5 1 1 0.4400 0.4400 0.000
1/2'' FIBER CABLE
(ATT)
A No Ar (CaAa) 300.000 - 8.000 0.0000 -0.18 1 1 0.2760 0.2760 0.000
7/8'' DC Cable
(ATT)
A No Ar (CaAa) 300.000 - 8.000 2.0000 -0.4 4 4 0.8700 0.8700 0.001
1/2'' FIBER CABLE
(ATT)
A No Ar (CaAa) 300.000 - 8.000 0.0000 -0.16 1 1 0.2760 0.2760 0.000
***
1 5/8'' coax
(T-Mobile)
C No Ar (CaAa) 260.000 - 8.000 0.0000 0.15 12 6 0.5000 1.9800 0.001
***
1 5/8'' coax (Verizon)
B No Ar (CaAa) 240.000 - 8.000 0.0000 0 8 4 0.5000 1.9800 0.001
1 5/8'' coax
(Verizon)
C No Ar (CaAa) 240.000 - 8.000 0.0000 0.35 4 2 0.5000 1.9800 0.001
***
1 5/8'' coax (ATMC)
A No Ar (CaAa) 220.000 - 8.000 0.0000 0.42 6 3 0.5000 1.9800 0.001
3/8'' RET
(ATMC)
A No Ar (CaAa) 220.000 - 8.000 1.0000 0.25 1 1 0.4400 0.4400 0.000
3/4'' FIBER
CABLE (ATMC)
A No Ar (CaAa) 220.000 - 8.000 0.0000 0.25 2 1 0.5000 0.7500 0.000
1 1/4'' Coax
(ATMC)
A No Ar (CaAa) 220.000 - 8.000 0.0000 0.3 2 1 0.5000 1.5500 0.001
**GRY
Coax**
*Reserve*
**BBE
Coax**
*Reserve* Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
13 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Feed Line/Linear Appurtenances Section Areas
Tower
Section
Tower
Elevation ft
Face AR
ft2
AF
ft2
CAAA
In Face ft2
CAAA
Out Face ft2
Weight
K
T1 300.000-280.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
8.944
0.000
0.000
0.000
0.000
0.000
0.046
0.000
0.000 T2 280.000-260.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
17.944
9.000 9.000
0.000
0.000 0.000
0.050
0.004 0.004
T3 260.000-240.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
17.944
9.000 56.520
0.000
0.000 0.000
0.050
0.004 0.254
T4 240.000-220.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
17.944 40.680
72.360
0.000 0.000
0.000
0.050 0.170
0.337
T5 220.000-200.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
51.784 40.680
72.360
0.000 0.000
0.000
0.210 0.170
0.337 T6 200.000-180.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
51.784
40.680
72.360
0.000
0.000
0.000
0.210
0.170
0.337 T7 180.000-160.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
51.784
40.680
72.360
0.000
0.000
0.000
0.210
0.170
0.337
T8 160.000-140.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
51.784
40.680 72.360
0.000
0.000 0.000
0.210
0.170 0.337
T9 140.000-133.333 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
17.261 13.560
24.120
0.000 0.000
0.000
0.070 0.057
0.112
T10 133.333-126.667 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
17.261 13.560
24.120
0.000 0.000
0.000
0.070 0.057
0.112 T11 126.667-123.333 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
8.631
6.780
12.060
0.000
0.000
0.000
0.035
0.028
0.056 T12 123.333-120.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
8.631
6.780 12.060
0.000
0.000 0.000
0.035
0.028 0.056
T13 120.000-100.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
51.784
40.680
72.360
0.000
0.000
0.000
0.210
0.170
0.337
T14 100.000-80.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
51.784 40.680
72.360
0.000 0.000
0.000
0.210 0.170
0.337
T15 80.000-60.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
51.784 40.680
72.360
0.000 0.000
0.000
0.210 0.170
0.337 T16 60.000-40.000 A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
51.784
40.680
72.360
0.000
0.000
0.000
0.210
0.170
0.337 T17 40.000-20.000 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
51.784
40.680 72.360
0.000
0.000 0.000
0.210
0.170 0.337
T18 20.000-6.700 A
B C
0.000
0.000 0.000
0.000
0.000 0.000
31.070
24.408 43.416
0.000
0.000 0.000
0.126
0.102 0.202
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
14 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Tower Elevation
ft
Face AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
K
T19 6.700-0.000 A B
C
0.000 0.000
0.000
0.000 0.000
0.000
0.000 0.000
0.000
0.000 0.000
0.000
0.000 0.000
0.000
Feed Line/Linear Appurtenances Section Areas - With Ice
Tower
Section
Tower
Elevation
ft
Face
or
Leg
Ice
Thickness
in
AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
K
T1 300.000-280.000 A
B
C
0.621 0.000
0.000
0.000
0.000
0.000
0.000
28.518
0.000
0.000
0.000
0.000
0.000
0.184
0.000
0.000 T2 280.000-260.000 A
B C
0.617 0.000
0.000 0.000
0.000
0.000 0.000
46.291
17.853 17.853
0.000
0.000 0.000
0.274
0.091 0.091
T3 260.000-240.000 A
B C
0.612 0.000
0.000 0.000
0.000
0.000 0.000
46.173
17.821 59.340
0.000
0.000 0.000
0.272
0.090 0.725
T4 240.000-220.000 A B
C
0.607 0.000 0.000
0.000
0.000 0.000
0.000
46.046 47.920
79.335
0.000 0.000
0.000
0.270 0.517
0.944
T5 220.000-200.000 A B
C
0.602 0.000 0.000
0.000
0.000 0.000
0.000
97.213 47.846
79.223
0.000 0.000
0.000
0.745 0.515
0.941 T6 200.000-180.000 A
B
C
0.596 0.000
0.000
0.000
0.000
0.000
0.000
96.916
47.764
79.102
0.000
0.000
0.000
0.740
0.513
0.937 T7 180.000-160.000 A
B C
0.589 0.000
0.000 0.000
0.000
0.000 0.000
96.589
47.675 78.968
0.000
0.000 0.000
0.734
0.510 0.933
T8 160.000-140.000 A
B C
0.582 0.000
0.000 0.000
0.000
0.000 0.000
96.226
47.576 78.820
0.000
0.000 0.000
0.728
0.508 0.929
T9 140.000-133.333 A B
C
0.576 0.000 0.000
0.000
0.000 0.000
0.000
31.986 15.834
26.237
0.000 0.000
0.000
0.241 0.169
0.309
T10 133.333-126.667 A B
C
0.573 0.000 0.000
0.000
0.000 0.000
0.000
31.939 15.821
26.217
0.000 0.000
0.000
0.240 0.168
0.308 T11 126.667-123.333 A
B
C
0.571 0.000
0.000
0.000
0.000
0.000
0.000
15.951
7.906
13.101
0.000
0.000
0.000
0.120
0.084
0.154
T12 123.333-120.000 A
B C
0.570 0.000
0.000 0.000
0.000
0.000 0.000
15.938
7.902 13.096
0.000
0.000 0.000
0.120
0.084 0.154
T13 120.000-100.000 A
B C
0.564 0.000
0.000 0.000
0.000
0.000 0.000
95.345
47.335 78.460
0.000
0.000 0.000
0.714
0.501 0.918
T14 100.000-80.000 A B
C
0.553 0.000 0.000
0.000
0.000 0.000
0.000
94.789 47.183
78.233
0.000 0.000
0.000
0.705 0.497
0.912
T15 80.000-60.000 A B
C
0.539 0.000 0.000
0.000
0.000 0.000
0.000
94.109 46.997
77.955
0.000 0.000
0.000
0.693 0.492
0.904 T16 60.000-40.000 A
B
C
0.521 0.000
0.000
0.000
0.000
0.000
0.000
93.226
46.756
77.594
0.000
0.000
0.000
0.679
0.486
0.893 T17 40.000-20.000 A 0.495 0.000 0.000 91.942 0.000 0.659
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
15 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Tower Elevation
ft
Face or
Leg
Ice Thickness
in
AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
K
B C
0.000 0.000
0.000 0.000
46.405 77.068
0.000 0.000
0.477 0.878
T18 20.000-6.700 A B
C
0.457 0.000 0.000
0.000
0.000 0.000
0.000
54.022 27.530
45.774
0.000 0.000
0.000
0.378 0.278
0.514
T19 6.700-0.000 A B
C
0.398 0.000 0.000
0.000
0.000 0.000
0.000
0.000 0.000
0.000
0.000 0.000
0.000
0.000 0.000
0.000
Feed Line Center of Pressure
Section Elevation
ft
CPX
in
CPZ
in
CPX
Ice in
CPZ
Ice in
T1 300.000-280.000 -1.8273 0.5969 -1.8340 0.5581
T2 280.000-260.000 -0.0894 1.4884 -0.6793 0.7583 T3 260.000-240.000 -0.6272 2.1998 -0.7936 1.2658
T4 240.000-220.000 -0.2402 1.5531 -0.4562 0.9388
T5 220.000-200.000 -0.3873 0.4253 -0.5509 0.1047 T6 200.000-180.000 -0.3857 0.4235 -0.5487 0.1063
T7 180.000-160.000 -0.3816 0.4190 -0.5443 0.1076 T8 160.000-140.000 -0.3848 0.4225 -0.5467 0.1105
T9 140.000-133.333 -0.3848 0.4225 -0.5462 0.1122
T10 133.333-126.667 -0.3848 0.4225 -0.5460 0.1132 T11 126.667-123.333 -0.3848 0.4225 -0.5458 0.1139
T12 123.333-120.000 -0.3815 0.4189 -0.5424 0.1137 T13 120.000-100.000 -0.3791 0.4163 -0.5396 0.1150
T14 100.000-80.000 -0.3823 0.4197 -0.5417 0.1193
T15 80.000-60.000 -0.3823 0.4197 -0.5404 0.1237 T16 60.000-40.000 -0.3807 0.4181 -0.5371 0.1292
T17 40.000-20.000 -0.3823 0.4197 -0.5361 0.1383 T18 20.000-6.700 -0.3766 0.4136 -0.5245 0.1493
T19 6.700-0.000 0.0000 0.0000 0.0000 0.0000
Shielding Factor Ka
Tower
Section
Feed Line
Record No.
Description Feed Line
Segment Elev.
Ka
No Ice
Ka
Ice
T1 4 3/8" RET 280.00 - 300.00
0.6000 0.6000
T1 5 1/2" FIBER CABLE 280.00 - 300.00
0.6000 0.6000
T1 6 7/8" DC Cable 280.00 -
300.00
0.6000 0.6000
T1 7 1/2" FIBER CABLE 280.00 -
300.00
0.6000 0.6000
T2 1 2-1/4" Coax 260.00 -
280.00
0.6000 0.6000
T2 2 2-1/4" Coax 260.00 - 280.00
0.6000 0.6000
T2 3 2-1/4" Coax 260.00 - 0.6000 0.6000 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
16 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
280.00
T2 4 3/8" RET 260.00 - 280.00
0.6000 0.6000
T2 5 1/2" FIBER CABLE 260.00 - 280.00
0.6000 0.6000
T2 6 7/8" DC Cable 260.00 -
280.00
0.6000 0.6000
T2 7 1/2" FIBER CABLE 260.00 -
280.00
0.6000 0.6000
T3 1 2-1/4" Coax 240.00 -
260.00
0.6000 0.6000
T3 2 2-1/4" Coax 240.00 - 260.00
0.6000 0.6000
T3 3 2-1/4" Coax 240.00 - 260.00
0.6000 0.6000
T3 4 3/8" RET 240.00 -
260.00
0.6000 0.6000
T3 5 1/2" FIBER CABLE 240.00 -
260.00
0.6000 0.6000
T3 6 7/8" DC Cable 240.00 -
260.00
0.6000 0.6000
T3 7 1/2" FIBER CABLE 240.00 - 260.00
0.6000 0.6000
T3 9 1 5/8" coax 240.00 - 260.00
0.6000 0.6000
T4 1 2-1/4" Coax 220.00 -
240.00
0.6000 0.6000
T4 2 2-1/4" Coax 220.00 -
240.00
0.6000 0.6000
T4 3 2-1/4" Coax 220.00 -
240.00
0.6000 0.6000
T4 4 3/8" RET 220.00 - 240.00
0.6000 0.6000
T4 5 1/2" FIBER CABLE 220.00 - 240.00
0.6000 0.6000
T4 6 7/8" DC Cable 220.00 -
240.00
0.6000 0.6000
T4 7 1/2" FIBER CABLE 220.00 -
240.00
0.6000 0.6000
T4 9 1 5/8" coax 220.00 -
240.00
0.6000 0.6000
T4 11 1 5/8" coax 220.00 - 240.00
0.6000 0.6000
T4 12 1 5/8" coax 220.00 - 240.00
0.6000 0.6000
T5 1 2-1/4" Coax 200.00 -
220.00
0.6000 0.6000
T5 2 2-1/4" Coax 200.00 -
220.00
0.6000 0.6000
T5 3 2-1/4" Coax 200.00 -
220.00
0.6000 0.6000
T5 4 3/8" RET 200.00 - 220.00
0.6000 0.6000
T5 5 1/2" FIBER CABLE 200.00 - 220.00
0.6000 0.6000
T5 6 7/8" DC Cable 200.00 -
220.00
0.6000 0.6000
T5 7 1/2" FIBER CABLE 200.00 -
220.00
0.6000 0.6000
T5 9 1 5/8" coax 200.00 - 220.00
0.6000 0.6000
T5 11 1 5/8" coax 200.00 - 0.6000 0.6000 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
17 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
220.00
T5 12 1 5/8" coax 200.00 - 220.00
0.6000 0.6000
T5 14 1 5/8" coax 200.00 - 220.00
0.6000 0.6000
T5 15 3/8" RET 200.00 -
220.00
0.6000 0.6000
T5 16 3/4" FIBER CABLE 200.00 -
220.00
0.6000 0.6000
T5 17 1 1/4" Coax 200.00 -
220.00
0.6000 0.6000
T6 1 2-1/4" Coax 180.00 - 200.00
0.6000 0.6000
T6 2 2-1/4" Coax 180.00 - 200.00
0.6000 0.6000
T6 3 2-1/4" Coax 180.00 -
200.00
0.6000 0.6000
T6 4 3/8" RET 180.00 -
200.00
0.6000 0.6000
T6 5 1/2" FIBER CABLE 180.00 -
200.00
0.6000 0.6000
T6 6 7/8" DC Cable 180.00 - 200.00
0.6000 0.6000
T6 7 1/2" FIBER CABLE 180.00 - 200.00
0.6000 0.6000
T6 9 1 5/8" coax 180.00 -
200.00
0.6000 0.6000
T6 11 1 5/8" coax 180.00 -
200.00
0.6000 0.6000
T6 12 1 5/8" coax 180.00 -
200.00
0.6000 0.6000
T6 14 1 5/8" coax 180.00 - 200.00
0.6000 0.6000
T6 15 3/8" RET 180.00 - 200.00
0.6000 0.6000
T6 16 3/4" FIBER CABLE 180.00 -
200.00
0.6000 0.6000
T6 17 1 1/4" Coax 180.00 -
200.00
0.6000 0.6000
T7 1 2-1/4" Coax 160.00 -
180.00
0.6000 0.6000
T7 2 2-1/4" Coax 160.00 - 180.00
0.6000 0.6000
T7 3 2-1/4" Coax 160.00 - 180.00
0.6000 0.6000
T7 4 3/8" RET 160.00 -
180.00
0.6000 0.6000
T7 5 1/2" FIBER CABLE 160.00 -
180.00
0.6000 0.6000
T7 6 7/8" DC Cable 160.00 -
180.00
0.6000 0.6000
T7 7 1/2" FIBER CABLE 160.00 - 180.00
0.6000 0.6000
T7 9 1 5/8" coax 160.00 - 180.00
0.6000 0.6000
T7 11 1 5/8" coax 160.00 -
180.00
0.6000 0.6000
T7 12 1 5/8" coax 160.00 -
180.00
0.6000 0.6000
T7 14 1 5/8" coax 160.00 - 180.00
0.6000 0.6000
T7 15 3/8" RET 160.00 - 0.6000 0.6000 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
18 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
180.00
T7 16 3/4" FIBER CABLE 160.00 - 180.00
0.6000 0.6000
T7 17 1 1/4" Coax 160.00 - 180.00
0.6000 0.6000
T8 1 2-1/4" Coax 140.00 -
160.00
0.6000 0.6000
T8 2 2-1/4" Coax 140.00 -
160.00
0.6000 0.6000
T8 3 2-1/4" Coax 140.00 -
160.00
0.6000 0.6000
T8 4 3/8" RET 140.00 - 160.00
0.6000 0.6000
T8 5 1/2" FIBER CABLE 140.00 - 160.00
0.6000 0.6000
T8 6 7/8" DC Cable 140.00 -
160.00
0.6000 0.6000
T8 7 1/2" FIBER CABLE 140.00 -
160.00
0.6000 0.6000
T8 9 1 5/8" coax 140.00 -
160.00
0.6000 0.6000
T8 11 1 5/8" coax 140.00 - 160.00
0.6000 0.6000
T8 12 1 5/8" coax 140.00 - 160.00
0.6000 0.6000
T8 14 1 5/8" coax 140.00 -
160.00
0.6000 0.6000
T8 15 3/8" RET 140.00 -
160.00
0.6000 0.6000
T8 16 3/4" FIBER CABLE 140.00 -
160.00
0.6000 0.6000
T8 17 1 1/4" Coax 140.00 - 160.00
0.6000 0.6000
T9 1 2-1/4" Coax 133.33 - 140.00
0.6000 0.6000
T9 2 2-1/4" Coax 133.33 -
140.00
0.6000 0.6000
T9 3 2-1/4" Coax 133.33 -
140.00
0.6000 0.6000
T9 4 3/8" RET 133.33 -
140.00
0.6000 0.6000
T9 5 1/2" FIBER CABLE 133.33 - 140.00
0.6000 0.6000
T9 6 7/8" DC Cable 133.33 - 140.00
0.6000 0.6000
T9 7 1/2" FIBER CABLE 133.33 -
140.00
0.6000 0.6000
T9 9 1 5/8" coax 133.33 -
140.00
0.6000 0.6000
T9 11 1 5/8" coax 133.33 -
140.00
0.6000 0.6000
T9 12 1 5/8" coax 133.33 - 140.00
0.6000 0.6000
T9 14 1 5/8" coax 133.33 - 140.00
0.6000 0.6000
T9 15 3/8" RET 133.33 -
140.00
0.6000 0.6000
T9 16 3/4" FIBER CABLE 133.33 -
140.00
0.6000 0.6000
T9 17 1 1/4" Coax 133.33 - 140.00
0.6000 0.6000
T10 1 2-1/4" Coax 126.67 - 0.6000 0.6000 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
19 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
133.33
T10 2 2-1/4" Coax 126.67 - 133.33
0.6000 0.6000
T10 3 2-1/4" Coax 126.67 - 133.33
0.6000 0.6000
T10 4 3/8" RET 126.67 -
133.33
0.6000 0.6000
T10 5 1/2" FIBER CABLE 126.67 -
133.33
0.6000 0.6000
T10 6 7/8" DC Cable 126.67 -
133.33
0.6000 0.6000
T10 7 1/2" FIBER CABLE 126.67 - 133.33
0.6000 0.6000
T10 9 1 5/8" coax 126.67 - 133.33
0.6000 0.6000
T10 11 1 5/8" coax 126.67 -
133.33
0.6000 0.6000
T10 12 1 5/8" coax 126.67 -
133.33
0.6000 0.6000
T10 14 1 5/8" coax 126.67 -
133.33
0.6000 0.6000
T10 15 3/8" RET 126.67 - 133.33
0.6000 0.6000
T10 16 3/4" FIBER CABLE 126.67 - 133.33
0.6000 0.6000
T10 17 1 1/4" Coax 126.67 -
133.33
0.6000 0.6000
T11 1 2-1/4" Coax 123.33 -
126.67
0.6000 0.6000
T11 2 2-1/4" Coax 123.33 -
126.67
0.6000 0.6000
T11 3 2-1/4" Coax 123.33 - 126.67
0.6000 0.6000
T11 4 3/8" RET 123.33 - 126.67
0.6000 0.6000
T11 5 1/2" FIBER CABLE 123.33 -
126.67
0.6000 0.6000
T11 6 7/8" DC Cable 123.33 -
126.67
0.6000 0.6000
T11 7 1/2" FIBER CABLE 123.33 -
126.67
0.6000 0.6000
T11 9 1 5/8" coax 123.33 - 126.67
0.6000 0.6000
T11 11 1 5/8" coax 123.33 - 126.67
0.6000 0.6000
T11 12 1 5/8" coax 123.33 -
126.67
0.6000 0.6000
T11 14 1 5/8" coax 123.33 -
126.67
0.6000 0.6000
T11 15 3/8" RET 123.33 -
126.67
0.6000 0.6000
T11 16 3/4" FIBER CABLE 123.33 - 126.67
0.6000 0.6000
T11 17 1 1/4" Coax 123.33 - 126.67
0.6000 0.6000
T12 1 2-1/4" Coax 120.00 -
123.33
0.6000 0.6000
T12 2 2-1/4" Coax 120.00 -
123.33
0.6000 0.6000
T12 3 2-1/4" Coax 120.00 - 123.33
0.6000 0.6000
T12 4 3/8" RET 120.00 - 0.6000 0.6000 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
20 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
123.33
T12 5 1/2" FIBER CABLE 120.00 - 123.33
0.6000 0.6000
T12 6 7/8" DC Cable 120.00 - 123.33
0.6000 0.6000
T12 7 1/2" FIBER CABLE 120.00 -
123.33
0.6000 0.6000
T12 9 1 5/8" coax 120.00 -
123.33
0.6000 0.6000
T12 11 1 5/8" coax 120.00 -
123.33
0.6000 0.6000
T12 12 1 5/8" coax 120.00 - 123.33
0.6000 0.6000
T12 14 1 5/8" coax 120.00 - 123.33
0.6000 0.6000
T12 15 3/8" RET 120.00 -
123.33
0.6000 0.6000
T12 16 3/4" FIBER CABLE 120.00 -
123.33
0.6000 0.6000
T12 17 1 1/4" Coax 120.00 -
123.33
0.6000 0.6000
T13 1 2-1/4" Coax 100.00 - 120.00
0.6000 0.6000
T13 2 2-1/4" Coax 100.00 - 120.00
0.6000 0.6000
T13 3 2-1/4" Coax 100.00 -
120.00
0.6000 0.6000
T13 4 3/8" RET 100.00 -
120.00
0.6000 0.6000
T13 5 1/2" FIBER CABLE 100.00 -
120.00
0.6000 0.6000
T13 6 7/8" DC Cable 100.00 - 120.00
0.6000 0.6000
T13 7 1/2" FIBER CABLE 100.00 - 120.00
0.6000 0.6000
T13 9 1 5/8" coax 100.00 -
120.00
0.6000 0.6000
T13 11 1 5/8" coax 100.00 -
120.00
0.6000 0.6000
T13 12 1 5/8" coax 100.00 -
120.00
0.6000 0.6000
T13 14 1 5/8" coax 100.00 - 120.00
0.6000 0.6000
T13 15 3/8" RET 100.00 - 120.00
0.6000 0.6000
T13 16 3/4" FIBER CABLE 100.00 -
120.00
0.6000 0.6000
T13 17 1 1/4" Coax 100.00 -
120.00
0.6000 0.6000
T14 1 2-1/4" Coax 80.00 - 100.00 0.6000 0.6000
T14 2 2-1/4" Coax 80.00 - 100.00 0.6000 0.6000
T14 3 2-1/4" Coax 80.00 - 100.00 0.6000 0.6000 T14 4 3/8" RET 80.00 - 100.00 0.6000 0.6000
T14 5 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 T14 6 7/8" DC Cable 80.00 - 100.00 0.6000 0.6000
T14 7 1/2" FIBER CABLE 80.00 - 100.00 0.6000 0.6000
T14 9 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T14 11 1 5/8" coax 80.00 - 100.00 0.6000 0.6000
T14 12 1 5/8" coax 80.00 - 100.00 0.6000 0.6000
T14 14 1 5/8" coax 80.00 - 100.00 0.6000 0.6000 T14 15 3/8" RET 80.00 - 100.00 0.6000 0.6000
T14 16 3/4" FIBER CABLE 80.00 - 100.00 0.6000 0.6000 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
21 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T14 17 1 1/4" Coax 80.00 - 100.00 0.6000 0.6000
T15 1 2-1/4" Coax 60.00 - 80.00 0.6000 0.6000 T15 2 2-1/4" Coax 60.00 - 80.00 0.6000 0.6000
T15 3 2-1/4" Coax 60.00 - 80.00 0.6000 0.6000 T15 4 3/8" RET 60.00 - 80.00 0.6000 0.6000
T15 5 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000
T15 6 7/8" DC Cable 60.00 - 80.00 0.6000 0.6000 T15 7 1/2" FIBER CABLE 60.00 - 80.00 0.6000 0.6000
T15 9 1 5/8" coax 60.00 - 80.00 0.6000 0.6000
T15 11 1 5/8" coax 60.00 - 80.00 0.6000 0.6000
T15 12 1 5/8" coax 60.00 - 80.00 0.6000 0.6000
T15 14 1 5/8" coax 60.00 - 80.00 0.6000 0.6000 T15 15 3/8" RET 60.00 - 80.00 0.6000 0.6000
T15 16 3/4" FIBER CABLE 60.00 - 80.00 0.6000 0.6000 T15 17 1 1/4" Coax 60.00 - 80.00 0.6000 0.6000
T16 1 2-1/4" Coax 40.00 - 60.00 0.6000 0.6000
T16 2 2-1/4" Coax 40.00 - 60.00 0.6000 0.6000 T16 3 2-1/4" Coax 40.00 - 60.00 0.6000 0.6000
T16 4 3/8" RET 40.00 - 60.00 0.6000 0.6000 T16 5 1/2" FIBER CABLE 40.00 - 60.00 0.6000 0.6000
T16 6 7/8" DC Cable 40.00 - 60.00 0.6000 0.6000
T16 7 1/2" FIBER CABLE 40.00 - 60.00 0.6000 0.6000 T16 9 1 5/8" coax 40.00 - 60.00 0.6000 0.6000
T16 11 1 5/8" coax 40.00 - 60.00 0.6000 0.6000 T16 12 1 5/8" coax 40.00 - 60.00 0.6000 0.6000
T16 14 1 5/8" coax 40.00 - 60.00 0.6000 0.6000
T16 15 3/8" RET 40.00 - 60.00 0.6000 0.6000
T16 16 3/4" FIBER CABLE 40.00 - 60.00 0.6000 0.6000
T16 17 1 1/4" Coax 40.00 - 60.00 0.6000 0.6000 T17 1 2-1/4" Coax 20.00 - 40.00 0.6000 0.6000
T17 2 2-1/4" Coax 20.00 - 40.00 0.6000 0.6000
T17 3 2-1/4" Coax 20.00 - 40.00 0.6000 0.6000 T17 4 3/8" RET 20.00 - 40.00 0.6000 0.6000
T17 5 1/2" FIBER CABLE 20.00 - 40.00 0.6000 0.6000 T17 6 7/8" DC Cable 20.00 - 40.00 0.6000 0.6000
T17 7 1/2" FIBER CABLE 20.00 - 40.00 0.6000 0.6000
T17 9 1 5/8" coax 20.00 - 40.00 0.6000 0.6000 T17 11 1 5/8" coax 20.00 - 40.00 0.6000 0.6000
T17 12 1 5/8" coax 20.00 - 40.00 0.6000 0.6000 T17 14 1 5/8" coax 20.00 - 40.00 0.6000 0.6000
T17 15 3/8" RET 20.00 - 40.00 0.6000 0.6000
T17 16 3/4" FIBER CABLE 20.00 - 40.00 0.6000 0.6000 T17 17 1 1/4" Coax 20.00 - 40.00 0.6000 0.6000
T18 1 2-1/4" Coax 8.00 - 20.00 0.6000 0.6000 T18 2 2-1/4" Coax 8.00 - 20.00 0.6000 0.6000
T18 3 2-1/4" Coax 8.00 - 20.00 0.6000 0.6000
T18 4 3/8" RET 8.00 - 20.00 0.6000 0.6000 T18 5 1/2" FIBER CABLE 8.00 - 20.00 0.6000 0.6000
T18 6 7/8" DC Cable 8.00 - 20.00 0.6000 0.6000 T18 7 1/2" FIBER CABLE 8.00 - 20.00 0.6000 0.6000
T18 9 1 5/8" coax 8.00 - 20.00 0.6000 0.6000
T18 11 1 5/8" coax 8.00 - 20.00 0.6000 0.6000 T18 12 1 5/8" coax 8.00 - 20.00 0.6000 0.6000
T18 14 1 5/8" coax 8.00 - 20.00 0.6000 0.6000 T18 15 3/8" RET 8.00 - 20.00 0.6000 0.6000
T18 16 3/4" FIBER CABLE 8.00 - 20.00 0.6000 0.6000
T18 17 1 1/4" Coax 8.00 - 20.00 0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
22 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Discrete Tower Loads
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral
Vert ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
4' Lightning Rod A From Leg 0.000
0.000 2.000
0.0000 300.000 No Ice
1/2'' Ice
0.590
0.610
0.590
0.610
0.008
0.010
Beacon (.035k 2.250CAAA) B From Leg 0.000
0.000 0.500
0.0000 300.000 No Ice
1/2'' Ice
2.250
2.500
2.250
2.500
0.035
0.450
*** 742 989 w/Mount Pipe
(ATT)
A From Leg 4.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
742 989 w/Mount Pipe
(ATT)
B From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
742 989 w/Mount Pipe
(ATT)
C From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
KMW EPBQ-652L8H8 (ATT)
A From Leg 4.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
11.980 12.617
7.380 7.987
0.062 0.128
KMW EPBQ-652L8H8 (ATT)
B From Leg 4.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
11.980 12.617
7.380 7.987
0.062 0.128
KMW EPBQ-652L8H8
(ATT)
C From Leg 4.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
11.980
12.617
7.380
7.987
0.062
0.128
SBNHH-1D65C w/ Mount
Pipe (ATT)
A From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
11.588
12.306
9.793
11.311
0.099
0.188
SBNHH-1D65C w/ Mount
Pipe (ATT)
B From Leg 4.000
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
11.588
12.306
9.793
11.311
0.099
0.188
SBNHH-1D65C w/ Mount Pipe
(ATT)
C From Leg 4.000 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
11.588 12.306
9.793 11.311
0.099 0.188
RRUS 11 (ATT)
A From Leg 3.500 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
2.784 2.992
1.187 1.334
0.051 0.071
RRUS 11
(ATT)
B From Leg 3.500
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
2.784
2.992
1.187
1.334
0.051
0.071
RRUS 11
(ATT)
C From Leg 3.500
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
2.784
2.992
1.187
1.334
0.051
0.071
(2) DC6-48-60-18-8F
(ATT)
C From Leg 3.500
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
2.200
2.398
2.200
2.398
0.019
0.041
Ericsson RRUS32 B66 (ATT)
A From Leg 3.500 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
2.857 3.083
1.777 1.968
0.055 0.077
Ericsson RRUS32 B66 (ATT)
A From Leg 3.500 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
2.857 3.083
1.777 1.968
0.055 0.077
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
23 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
Ericsson RRUS32 B66
(ATT)
B From Leg 3.500
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
2.857
3.083
1.777
1.968
0.055
0.077
RRUS 32
(ATT)
B From Leg 3.500
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
2.692
2.912
1.573
1.756
0.060
0.080
RRUS 32 (ATT)
B From Leg 3.500 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
2.692 2.912
1.573 1.756
0.060 0.080
RRUS 32
(ATT)
C From Leg 3.500
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
2.692
2.912
1.573
1.756
0.060
0.080
RRUS 32 B2
(ATT)
C From Leg 3.500
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.314
3.558
2.424
2.638
0.077
0.105
RRUS 32 B2
(ATT)
C From Leg 3.500
0.000 0.000
0.0000 300.000 No Ice
1/2'' Ice
3.314
3.558
2.424
2.638
0.077
0.105
RRUS 32 B2 (ATT)
C From Leg 3.500 0.000
0.000
0.0000 300.000 No Ice 1/2'' Ice
3.314 3.558
2.424 2.638
0.077 0.105
SM 407-3
(ATT)
A From Leg 0.000
0.000
0.000
0.0000 300.000 No Ice
1/2'' Ice
20.490
30.390
20.490
30.390
0.956
1.376
SM 407-3
(ATT)
A From Leg 0.000
0.000
0.000
0.0000 280.000 No Ice
1/2'' Ice
20.490
30.390
20.490
30.390
0.956
1.376
***
(4) Powerwave 7745.00 w/ Pipe Mount
(T-Mobile)
A From Leg 4.000 0.000
0.000
0.0000 260.000 No Ice 1/2'' Ice
7.034 7.580
8.676 9.942
0.066 0.133
(4) Powerwave 7745.00 w/ Pipe Mount
(T-Mobile)
B From Leg 4.000 0.000
0.000
0.0000 260.000 No Ice 1/2'' Ice
7.034 7.580
8.676 9.942
0.066 0.133
(4) Powerwave 7745.00 w/
Pipe Mount
(T-Mobile)
C From Leg 4.000
0.000
0.000
0.0000 260.000 No Ice
1/2'' Ice
7.034
7.580
8.676
9.942
0.066
0.133
Powerwave LGP 186nn
(T-Mobile)
A From Leg 3.500
0.000 0.000
0.0000 260.000 No Ice
1/2'' Ice
0.750
0.870
0.200
0.270
0.010
0.015
Powerwave LGP 186nn
(T-Mobile)
B From Leg 3.500
0.000 0.000
0.0000 260.000 No Ice
1/2'' Ice
0.750
0.870
0.200
0.270
0.010
0.015
Powerwave LGP 186nn (T-Mobile)
C From Leg 3.500 0.000
0.000
0.0000 260.000 No Ice 1/2'' Ice
0.750 0.870
0.200 0.270
0.010 0.015
SM 407-3 (T-Mobile)
C From Leg 0.000 0.000
0.000
0.0000 260.000 No Ice 1/2'' Ice
20.490 30.390
20.490 30.390
0.956 1.376
***
(2) CSA PCSA065-16-0
(Verizon)
A From Leg 4.000
0.000 0.000
0.0000 240.000 No Ice
1/2'' Ice
6.470
6.940
5.850
6.330
0.025
0.069
(2) CSA PCSA065-16-0
(Verizon)
B From Leg 4.000
0.000 0.000
0.0000 240.000 No Ice
1/2'' Ice
6.470
6.940
5.850
6.330
0.025
0.069
(2) CSA PCSA065-16-0 C From Leg 4.000 0.0000 240.000 No Ice 6.470 5.850 0.025 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
24 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
(Verizon) 0.000
0.000
1/2'' Ice 6.940 6.330 0.069
(2) Antel BXA-70063/8CF-2
w/Pipe Mount (.024k,
10.68CAAA)
(Verizon)
A From Leg 4.000
0.000
0.000
0.0000 240.000 No Ice
1/2'' Ice
10.683
11.300
7.421
8.817
0.053
0.128
(2) Antel BXA-70063/8CF-2 w/Pipe Mount (.024k,
10.68CAAA) (Verizon)
B From Leg 4.000 0.000
0.000
0.0000 240.000 No Ice 1/2'' Ice
10.683 11.300
7.421 8.817
0.053 0.128
(2) Antel BXA-70063/8CF-2
w/Pipe Mount (.024k, 10.68CAAA)
(Verizon)
C From Leg 4.000
0.000 0.000
0.0000 240.000 No Ice
1/2'' Ice
10.683
11.300
7.421
8.817
0.053
0.128
(2) Commscope 641280-DF
(Verizon)
A From Leg 3.500
0.000
0.000
0.0000 240.000 No Ice
1/2'' Ice
0.444
0.529
0.127
0.180
0.004
0.008
(2) Commscope 641280-DF
(Verizon)
B From Leg 3.500
0.000 0.000
0.0000 240.000 No Ice
1/2'' Ice
0.444
0.529
0.127
0.180
0.004
0.008
(2) Commscope 641280-DF
(Verizon)
C From Leg 3.500
0.000
0.000
0.0000 240.000 No Ice
1/2'' Ice
0.444
0.529
0.127
0.180
0.004
0.008
SM 407-3 (Verizon)
C From Leg 0.000 0.000
0.000
0.0000 240.000 No Ice 1/2'' Ice
20.490 30.390
20.490 30.390
0.956 1.376
*** 741 989 w/Mount Pipe
(ATMC)
A From Leg 4.000
0.000 0.000
0.0000 220.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
741 989 w/Mount Pipe
(ATMC)
B From Leg 4.000
0.000 0.000
0.0000 220.000 No Ice
1/2'' Ice
3.786
4.400
3.389
4.428
0.042
0.078
741 989 w/Mount Pipe (ATMC)
C From Leg 4.000 0.000
0.000
0.0000 220.000 No Ice 1/2'' Ice
3.786 4.400
3.389 4.428
0.042 0.078
Kathrein 800 10309V01 w/ Mount Pipe
(ATMC)
A From Leg 4.000 0.000
0.000
0.0000 220.000 No Ice 1/2'' Ice
7.786 8.348
5.408 6.595
0.055 0.113
Kathrein 800 10309V01 w/
Mount Pipe
(ATMC)
B From Leg 4.000
0.000
0.000
0.0000 220.000 No Ice
1/2'' Ice
7.786
8.348
5.408
6.595
0.055
0.113
Kathrein 800 10309V01 w/
Mount Pipe (ATMC)
C From Leg 4.000
0.000 0.000
0.0000 220.000 No Ice
1/2'' Ice
7.786
8.348
5.408
6.595
0.055
0.113
RRUS 11
(ATMC)
A From Leg 3.500
0.000 0.000
0.0000 220.000 No Ice
1/2'' Ice
2.784
2.992
1.187
1.334
0.051
0.071
RRUS 11 (ATMC)
B From Leg 3.500 0.000
0.000
0.0000 220.000 No Ice 1/2'' Ice
2.784 2.992
1.187 1.334
0.051 0.071
RRUS 11 (ATMC)
C From Leg 3.500 0.000
0.000
0.0000 220.000 No Ice 1/2'' Ice
2.784 2.992
1.187 1.334
0.051 0.071
DC6-48-60-18-8F (ATMC)
C From Leg 3.500 0.000
0.000
0.0000 220.000 No Ice 1/2'' Ice
2.200 2.398
2.200 2.398
0.019 0.041
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
25 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft
ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
K
SM 407-3
(ATMC)
C From Leg 0.000
0.000 0.000
0.0000 220.000 No Ice
1/2'' Ice
20.490
30.390
20.490
30.390
0.956
1.376
Load Combinations
Comb. No.
Description
1 Dead Only
2 1.2 Dead+1.6 Wind 0 deg - No Ice+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy
4 1.2 Dead+1.6 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy
6 1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy
7 1.2 Dead+1.6 Wind 150 deg - No Ice+1.0 Guy 8 1.2 Dead+1.6 Wind 180 deg - No Ice+1.0 Guy
9 1.2 Dead+1.6 Wind 210 deg - No Ice+1.0 Guy 10 1.2 Dead+1.6 Wind 240 deg - No Ice+1.0 Guy
11 1.2 Dead+1.6 Wind 270 deg - No Ice+1.0 Guy
12 1.2 Dead+1.6 Wind 300 deg - No Ice+1.0 Guy 13 1.2 Dead+1.6 Wind 330 deg - No Ice+1.0 Guy
14 1.2 Dead+1.0 Ice+1.0 Temp+Guy 15 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+1.0 Guy
16 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy
17 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy 18 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp+1.0 Guy
19 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp+1.0 Guy 20 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp+1.0 Guy
21 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp+1.0 Guy
22 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy 23 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp+1.0 Guy
24 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp+1.0 Guy 25 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp+1.0 Guy
26 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp+1.0 Guy
27 Dead+Wind 0 deg - Service+Guy
28 Dead+Wind 30 deg - Service+Guy
29 Dead+Wind 60 deg - Service+Guy 30 Dead+Wind 90 deg - Service+Guy
31 Dead+Wind 120 deg - Service+Guy
32 Dead+Wind 150 deg - Service+Guy 33 Dead+Wind 180 deg - Service+Guy
34 Dead+Wind 210 deg - Service+Guy 35 Dead+Wind 240 deg - Service+Guy
36 Dead+Wind 270 deg - Service+Guy
37 Dead+Wind 300 deg - Service+Guy 38 Dead+Wind 330 deg - Service+Guy
Maximum Reactions Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
26 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Location Condition Gov.
Load Comb.
Vertical
K
Horizontal, X
K
Horizontal, Z
K
Mast Max. Vert 2 222.420 0.004 1.254
Max. Hx 12 192.301 1.976 1.120 Max. Hz 2 222.420 0.004 1.254
Max. Mx 1 0.000 -0.006 0.001
Max. Mz 1 0.000 -0.006 0.001 Max. Torsion 13 1.692 1.286 1.197
Min. Vert 1 113.357 -0.006 0.001
Min. Hx 4 193.152 -2.042 1.187
Min. Hz 8 195.127 0.012 -2.460
Min. Mx 1 0.000 -0.006 0.001 Min. Mz 1 0.000 -0.006 0.001
Min. Torsion 7 -1.373 -0.403 -1.708 Guy C @ 240 ft
Elev 0 ft
Azimuth 240 deg
Max. Vert 10 -6.241 -4.062 2.345
Max. Hx 10 -6.241 -4.062 2.345
Max. Hz 3 -96.019 -103.533 62.364 Min. Vert 4 -96.716 -104.472 60.323
Min. Hx 4 -96.716 -104.472 60.323
Min. Hz 10 -6.241 -4.062 2.345 Guy B @ 240 ft
Elev 0 ft Azimuth 120 deg
Max. Vert 6 -6.282 4.123 2.381
Max. Hx 13 -96.317 103.509 62.305
Max. Hz 13 -96.317 103.509 62.305
Min. Vert 13 -96.317 103.509 62.305
Min. Hx 6 -6.282 4.123 2.381 Min. Hz 6 -6.282 4.123 2.381
Guy A @ 240 ft
Elev 0 ft Azimuth 0 deg
Max. Vert 2 -6.146 -0.001 -4.563
Max. Hx 11 -51.918 4.750 -62.765 Max. Hz 2 -6.146 -0.001 -4.563
Min. Vert 8 -99.220 0.028 -124.389
Min. Hx 5 -51.872 -4.749 -62.771 Min. Hz 8 -99.220 0.028 -124.389
Tower Mast Reaction Summary
Load
Combination
Vertical
K
Shearx
K
Shearz
K
Overturning
Moment, Mx kip-ft
Overturning
Moment, Mz kip-ft
Torque
kip-ft
Dead Only 113.357 0.006 -0.001 0.000 0.000 -0.085
1.2 Dead+1.6 Wind 0 deg - No
Ice+1.0 Guy
222.420 -0.004 -1.254 0.000 0.000 -1.112
1.2 Dead+1.6 Wind 30 deg - No
Ice+1.0 Guy
209.890 1.294 -1.203 0.000 0.000 -0.342
1.2 Dead+1.6 Wind 60 deg - No
Ice+1.0 Guy
193.152 2.042 -1.187 0.000 0.000 -0.032
1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy
206.084 1.702 -0.443 0.000 0.000 0.231
1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy
214.746 1.216 0.694 0.000 0.000 0.885
1.2 Dead+1.6 Wind 150 deg -
No Ice+1.0 Guy
210.247 0.403 1.708 0.000 0.000 1.373
1.2 Dead+1.6 Wind 180 deg - 195.127 -0.012 2.460 0.000 0.000 0.996 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
27 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Load Combination
Vertical
K
Shearx
K
Shearz
K
Overturning Moment, Mx
kip-ft
Overturning Moment, Mz
kip-ft
Torque
kip-ft
No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg -
No Ice+1.0 Guy
210.010 -0.387 1.722 0.000 0.000 0.025
1.2 Dead+1.6 Wind 240 deg -
No Ice+1.0 Guy
217.308 -1.165 0.683 0.000 0.000 -0.294
1.2 Dead+1.6 Wind 270 deg - No Ice+1.0 Guy
206.165 -1.695 -0.425 0.000 0.000 -0.541
1.2 Dead+1.6 Wind 300 deg -
No Ice+1.0 Guy
192.301 -1.976 -1.120 0.000 0.000 -1.337
1.2 Dead+1.6 Wind 330 deg -
No Ice+1.0 Guy
210.221 -1.286 -1.197 0.000 0.000 -1.692
1.2 Dead+1.0 Ice+1.0
Temp+Guy
169.687 0.016 -0.009 0.000 0.000 -0.122
1.2 Dead+1.0 Wind 0 deg+1.0
Ice+1.0 Temp+1.0 Guy
170.164 0.016 -0.129 0.000 0.000 -0.182
1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy
169.907 0.074 -0.111 0.000 0.000 -0.141
1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy
169.651 0.115 -0.066 0.000 0.000 -0.138
1.2 Dead+1.0 Wind 90 deg+1.0
Ice+1.0 Temp+1.0 Guy
169.907 0.128 -0.009 0.000 0.000 -0.131
1.2 Dead+1.0 Wind 120
deg+1.0 Ice+1.0 Temp+1.0 Guy
170.166 0.116 0.049 0.000 0.000 -0.080
1.2 Dead+1.0 Wind 150
deg+1.0 Ice+1.0 Temp+1.0 Guy
169.907 0.075 0.093 0.000 0.000 -0.040
1.2 Dead+1.0 Wind 180
deg+1.0 Ice+1.0 Temp+1.0 Guy
169.649 0.016 0.110 0.000 0.000 -0.063
1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy
169.901 -0.043 0.093 0.000 0.000 -0.103
1.2 Dead+1.0 Wind 240
deg+1.0 Ice+1.0 Temp+1.0 Guy
170.157 -0.084 0.049 0.000 0.000 -0.107
1.2 Dead+1.0 Wind 270
deg+1.0 Ice+1.0 Temp+1.0 Guy
169.898 -0.097 -0.008 0.000 0.000 -0.114
1.2 Dead+1.0 Wind 300
deg+1.0 Ice+1.0 Temp+1.0 Guy
169.644 -0.083 -0.065 0.000 0.000 -0.164
1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp+1.0 Guy
169.903 -0.043 -0.110 0.000 0.000 -0.205
Dead+Wind 0 deg - Service+Guy
114.528 0.005 -0.428 0.000 0.000 -0.225
Dead+Wind 30 deg -
Service+Guy
114.315 0.209 -0.356 0.000 0.000 -0.111
Dead+Wind 60 deg -
Service+Guy
114.146 0.348 -0.200 0.000 0.000 -0.064
Dead+Wind 90 deg -
Service+Guy
114.299 0.389 -0.001 0.000 0.000 -0.026
Dead+Wind 120 deg - Service+Guy
114.504 0.343 0.193 0.000 0.000 0.068
Dead+Wind 150 deg - Service+Guy
114.318 0.210 0.349 0.000 0.000 0.130
Dead+Wind 180 deg -
Service+Guy
114.169 0.006 0.417 0.000 0.000 0.059
Dead+Wind 210 deg -
Service+Guy
114.311 -0.199 0.352 0.000 0.000 -0.055
Dead+Wind 240 deg -
Service+Guy
114.503 -0.344 0.201 0.000 0.000 -0.103
Dead+Wind 270 deg - Service+Guy
114.289 -0.378 -0.000 0.000 0.000 -0.140
Dead+Wind 300 deg -
Service+Guy
114.131 -0.324 -0.191 0.000 0.000 -0.235
Dead+Wind 330 deg -
Service+Guy
114.313 -0.197 -0.353 0.000 0.000 -0.296
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
28 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Solution Summary
Load
Comb.
Sum of Applied Forces Sum of Reactions % Error PX
K
PY
K
PZ
K
PX
K
PY
K
PZ
K
1 0.000 -43.344 0.000 -0.000 43.343 -0.000 0.001% 2 0.012 -51.570 -107.814 -0.012 51.570 107.809 0.004%
3 52.638 -50.543 -91.090 -52.639 50.543 91.086 0.004%
4 89.571 -49.517 -51.680 -89.571 49.517 51.682 0.001%
5 100.936 -50.543 -0.012 -100.933 50.543 0.014 0.003%
6 87.647 -51.570 50.555 -87.643 51.570 -50.553 0.004% 7 52.618 -50.543 91.078 -52.614 50.543 -91.076 0.004%
8 -0.012 -49.517 107.659 0.017 49.517 -107.660 0.004% 9 -52.638 -50.543 91.090 52.635 50.543 -91.088 0.004%
10 -89.705 -51.570 51.758 89.702 51.570 -51.755 0.004%
11 -100.936 -50.543 0.012 100.933 50.543 -0.010 0.003% 12 -87.513 -49.517 -50.478 87.514 49.517 50.476 0.002%
13 -52.618 -50.543 -91.078 52.618 50.543 91.074 0.004% 14 0.000 -84.909 0.000 0.000 84.909 0.000 0.000%
15 0.000 -84.989 -5.151 -0.000 84.989 5.149 0.002%
16 2.547 -84.909 -4.408 -2.546 84.909 4.407 0.002% 17 4.344 -84.829 -2.507 -4.343 84.829 2.506 0.002%
18 4.987 -84.909 -0.000 -4.986 84.909 0.000 0.002% 19 4.372 -84.989 2.522 -4.370 84.989 -2.522 0.002%
20 2.560 -84.909 4.432 -2.559 84.909 -4.431 0.002%
21 -0.000 -84.829 5.147 0.000 84.829 -5.145 0.002%
22 -2.547 -84.909 4.408 2.546 84.909 -4.407 0.002%
23 -4.348 -84.989 2.509 4.346 84.989 -2.508 0.002% 24 -4.987 -84.909 0.000 4.982 84.909 -0.000 0.007%
25 -4.368 -84.829 -2.520 4.363 84.829 2.517 0.007%
26 -2.560 -84.909 -4.432 2.559 84.909 4.431 0.002% 27 0.001 -43.470 -13.310 -0.001 43.470 13.307 0.008%
28 6.499 -43.344 -11.246 -6.499 43.344 11.243 0.005% 29 11.058 -43.217 -6.380 -11.055 43.217 6.379 0.008%
30 12.461 -43.344 -0.001 -12.459 43.344 0.002 0.005%
31 10.821 -43.470 6.241 -10.818 43.470 -6.240 0.007% 32 6.496 -43.344 11.244 -6.494 43.344 -11.243 0.005%
33 -0.001 -43.217 13.291 0.002 43.217 -13.288 0.008% 34 -6.499 -43.344 11.246 6.497 43.344 -11.245 0.005%
35 -11.075 -43.470 6.390 11.072 43.470 -6.388 0.007%
36 -12.461 -43.344 0.001 12.459 43.344 -0.000 0.004% 37 -10.804 -43.217 -6.232 10.801 43.217 6.230 0.008%
38 -6.496 -43.344 -11.244 6.496 43.344 11.242 0.005%
Non-Linear Convergence Results
Load
Combination
Converged? Number
of Cycles
Displacement
Tolerance
Force
Tolerance
1 Yes 7 0.00000001 0.00004007 2 Yes 16 0.00007142 0.00013382
3 Yes 16 0.00007024 0.00011346
4 Yes 12 0.00000001 0.00007000 5 Yes 16 0.00006647 0.00010675
6 Yes 16 0.00006488 0.00012392 7 Yes 16 0.00006873 0.00011161
8 Yes 12 0.00014028 0.00014322 Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
29 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
9 Yes 16 0.00007012 0.00011324
10 Yes 16 0.00006756 0.00012617 11 Yes 16 0.00006611 0.00010596
12 Yes 12 0.00008811 0.00010120 13 Yes 16 0.00006866 0.00011116
14 Yes 6 0.00000001 0.00012594
15 Yes 9 0.00000001 0.00004205 16 Yes 9 0.00000001 0.00004041
17 Yes 9 0.00000001 0.00003821 18 Yes 9 0.00000001 0.00004072
19 Yes 9 0.00000001 0.00004393
20 Yes 9 0.00000001 0.00003997 21 Yes 9 0.00000001 0.00003282
22 Yes 9 0.00000001 0.00002981 23 Yes 9 0.00000001 0.00002853
24 Yes 8 0.00000001 0.00006202
25 Yes 8 0.00000001 0.00006459 26 Yes 9 0.00000001 0.00003411
27 Yes 9 0.00000001 0.00009487
28 Yes 9 0.00000001 0.00005906 29 Yes 8 0.00000001 0.00006382
30 Yes 9 0.00000001 0.00005233 31 Yes 9 0.00000001 0.00007612
32 Yes 9 0.00000001 0.00006312
33 Yes 8 0.00000001 0.00006614 34 Yes 9 0.00000001 0.00005605
35 Yes 9 0.00000001 0.00007840 36 Yes 9 0.00000001 0.00004756
37 Yes 8 0.00000001 0.00005729
38 Yes 9 0.00000001 0.00005911
Maximum Tower Deflections - Service Wind
Section
No.
Elevation
ft
Horz.
Deflection in
Gov.
Load Comb.
Tilt
°
Twist
°
T1 300 - 280 1.480 37 0.0211 0.0924
T2 280 - 260 1.440 37 0.0356 0.0910 T3 260 - 240 1.541 33 0.0277 0.1134
T4 240 - 220 1.559 33 0.0251 0.1180 T5 220 - 200 1.603 33 0.0210 0.1540
T6 200 - 180 1.551 33 0.0265 0.1497
T7 180 - 160 1.404 33 0.0319 0.1457 T8 160 - 140 1.299 33 0.0253 0.1481
T9 140 - 133.333 1.193 27 0.0317 0.1387 T10 133.333 - 126.667 1.149 27 0.0322 0.1350
T11 126.667 - 123.333 1.103 27 0.0301 0.1312
T12 123.333 - 120 1.081 27 0.0277 0.1308 T13 120 - 100 1.063 27 0.0244 0.1321
T14 100 - 80 1.002 27 0.0146 0.1278 T15 80 - 60 0.927 27 0.0271 0.1136
T16 60 - 40 0.775 27 0.0411 0.0978
T17 40 - 20 0.588 27 0.0528 0.0807 T18 20 - 6.7 0.328 27 0.0710 0.0607
T19 6.7 - 0 0.114 27 0.0789 0.0480
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
30 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Critical Deflections and Radius of Curvature - Service Wind
Elevation
ft
Appurtenance Gov.
Load Comb.
Deflection
in
Tilt
°
Twist
°
Radius of
Curvature ft
300.000 4' Lightning Rod 37 1.480 0.0211 0.0924 127888
286.667 Guy 37 1.444 0.0329 0.0883 47958 280.000 SM 407-3 37 1.440 0.0356 0.0910 36558
260.000 (4) Powerwave 7745.00 w/ Pipe Mount
33 1.541 0.0277 0.1134 27744
240.000 (2) CSA PCSA065-16-0 33 1.559 0.0251 0.1180 42079
236.667 Guy 33 1.565 0.0249 0.1228 52586 220.000 741 989 w/Mount Pipe 33 1.603 0.0210 0.1540 32606
176.667 Guy 33 1.383 0.0310 0.1457 58753 116.667 Guy 27 1.048 0.0212 0.1875 42489
56.667 Guy 27 0.747 0.0429 0.0940 240414
Maximum Tower Deflections - Design Wind
Section No.
Elevation
ft
Horz. Deflection
in
Gov. Load
Comb.
Tilt
°
Twist
°
T1 300 - 280 27.600 6 0.2975 0.8686 T2 280 - 260 27.522 2 0.1765 0.8311
T3 260 - 240 28.222 2 0.1809 0.9768 T4 240 - 220 28.201 2 0.2085 0.9756
T5 220 - 200 28.226 2 0.2336 1.1078
T6 200 - 180 27.121 2 0.4956 1.0389 T7 180 - 160 24.892 2 0.5583 0.9820
T8 160 - 140 22.801 2 0.5120 0.9586 T9 140 - 133.333 20.484 2 0.5864 0.8883
T10 133.333 - 126.667 19.631 2 0.5916 0.8609
T11 126.667 - 123.333 18.774 2 0.5726 0.8316 T12 123.333 - 120 18.358 2 0.5517 0.8167
T13 120 - 100 17.970 2 0.5218 0.8157 T14 100 - 80 16.126 2 0.4367 0.7769
T15 80 - 60 14.166 2 0.5525 0.6960
T16 60 - 40 11.494 2 0.6969 0.6008 T17 40 - 20 8.382 2 0.8282 0.4997
T18 20 - 6.7 4.516 2 1.0081 0.3856 T19 6.7 - 0 1.554 2 1.0843 0.3240
Critical Deflections and Radius of Curvature - Design Wind
Elevation
ft
Appurtenance Gov. Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius of Curvature
ft
300.000 4' Lightning Rod 6 27.600 0.2975 0.8686 18573 286.667 Guy 2 27.367 0.1492 0.8214 6965
280.000 SM 407-3 2 27.522 0.1765 0.8311 5380 260.000 (4) Powerwave 7745.00 w/ Pipe
Mount
2 28.222 0.1809 0.9768 3579
240.000 (2) CSA PCSA065-16-0 2 28.201 0.2085 0.9756 5184 236.667 Guy 2 28.211 0.2013 0.9919 6469
Reviewed For Code Compliance
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Page
31 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Elevation
ft
Appurtenance Gov. Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius of Curvature
ft
220.000 741 989 w/Mount Pipe 2 28.226 0.2336 1.1078 3343 176.667 Guy 2 24.526 0.5492 0.9775 6555
116.667 Guy 2 17.617 0.4936 0.9190 4637 56.667 Guy 2 11.008 0.7174 0.5827 15246
Guy Design Data
Section No.
Elevation
ft
Size
Initial Tension
K
Breaking Load
K
Actual Tu
K
Allowable
Tn
K
Required S.F.
Actual S.F.
T1 286.667 (A)
(606)
3/4 EHS 5.830 58.300 22.902 34.980 1.000 1.527
286.667 (A)
(607)
3/4 EHS 5.830 58.300 23.724 34.980 1.000 1.474
286.667 (B)
(602)
3/4 EHS 5.830 58.300 23.687 34.980 1.000 1.477
286.667 (B) (603)
3/4 EHS 5.830 58.300 23.212 34.980 1.000 1.507
286.667 (C) (598)
3/4 EHS 5.830 58.300 23.435 34.980 1.000 1.493
286.667 (C)
(599)
3/4 EHS 5.830 58.300 23.055 34.980 1.000 1.517
T4 236.667 (A)
(618)
3/4 EHS 5.830 58.300 25.674 34.980 1.000 1.362
236.667 (A)
(619)
3/4 EHS 5.830 58.300 26.847 34.980 1.000 1.303
236.667 (B) (614)
3/4 EHS 5.830 58.300 25.756 34.980 1.000 1.358
236.667 (B) (615)
3/4 EHS 5.830 58.300 25.023 34.980 1.000 1.398
236.667 (C)
(610)
3/4 EHS 5.830 58.300 25.818 34.980 1.000 1.355
236.667 (C)
(611)
3/4 EHS 5.830 58.300 25.443 34.980 1.000 1.375
T7 176.667 (A)
(624)
3/4 EHS 5.830 58.300 27.129 34.980 1.000 1.289
176.667 (B) (623)
3/4 EHS 5.830 58.300 26.478 34.980 1.000 1.321
176.667 (C) (622)
3/4 EHS 5.830 58.300 26.770 34.980 1.000 1.307
T13 116.667 (A)
(627)
3/4 EHS 5.830 58.300 24.330 34.980 1.000 1.438
116.667 (B)
(626)
3/4 EHS 5.830 58.300 23.877 34.980 1.000 1.465
116.667 (C)
(625)
3/4 EHS 5.830 58.300 24.130 34.980 1.000 1.450
T16 56.667 (A) (630)
9/16 EHS 3.500 35.000 12.892 21.000 1.000 1.629
56.667 (B) (629)
9/16 EHS 3.500 35.000 12.335 21.000 1.000 1.702
56.667 (C)
(628)
9/16 EHS 3.500 35.000 12.441 21.000 1.000 1.688
Reviewed For Code Compliance
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Page
32 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Compression Checks
Leg Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Mast
Stability Index
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 1 3/4 20.000 3.333 91.4 K=1.00
2.4053 1.00 -43.415 58.740 0.739 1
T2 280 - 260 2 20.000 3.333 80.0
K=1.00
3.1416 1.00 -45.808 88.539 0.517 1
T3 260 - 240 2 20.000 3.333 80.0
K=1.00 3.1416 1.00 -45.799 88.539 0.517 1
T4 240 - 220 2 20.000 3.333 80.0
K=1.00
3.1416 1.00 -72.433 88.539 0.818 1
T5 220 - 200 2 20.000 3.333 80.0
K=1.00
3.1416 1.00 -79.574 88.539 0.899 1
T6 200 - 180 2 20.000 3.333 80.0
K=1.00 3.1416 1.00 -71.067 88.539 0.803 1
T7 180 - 160 2 1/4 20.000 3.333 71.1
K=1.00
3.9761 1.00 -75.034 123.621 0.607 1
T8 160 - 140 2 1/4 20.000 3.333 71.1
K=1.00 3.9761 1.00 -67.427 123.621 0.545 1
T9 140 - 133.333 2 1/4 6.667 3.333 71.1
K=1.00
3.9761 1.00 -63.752 123.621 0.516 1
T10 133.333 -
126.667
2 1/4 6.667 3.333 71.1
K=1.00
3.9761 1.00 -74.681 123.621 0.604 1
T11 126.667 -
123.333 2 1/4 3.333 3.333 71.1
K=1.00 3.9761 1.00 -82.632 123.621 0.668 1
T12 123.333 - 120 2 1/4 3.333 3.333 71.1
K=1.00
3.9761 1.00 -91.175 123.621 0.738 1
T13 120 - 100 2 1/2 20.000 3.333 64.0
K=1.00 4.9087 1.00 -102.326 163.725 0.625 1
T14 100 - 80 2 1/2 20.000 3.333 64.0
K=1.00
4.9087 1.00 -89.368 163.725 0.546 1
T15 80 - 60 2 1/2 20.000 3.333 64.0
K=1.00
4.9087 1.00 -90.337 163.725 0.552 1
T16 60 - 40 2 1/2 20.000 3.333 64.0
K=1.00
4.9087 1.00 -96.157 163.725 0.587 1
T17 40 - 20 2 1/2 20.000 3.333 64.0
K=1.00
4.9087 1.00 -99.334 163.725 0.607 1
T18 20 - 6.7 2 1/2 13.300 3.325 63.8
K=1.00 4.9087 1.00 -93.756 163.971 0.572 1
T19 6.7 - 0 2 1/2 6.920 1.730 33.2
K=1.00
4.9087 0.95 -83.837 194.302 0.431 1
1 P u / Pn controls
Diagonal Design Data (Compression) Reviewed For Code Compliance
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Page
33 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 1 1/4 4.485 4.267 114.7 K=0.70
1.2272 -9.628 19.895 0.484 1
T2 280 - 260 1 1/4 4.485 4.235 113.8
K=0.70
1.2272 -7.666 20.096 0.381 1
T3 260 - 240 1 1/4 4.485 4.235 113.8
K=0.70
1.2272 -8.084 20.096 0.402 1
T4 240 - 220 1 1/4 4.485 4.235 113.8
K=0.70 1.2272 -15.447 20.096 0.769 1
T5 220 - 200 1 4.485 4.235 142.3
K=0.70
0.7854 -4.188 8.761 0.478 1
T6 200 - 180 1 1/4 4.485 4.235 113.8
K=0.70 1.2272 -9.891 20.096 0.492 1
T7 180 - 160 1 1/4 4.485 4.204 113.0
K=0.70
1.2272 -10.382 20.298 0.511 1
T8 160 - 140 1 4.485 4.204 141.3
K=0.70
0.7854 -3.610 8.891 0.406 1
T9 140 - 133.333 1 4.485 4.204 141.3
K=0.70 0.7854 -5.284 8.891 0.594 1
T10 133.333 -
126.667
1 4.485 4.204 141.3
K=0.70
0.7854 -6.885 8.891 0.774 1
T11 126.667 -
123.333 1 4.485 4.204 141.3
K=0.70 0.7854 -7.339 8.891 0.825 1
T12 123.333 - 120 1 w/ L2x2x1/4 4.485 4.204 93.7
K=0.70
1.7854 -8.424 36.440 0.231 1
T13 120 - 100 1 1/4 4.485 4.173 112.2
K=0.70
1.2272 -9.621 20.501 0.469 1
T14 100 - 80 1 4.485 4.173 140.2
K=0.70 0.7854 -6.164 9.025 0.683 1
T15 80 - 60 1 4.485 4.173 140.2
K=0.70
0.7854 -4.728 9.025 0.524 1
T16 60 - 40 1 4.485 4.173 140.2
K=0.70
0.7854 -6.077 9.025 0.673 1
T17 40 - 20 1 4.485 4.173 140.2
K=0.70 0.7854 -3.542 9.025 0.392 1
T18 20 - 6.7 1 1/4 4.478 4.167 112.0
K=0.70
1.2272 -5.503 20.538 0.268 1
1 P u / Pn controls
Horizontal Design Data (Compression)
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 7/8 3.000 2.854 109.6
K=0.70
0.6013 -0.752 10.352 0.073 1
T2 280 - 260 7/8 3.000 2.854 109.6
K=0.70
0.6013 -0.975 10.352 0.094 1
T3 260 - 240 7/8 3.000 2.833 108.8 0.6013 -3.075 10.447 0.294 1 Reviewed For Code Compliance
ttnnxxTToowweerr Job
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Page
34 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
K=0.70
T4 240 - 220 7/8 3.000 2.833 108.8
K=0.70
0.6013 -2.771 10.447 0.265 1
T5 220 - 200 7/8 3.000 2.833 108.8
K=0.70 0.6013 -2.009 10.447 0.192 1
T6 200 - 180 7/8 3.000 2.833 108.8
K=0.70
0.6013 -1.378 10.447 0.132 1
T7 180 - 160 7/8 3.000 2.833 108.8
K=0.70
0.6013 -1.300 10.447 0.124 1
T8 160 - 140 7/8 3.000 2.813 108.0
K=0.70 0.6013 -1.300 10.543 0.123 1
T9 140 - 133.333 7/8 3.000 2.813 108.0
K=0.70
0.6013 -1.168 10.543 0.111 1
T10 133.333 -
126.667 7/8 3.000 2.813 108.0
K=0.70 0.6013 -1.294 10.543 0.123 1
T11 126.667 -
123.333
7/8 3.000 2.813 108.0
K=0.70
0.6013 -1.608 10.543 0.153 1
T12 123.333 - 120 7/8 3.000 2.813 108.0
K=0.70
0.6013 -1.774 10.543 0.168 1
T13 120 - 100 7/8 3.000 2.813 108.0
K=0.70 0.6013 -1.774 10.543 0.168 1
T14 100 - 80 7/8 3.000 2.792 107.2
K=0.70
0.6013 -1.772 10.639 0.167 1
T15 80 - 60 7/8 3.000 2.792 107.2
K=0.70 0.6013 -1.565 10.639 0.147 1
T16 60 - 40 7/8 3.000 2.792 107.2
K=0.70
0.6013 -1.665 10.639 0.157 1
T17 40 - 20 7/8 3.000 2.792 107.2
K=0.70
0.6013 -1.721 10.639 0.162 1
T18 20 - 6.7 7/8 3.000 2.792 107.2
K=0.70 0.6013 -1.721 10.639 0.162 1
T19 6.7 - 0 8x3/8 1.500 1.292 143.2
K=1.00
3.0000 -0.036 33.058 0.001 1
1 P u / Pn controls
Top Girt Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 7/8 3.000 2.854 109.6 K=0.70
0.6013 -3.389 10.352 0.327 1
1 P u / Pn controls
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
35 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Top Guy Pull-Off Design Data (Compression)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 L2x2x1/4 3.000 2.854 87.6 K=1.00
0.9380 -11.773 24.086 0.489 1
T4 240 - 220 L2x2x3/8 3.000 2.833 87.4
K=1.00
1.3600 -17.184 35.008 0.491 1
1 P u / Pn controls
Top Guy Pull-Off Bending Design Data
Section
No.
Elevation
ft
Size
Mux
kip-ft
Mnx
kip-ft
Ratio
Mux
Mnx
Muy
kip-ft
Mny
kip-ft
Ratio
Muy
Mny
T1 300 - 280 L2x2x1/4 0.000 2.344 0.000 0.000 1.210 0.000 T4 240 - 220 L2x2x3/8 0.000 3.301 0.000 0.000 1.786 0.000
Top Guy Pull-Off Interaction Design Data
Section No.
Elevation
ft
Size
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Comb. Stress
Ratio
Allow. Stress
Ratio
Criteria
T1 300 - 280 L2x2x1/4 0.489 0.000 0.000 0.489 1
1.000 4.8.1
T4 240 - 220 L2x2x3/8 0.491 0.000 0.000 0.491 1
1.000 4.8.1
1 P u / Pn controls
Torque-Arm Top Design Data
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 (600) C15x33.9 3.000 2.927 38.9
K=1.00
9.9600 -3.436 298.049 0.012
T1 300 - 280 (601) C15x33.9 3.000 2.927 38.9
K=1.00
9.9600 -3.743 298.049 0.013
T1 300 - 280 (604) C15x33.9 3.000 2.927 38.9 K=1.00
9.9600 -3.040 298.049 0.010
T1 300 - 280 (605) C15x33.9 3.000 2.927 38.9 K=1.00
9.9600 -3.609 298.049 0.012
T1 300 - 280 (608) C15x33.9 3.000 2.927 38.9
K=1.00
9.9600 -3.048 298.049 0.010
T1 300 - 280 (609) C15x33.9 3.000 2.927 38.9 9.9600 -2.823 298.049 0.009 Reviewed For Code Compliance
ttnnxxTToowweerr Job
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Page
36 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
K=1.00
T4 240 - 220 (612) C15x33.9 3.000 2.917 38.7 K=1.00
9.9600 -6.723 298.217 0.023
T4 240 - 220 (613) C15x33.9 3.000 2.917 38.7
K=1.00
9.9600 -8.452 298.217 0.028
T4 240 - 220 (616) C15x33.9 3.000 2.917 38.7
K=1.00
9.9600 -6.044 298.217 0.020
T4 240 - 220 (617) C15x33.9 3.000 2.917 38.7
K=1.00
9.9600 -5.681 298.217 0.019
T4 240 - 220 (620) C15x33.9 3.000 2.917 38.7 K=1.00
9.9600 -5.118 298.217 0.017
T4 240 - 220 (621) C15x33.9 3.000 2.917 38.7 K=1.00
9.9600 -5.529 298.217 0.019
Torque-Arm Top Bending Design Data
Section No.
Elevation
ft
Size
Mux
kip-ft
Mnx
kip-ft
Ratio
Mux
Mnx
Muy
kip-ft
Mny
kip-ft
Ratio
Muy
Mny
T1 300 - 280 (600) C15x33.9 -54.345 113.400 0.479 -0.000 16.821 0.000
T1 300 - 280 (601) C15x33.9 -54.526 113.400 0.481 0.000 16.821 0.000
T1 300 - 280 (604) C15x33.9 -54.479 113.400 0.480 -0.000 16.821 0.000
T1 300 - 280 (605) C15x33.9 -54.885 113.400 0.484 -0.000 16.821 0.000
T1 300 - 280 (608) C15x33.9 -54.996 113.400 0.485 -0.000 16.821 0.000 T1 300 - 280 (609) C15x33.9 -54.407 113.400 0.480 0.000 16.821 0.000
T4 240 - 220 (612) C15x33.9 -55.827 113.400 0.492 0.000 16.821 0.000
T4 240 - 220 (613) C15x33.9 -54.004 113.400 0.476 0.000 16.821 0.000 T4 240 - 220 (616) C15x33.9 -53.909 113.400 0.475 -0.000 16.821 0.000
T4 240 - 220 (617) C15x33.9 -54.324 113.400 0.479 -0.000 16.821 0.000 T4 240 - 220 (620) C15x33.9 -53.782 113.400 0.474 -0.000 16.821 0.000
T4 240 - 220 (621) C15x33.9 -55.975 113.400 0.494 0.000 16.821 0.000
Torque-Arm Top Interaction Design Data
Section
No.
Elevation
ft
Size
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Comb.
Stress
Ratio
Allow.
Stress
Ratio
Criteria
T1 300 - 280 (600) C15x33.9 0.012 0.479 0.000 0.485
1.000 4.8.1
T1 300 - 280 (601) C15x33.9 0.013 0.481 0.000 0.487
1.000 4.8.1
T1 300 - 280 (604) C15x33.9 0.010 0.480 0.000 0.486
1.000 4.8.1
T1 300 - 280 (605) C15x33.9 0.012 0.484 0.000 0.490
1.000 4.8.1
T1 300 - 280 (608) C15x33.9 0.010 0.485 0.000 0.490
1.000 4.8.1
T1 300 - 280 (609) C15x33.9 0.009 0.480 0.000 0.485
1.000 4.8.1
T4 240 - 220 (612) C15x33.9 0.023 0.492 0.000 0.504 1.000 4.8.1
Reviewed For Code Compliance
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Page
37 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section No.
Elevation
ft
Size
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Comb. Stress
Ratio
Allow. Stress
Ratio
Criteria
T4 240 - 220 (613) C15x33.9 0.028 0.476 0.000 0.490
1.000 4.8.1
T4 240 - 220 (616) C15x33.9 0.020 0.475 0.000 0.486
1.000 4.8.1
T4 240 - 220 (617) C15x33.9 0.019 0.479 0.000 0.489
1.000 4.8.1
T4 240 - 220 (620) C15x33.9 0.017 0.474 0.000 0.483
1.000 4.8.1
T4 240 - 220 (621) C15x33.9 0.019 0.494 0.000 0.503
1.000 4.8.1
Tension Checks
Leg Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 1 3/4 20.000 3.333 91.4 2.4053 36.571 108.238 0.338 1
T2 280 - 260 2 20.000 3.333 80.0 3.1416 4.514 141.372 0.032 1
T3 260 - 240 2 20.000 3.333 80.0 3.1416 3.881 141.372 0.027 1
T4 240 - 220 2 20.000 3.333 80.0 3.1416 7.009 141.372 0.050 1
1 P u / Pn controls
Diagonal Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 1 1/4 4.485 4.267 163.8 1.2272 9.655 39.761 0.243 1
T2 280 - 260 1 1/4 4.485 4.235 162.6 1.2272 7.062 39.761 0.178 1
T3 260 - 240 1 1/4 4.485 4.235 162.6 1.2272 7.689 39.761 0.193 1
T4 240 - 220 1 1/4 4.485 4.235 162.6 1.2272 14.956 39.761 0.376 1
T5 220 - 200 1 4.485 4.235 203.3 0.7854 3.223 25.447 0.127 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
38 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T6 200 - 180 1 1/4 4.485 4.235 162.6 1.2272 8.861 39.761 0.223 1
T7 180 - 160 1 1/4 4.485 4.204 161.4 1.2272 9.690 39.761 0.244 1
T8 160 - 140 1 4.485 4.204 201.8 0.7854 2.190 25.447 0.086 1
T9 140 - 133.333 1 4.485 4.204 201.8 0.7854 3.855 25.447 0.151 1
T10 133.333 -
126.667 1 4.485 4.204 201.8 0.7854 5.446 25.447 0.214 1
T11 126.667 -
123.333
1 4.485 4.204 201.8 0.7854 6.305 25.447 0.248 1
T12 123.333 - 120 1 w/ L2x2x1/4 4.485 4.204 133.8 1.7854 6.968 57.847 0.120 1
T13 120 - 100 1 1/4 4.485 4.173 160.2 1.2272 7.972 39.761 0.201 1
T14 100 - 80 1 4.485 4.173 200.3 0.7854 4.624 25.447 0.182 1
T15 80 - 60 1 4.485 4.173 200.3 0.7854 2.937 25.447 0.115 1
T16 60 - 40 1 4.485 4.173 200.3 0.7854 4.227 25.447 0.166 1
T17 40 - 20 1 4.485 4.173 200.3 0.7854 1.416 25.447 0.056 1
T18 20 - 6.7 1 1/4 4.478 4.167 160.0 1.2272 3.651 39.761 0.092 1
1 P u / Pn controls
Horizontal Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 7/8 3.000 2.854 156.6 0.6013 0.752 19.483 0.039 1
T2 280 - 260 7/8 3.000 2.854 156.6 0.6013 1.217 19.483 0.062 1
T3 260 - 240 7/8 3.000 2.833 155.4 0.6013 3.336 19.483 0.171 1
T4 240 - 220 7/8 3.000 2.833 155.4 0.6013 3.096 19.483 0.159 1
T5 220 - 200 7/8 3.000 2.833 155.4 0.6013 2.434 19.483 0.125 1
T6 200 - 180 7/8 3.000 2.833 155.4 0.6013 1.378 19.483 0.071 1
T7 180 - 160 7/8 3.000 2.833 155.4 0.6013 1.300 19.483 0.067 1
T8 160 - 140 7/8 3.000 2.813 154.3 0.6013 1.300 19.483 0.067 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
39 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T9 140 - 133.333 7/8 3.000 2.813 154.3 0.6013 1.168 19.483 0.060 1
T10 133.333 -
126.667 7/8 3.000 2.813 154.3 0.6013 1.294 19.483 0.066 1
T11 126.667 -
123.333
7/8 3.000 2.813 154.3 0.6013 1.608 19.483 0.083 1
T12 123.333 - 120 7/8 3.000 2.813 154.3 0.6013 1.774 19.483 0.091 1
T13 120 - 100 7/8 3.000 2.813 154.3 0.6013 1.774 19.483 0.091 1
T14 100 - 80 7/8 3.000 2.792 153.1 0.6013 1.772 19.483 0.091 1
T15 80 - 60 7/8 3.000 2.792 153.1 0.6013 1.565 19.483 0.080 1
T16 60 - 40 7/8 3.000 2.792 153.1 0.6013 1.665 19.483 0.085 1
T17 40 - 20 7/8 3.000 2.792 153.1 0.6013 1.721 19.483 0.088 1
T18 20 - 6.7 7/8 3.000 2.792 153.1 0.6013 1.721 19.483 0.088 1
T19 6.7 - 0 8x3/8 3.000 2.792 309.5 3.0000 12.507 97.200 0.129 1
1 P u / Pn controls
Top Girt Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 7/8 3.000 2.854 156.6 0.6013 3.400 19.483 0.175 1
1 P u / Pn controls
Top Guy Pull-Off Design Data (Tension)
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 L2x2x1/4 3.000 2.854 56.2 0.7035 12.028 34.296 0.351 1
T4 240 - 220 L2x2x3/8 3.000 2.833 57.2 1.0200 17.762 49.725 0.357 1 T7 180 - 160 3x3/8 3.000 2.813 311.8 0.8438 12.910 41.133 0.314 1
T13 120 - 100 3x3/8 3.000 2.792 309.5 0.8438 13.008 41.133 0.316 1 T16 60 - 40 3x3/8 3.000 2.792 309.5 0.8438 7.619 41.133 0.185 1
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
40 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
1 P u / Pn controls
Top Guy Pull-Off Bending Design Data
Section
No.
Elevation
ft
Size
Mux
kip-ft
Mnx
kip-ft
Ratio
Mux
Mnx
Muy
kip-ft
Mny
kip-ft
Ratio
Muy
Mny
T1 300 - 280 L2x2x1/4 0.000 2.344 0.000 0.000 1.210 0.000 T4 240 - 220 L2x2x3/8 0.000 3.301 0.000 0.000 1.786 0.000
T7 180 - 160 3x3/8 0.000 3.164 0.000 0.000 0.396 0.000
T13 120 - 100 3x3/8 0.000 3.164 0.000 0.000 0.396 0.000 T16 60 - 40 3x3/8 0.000 3.164 0.000 0.000 0.396 0.000
Top Guy Pull-Off Interaction Design Data
Section
No.
Elevation
ft
Size
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Comb.
Stress Ratio
Allow.
Stress Ratio
Criteria
T1 300 - 280 L2x2x1/4 0.351 0.000 0.000 0.351 1
1.000 4.8.1
T4 240 - 220 L2x2x3/8 0.357 0.000 0.000 0.357 1
1.000 4.8.1
T7 180 - 160 3x3/8 0.314 0.000 0.000 0.314 1
1.000 4.8.1
T13 120 - 100 3x3/8 0.316 0.000 0.000 0.316 1
1.000 4.8.1
T16 60 - 40 3x3/8 0.185 0.000 0.000 0.185 1
1.000 4.8.1
1 P u / Pn controls
Torque-Arm Top Design Data
Section
No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 300 - 280 (600) C15x33.9 3.000 2.927 38.9 9.9600 0.940 322.704 0.003 T1 300 - 280 (601) C15x33.9 3.000 2.927 38.9 9.9600 0.502 322.704 0.002
T1 300 - 280 (604) C15x33.9 3.000 2.927 38.9 9.9600 1.405 322.704 0.004
T1 300 - 280 (605) C15x33.9 3.000 2.927 38.9 9.9600 0.425 322.704 0.001 T1 300 - 280 (608) C15x33.9 3.000 2.927 38.9 9.9600 0.972 322.704 0.003
T1 300 - 280 (609) C15x33.9 3.000 2.927 38.9 9.9600 1.418 322.704 0.004 T4 240 - 220 (612) C15x33.9 3.000 2.917 38.7 9.9600 6.922 322.704 0.021
T4 240 - 220 (613) C15x33.9 3.000 2.917 38.7 9.9600 0.650 322.704 0.002
T4 240 - 220 (616) C15x33.9 3.000 2.917 38.7 9.9600 7.316 322.704 0.023 T4 240 - 220 (617) C15x33.9 3.000 2.917 38.7 9.9600 0.638 322.704 0.002
T4 240 - 220 (620) C15x33.9 3.000 2.917 38.7 9.9600 0.582 322.704 0.002 T4 240 - 220 (621) C15x33.9 3.000 2.917 38.7 9.9600 0.715 322.704 0.002
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
41 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Torque-Arm Top Bending Design Data
Section No.
Elevation
ft
Size
Mux
kip-ft
Mnx
kip-ft
Ratio
Mux
Mnx
Muy
kip-ft
Mny
kip-ft
Ratio
Muy
Mny
T1 300 - 280 (600) C15x33.9 -52.477 113.400 0.463 -0.000 16.821 0.000
T1 300 - 280 (601) C15x33.9 -52.180 113.400 0.460 0.000 16.821 0.000
T1 300 - 280 (604) C15x33.9 -52.300 113.400 0.461 -0.000 16.821 0.000
T1 300 - 280 (605) C15x33.9 -52.231 113.400 0.461 -0.000 16.821 0.000
T1 300 - 280 (608) C15x33.9 -52.910 113.400 0.467 0.000 16.821 0.000 T1 300 - 280 (609) C15x33.9 -52.232 113.400 0.461 0.000 16.821 0.000
T4 240 - 220 (612) C15x33.9 -43.108 113.400 0.380 -0.000 16.821 0.000 T4 240 - 220 (613) C15x33.9 -52.665 113.400 0.464 0.000 16.821 0.000
T4 240 - 220 (616) C15x33.9 -44.812 113.400 0.395 -0.000 16.821 0.000
T4 240 - 220 (617) C15x33.9 -54.057 113.400 0.477 -0.000 16.821 0.000 T4 240 - 220 (620) C15x33.9 -52.473 113.400 0.463 0.000 16.821 0.000
T4 240 - 220 (621) C15x33.9 -54.327 113.400 0.479 0.000 16.821 0.000
Torque-Arm Top Interaction Design Data
Section
No.
Elevation
ft
Size
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Comb.
Stress Ratio
Allow.
Stress Ratio
Criteria
T1 300 - 280 (600) C15x33.9 0.003 0.463 0.000 0.464
1.000 4.8.1
T1 300 - 280 (601) C15x33.9 0.002 0.460 0.000 0.461
1.000 4.8.1
T1 300 - 280 (604) C15x33.9 0.004 0.461 0.000 0.463
1.000 4.8.1
T1 300 - 280 (605) C15x33.9 0.001 0.461 0.000 0.461
1.000 4.8.1
T1 300 - 280 (608) C15x33.9 0.003 0.467 0.000 0.468
1.000 4.8.1
T1 300 - 280 (609) C15x33.9 0.004 0.461 0.000 0.463
1.000 4.8.1
T4 240 - 220 (612) C15x33.9 0.021 0.380 0.000 0.391
1.000 4.8.1
T4 240 - 220 (613) C15x33.9 0.002 0.464 0.000 0.465
1.000 4.8.1
T4 240 - 220 (616) C15x33.9 0.023 0.395 0.000 0.407
1.000 4.8.1
T4 240 - 220 (617) C15x33.9 0.002 0.477 0.000 0.478
1.000 4.8.1
T4 240 - 220 (620) C15x33.9 0.002 0.463 0.000 0.464
1.000 4.8.1
T4 240 - 220 (621) C15x33.9 0.002 0.479 0.000 0.480
1.000 4.8.1
Section Capacity Table Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
42 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section
No.
Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
T1 300 - 280 Leg 1 3/4 2 -43.415 58.740 73.9 Pass T2 280 - 260 Leg 2 42 -45.808 88.539 51.7 Pass
T3 260 - 240 Leg 2 81 -45.799 88.539 51.7 Pass
T4 240 - 220 Leg 2 118 -72.433 88.539 81.8 Pass T5 220 - 200 Leg 2 157 -79.574 88.539 89.9 Pass
T6 200 - 180 Leg 2 196 -71.067 88.539 80.3 Pass T7 180 - 160 Leg 2 1/4 236 -75.034 123.621 60.7 Pass
T8 160 - 140 Leg 2 1/4 275 -67.427 123.621 54.5 Pass
T9 140 - 133.333 Leg 2 1/4 313 -63.752 123.621 51.6 Pass T10 133.333 -
126.667
Leg 2 1/4 329 -74.681 123.621 60.4 Pass
T11 126.667 -
123.333
Leg 2 1/4 345 -82.632 123.621 66.8 Pass
T12 123.333 - 120 Leg 2 1/4 354 -91.175 123.621 73.8 Pass T13 120 - 100 Leg 2 1/2 363 -102.326 163.725 62.5 Pass
T14 100 - 80 Leg 2 1/2 402 -89.368 163.725 54.6 Pass T15 80 - 60 Leg 2 1/2 440 -90.337 163.725 55.2 Pass
T16 60 - 40 Leg 2 1/2 480 -96.157 163.725 58.7 Pass
T17 40 - 20 Leg 2 1/2 518 -99.334 163.725 60.7 Pass T18 20 - 6.7 Leg 2 1/2 556 -93.756 163.971 57.2 Pass
T19 6.7 - 0 Leg 2 1/2 584 -83.837 194.302 43.1 Pass T1 300 - 280 Diagonal 1 1/4 21 -9.628 19.895 48.4 Pass
T2 280 - 260 Diagonal 1 1/4 76 -7.666 20.096 38.1 Pass
T3 260 - 240 Diagonal 1 1/4 87 -8.084 20.096 40.2 Pass T4 240 - 220 Diagonal 1 1/4 156 -15.447 20.096 76.9 Pass
T5 220 - 200 Diagonal 1 165 -4.188 8.761 47.8 Pass
T6 200 - 180 Diagonal 1 1/4 204 -9.891 20.096 49.2 Pass
T7 180 - 160 Diagonal 1 1/4 273 -10.382 20.298 51.1 Pass
T8 160 - 140 Diagonal 1 282 -3.610 8.891 40.6 Pass T9 140 - 133.333 Diagonal 1 321 -5.284 8.891 59.4 Pass
T10 133.333 - 126.667
Diagonal 1 336 -6.885 8.891 77.4 Pass
T11 126.667 -
123.333
Diagonal 1 351 -7.339 8.891 82.5 Pass
T12 123.333 - 120 Diagonal 1 w/ L2x2x1/4 360 -8.424 36.440 23.1 Pass
T13 120 - 100 Diagonal 1 1/4 392 -9.621 20.501 46.9 Pass T14 100 - 80 Diagonal 1 437 -6.164 9.025 68.3 Pass
T15 80 - 60 Diagonal 1 447 -4.728 9.025 52.4 Pass
T16 60 - 40 Diagonal 1 509 -6.077 9.025 67.3 Pass T17 40 - 20 Diagonal 1 525 -3.542 9.025 39.2 Pass
T18 20 - 6.7 Diagonal 1 1/4 564 -5.503 20.538 26.8 Pass T1 300 - 280 Horizontal 7/8 10 -0.752 10.352 7.3 Pass
T2 280 - 260 Horizontal 7/8 44 -0.975 10.352 9.4 Pass
T3 260 - 240 Horizontal 7/8 84 -3.075 10.447 29.4 Pass
T4 240 - 220 Horizontal 7/8 123 -2.771 10.447 26.5 Pass
T5 220 - 200 Horizontal 7/8 162 -2.009 10.447 19.2 Pass T6 200 - 180 Horizontal 7/8 199 -1.378 10.447 13.2 Pass
T7 180 - 160 Horizontal 7/8 239 -1.300 10.447 12.4 Pass
T8 160 - 140 Horizontal 7/8 278 -1.300 10.543 12.3 Pass T9 140 - 133.333 Horizontal 7/8 316 -1.168 10.543 11.1 Pass
T10 133.333 - 126.667
Horizontal 7/8 331 -1.294 10.543 12.3 Pass
T11 126.667 -
123.333
Horizontal 7/8 348 -1.608 10.543 15.3 Pass
T12 123.333 - 120 Horizontal 7/8 356 -1.774 10.543 16.8 Pass
T13 120 - 100 Horizontal 7/8 365 -1.774 10.543 16.8 Pass T14 100 - 80 Horizontal 7/8 404 -1.772 10.639 16.7 Pass
T15 80 - 60 Horizontal 7/8 442 -1.565 10.639 14.7 Pass
T16 60 - 40 Horizontal 7/8 482 -1.665 10.639 15.7 Pass T17 40 - 20 Horizontal 7/8 520 -1.721 10.639 16.2 Pass
Reviewed For Code Compliance
ttnnxxTToowweerr Job
US-NC-5011_Lockwood Folly_SA_020117
Page
43 of 43
Bennett & Pless
550 River Drive
Project
Guyed Tower Structural Analysis
Date
14:15:52 01/31/17
North Sioux City, SD 57049
Phone: 605-540-4621 FAX: 678-990-8701
Client
BlueSky Tower Designed by
Chunhui Song
Section
No.
Elevation ft
Component Type
Size Critical Element
P K
øPallow
K %
Capacity Pass Fail
T18 20 - 6.7 Horizontal 7/8 559 -1.721 10.639 16.2 Pass
T19 6.7 - 0 Horizontal 8x3/8 586 12.507 97.200 12.9 Pass T1 300 - 280 Top Girt 7/8 6 -3.389 10.352 32.7 Pass
T1 300 - 280 Guy [email protected] 3/4 607 23.724 34.980 67.8 Pass
T4 240 - 220 Guy [email protected] 3/4 619 26.847 34.980 76.7 Pass T7 180 - 160 Guy [email protected] 3/4 624 27.129 34.980 77.6 Pass
T13 120 - 100 Guy [email protected] 3/4 627 24.330 34.980 69.6 Pass T16 60 - 40 Guy [email protected] 9/16 630 12.892 21.000 61.4 Pass
T1 300 - 280 Guy [email protected] 3/4 602 23.687 34.980 67.7 Pass
T4 240 - 220 Guy [email protected] 3/4 614 25.756 34.980 73.6 Pass T7 180 - 160 Guy [email protected] 3/4 623 26.478 34.980 75.7 Pass
T13 120 - 100 Guy [email protected] 3/4 626 23.877 34.980 68.3 Pass T16 60 - 40 Guy [email protected] 9/16 629 12.335 21.000 58.7 Pass
T1 300 - 280 Guy [email protected] 3/4 598 23.435 34.980 67.0 Pass
T4 240 - 220 Guy [email protected] 3/4 610 25.818 34.980 73.8 Pass T7 180 - 160 Guy [email protected] 3/4 622 26.770 34.980 76.5 Pass
T13 120 - 100 Guy [email protected] 3/4 625 24.130 34.980 69.0 Pass T16 60 - 40 Guy [email protected] 9/16 628 12.441 21.000 59.2 Pass
T1 300 - 280 Top Guy
L2x2x1/4 18 -11.773 24.086 48.9 Pass
T4 240 - 220 Top Guy
L2x2x3/8 151 -17.184 35.008 49.1 Pass
T7 180 - 160 Top Guy
3x3/8 270 12.910 41.133 31.4 Pass
T13 120 - 100 Top Guy [email protected]
3x3/8 396 13.008 41.133 31.6 Pass
T16 60 - 40 Top Guy
3x3/8 513 7.619 41.133 18.5 Pass
T1 300 - 280 Torque Arm
C15x33.9 608 -3.048 298.049 49.0 Pass
T4 240 - 220 Torque Arm
C15x33.9 612 -6.723 298.217 50.4 Pass
Summary
Leg (T5) 89.9 Pass
Diagonal (T11)
82.5 Pass
Horizontal (T3)
29.4 Pass
Top Girt
(T1)
32.7 Pass
Guy A (T7) 77.6 Pass
Guy B (T7) 75.7 Pass Guy C (T7) 76.5 Pass
Top Guy
Pull-Off
(T4)
49.1 Pass
Torque Arm Top (T4)
50.4 Pass
RATING = 89.9 Pass
Program Version 7.0.7.0 - 7/18/2016 File:C:/Egnyte/Shared/Projects/2017/17000 - 17299 - GA/17003.xxx - Blue Sky/17003.002 - NC-5011 Lockwood
Folly/US-NC-5011_Lockwood Folly_SA_020117.eri
Reviewed For Code Compliance
PROJECT No: ENG:
PROJECT NAME: CHK:
DATE: PAGE:
TIA-222-G
TOWER BASE CHECKS - GUYED TOWER
Tower Reactions Factored Loads % Capacity Column
TIA-G Download 222.00 kips Bearing Capacity 345.60 kips pass 64.2% Rebar
EIA-F Horizontal 2.00 kips Horizontal Capacity 9.63 kips pass 20.8% PCA COL
Overturning Check (qmax) 1.99 ksf Overturning Capacity 2.40 ksf pass 82.7% [GOVERNS] 222.0 kips
Punching Shear Check 200.74 kips 2-way Capacity 426.53 kips pass 47.1%
Flexural Shear Check 65.42 kips 1-way Capacity 172.29 kips pass 38.0% 4.0 k-ft
Pier Rebar Required (minimum only, use PCACOL for total quantity) ( 8 ) #7 @ 12.00 in **MINIMUM** >>>>>>>>>>>>>>>>>>>>
Mat Rebar Required (checked rebar for 6" min to 24" max spacing) ( 7 ) #7 @ 23.00 in SF=2.42
Soil Parameters Soils Report Foundation Geometry FDN Dwgs
f 29 ° B (width) 12.00 ft
water level 10.00 ft (3.05 m) T (thickness) 1.50 ftSoil Dry Density (g dry) 0.110 kcf (17.3 kN/m
3) L (length) 12.00 ft
Soil Sub Density (g sub) 0.050 kcf (7.85 kN/m3) D (depth to bottom surface) 3.00 ft
Passive earth coefficient 2.882 f (pier diameter) 2.50 ft
Allowable bearing pressure 2.000 ksf (95.8 kPa) Check if Square Pier
Concrete parameters Volume of concrete 228.5 cuft (8.5 cuyd)
f'c = 3.000 ksi (20.7 MPa) Mat d (dry) 1.50 ft 216.00Dry Density (g dry) 0.150 kcf d (sub) 0.00 ft 0.00
Sub Density (g sub) 0.087 kcf Pier d (above) 0.50 ft 3.13
d (dry) 1.50 ft 9.38
Passive Earth pressure resistance d (sub) 0.00 ft 0.00
press. - top of concrete 0.48 -- ksf Depth of Soil
press. - bottom of concr. 0.95 -- ksf d (overall) 1.50 2.D.Tanf Area
Total resistance = 12.84 -- kips d (dry) 1.50 1.663 186.68
Horizontal resistance = 9.63 -- kips d (submerged) 0.00 0.000 144.00(x 0.75, Cl 9.4.1) Volume of Soil 144.00
Bearing capacity Vol (total) 237.9 ft3
Frustum
contact area = 144.00 -- ft² Vol (dry) 237.9 ft3
Volume
allowable net pressure = 2.000 -- ksf Vol (submerged) 0.0 ft3
Method
Download resistance = 345.60 -- kips(2 • 0.60, Cl 9.4) Concrete Reinforcing (Already Factored Loads)
Overturning - Bearing f'c 3.00 ksi
Moment = Shear x Arm 5.000 -- k-ft fy 60 ksi PIER
ORTHO qmax = P/A + M/S (S=b³/6) 1.979 -- ksf Steel (Metric/ASTM) ASTM ASTM
DIAG qmax = P/A + M/S (S=b³/6√2) 1.986 -- ksf Bar size 7 # 7(not factored) Bar area 0.600 in² 0.600
Check for 2-Way Shear d=14.563'' Wgt of Rebar
Shear Area (bo x d) = 18.03 -- ft² Slab Reinforcing Download 657
Factored bearing stress = 1.542 -- ksf w 1.54 ksf lbs
Factored shear force = 200.74 -- kips lv 4.8 ft
Factored shear resistance 426.5 -- kips Mu = ½ wL• lv² 208.7 kip-ft
Check for 2-way shear Pass -- Ku 77.2975
r 0.00145
Check for 1-Way Shear d=14.563'' r min ≥ 0.0018 0.00180
Shear Area (b x d) = 14.56 -- ft² 4/3•r if r < r min 0.00194
Factored bearing stress = 1.542 -- ksf As Required 4.1888 in²
Factored shear force = 65.42 -- kips Number of bars 7 bars
Factored shear resistance 172.3 -- kips spacing = 23.00 in
Check for 2-way shear Pass --
CS
JB
17003.002
US-NC-5011 Lockwood Folly
BlueSky
Max. Pier
Moment @ 2.0
ft
choose larger
of r
or r min
February 1, 2017
Factored Resistance
of
5 FDNS - Foundation Mat and Pier GT.xls 2/1/2017
Reviewed For Code Compliance
PROJECT No: ENG:
PROJECT NAME: CHK:
DATE: PAGE:
TIA-222-G
GUY ANCHOR - DEADMAN CHECKS
Tower Reactions Factored Loads Factored Resistance % Capacity SF=2.61
TIA-G Uplift 99.00 kips Uplift Capacity 129.20 kips pass 76.6% [GOVERNS]
EIA-F Horizontal 124.00 kips Horizontal Capacity 189.97 kips pass 65.3%
Uplift (top face) Horizontal (front face)
Rebar Required (checked rebar for 6" min to 24" max spacing) Rebar to close Rebar to close
Soil Parameters Soils Report Dead-man geometry Dwgs
φ 29 ° B (width) 4.50 ft
Water Level 5.00 ft (1.52 m) T (thickness / height) 4.50 ft
Soil Dry Density (γ dry) 0.110 kcf (17.3 kN/m3) L (length) 36.00 ft
Soil Sub Density (γ sub) 0.050 kcf (7.85 kN/m3) D (depth to bottom surface) 8.00 ft
Passive Earth Coef. (Kp) 2.882
Concrete parameters Volume of concrete 729.0 cuft (27.0 cuyd)
f'c = 3.000 ksi (20.7 MPa) d (dry) 1.50 ft 243.00
Dry Density (γ dry) 0.150 kcf d (submerged) 3.00 ft 486.00
Sub Density (γ sub) 0.087 kcf Depth of Soil
d (overall) 3.50 2.D.Tanφ Area
Uplift resistance Factored Allowable d (dry) 3.50 3.880 334.20
Dry weight of concrete 36.45 -- kips d (submerged) 0.00 0.000 162.00
Subm. weight of concrete 42.28 -- kips Volume of Soil 162.00
Total weight of concrete = 78.73 -- kips Vol (total) = 850.4 ft3
Frustum
Vol (dry) = 850.4 ft3
Volume
Dry weight of soil 93.54 -- kips Vol (submerged) = 0.0 ft3
Method
Subm. weight of soil 0.00 -- kips Concrete Reinforcing (Factored Loads)
Total weight of soil = 93.54 -- kips f'c 3.00 ksi
fy 60.0 ksi
Total counter-weight = 172.27 -- kips Steel (Metric/ASTM) ASTM ASTM
Uplift Resistance = 129.20 -- kips Bar size 8 ASTM 8(x 0.75, Cl 9.4.1) Bar area 0.790 in² 0.790
Passive Earth pressure resistance Slab Reinforcing Uplift Horizontal
Press. - top of concrete 1.11 -- ksf Mu (FL/4 x 50%) 445.50 kip-ft 558.00
Press. - bottom of concr. 2.02 -- ksf ω 0.01425 0.01788
Total resistance = 253.29 -- kips ρ 0.00071 0.00089
Horizontal resistance = 189.97 -- kips ρ min 0.00330 0.00330(x 0.75, Cl 9.4.1) 4/3•ρ if ρ < ρ min 0.00095 0.00119
As Required 9.09 in² 9.09
Number of bars 12 bars 12
spacing 4.36 in 4.36
Governing case minimum reinforcing minimum reinforcing
choose
maximum of
these three
ofJanuary 31, 2017
CS
JB
17003.002
US-NC-5011 Lockwood Folly
BlueSky
L
B
D
T
Note:Program calculates front and top rebar surfaces only using bending moment theory and/or min rebar. Back and bottom sides often require min rebar using shear or minimum steel concepts. But this is left to the user.
4 FDNS - Guy Anchor Deadman Kp - INCLUDE REBAR (OLD SCHOOL).xls 1/31/2017
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 Existing
Contact: Site Number:
Email Site Name:
Office: Submittal Date
Fax: Revision Date(s)
Applicant Name:
Applicant Site Name:
Applicant Site Number:
Proposed ON AIR Date:
Applicant Legal Entity:
Emergency Contact Name:
Latitude: N
Longitude: W
AMSL: FT
Site Address:
Coax Cables Hybrid Cables
Receive Frequency (Mhz)
W(ft) OR Square footage
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:
Cabinet/Shelter Manufacturer/Model:
Concrete Pad for Shelter:
DIMS: L(ft)
GROUND SPACE REQUIREMENTS
Antenna Quantity 1 , 1, 1 1 , 1, 1 1 , 1, 1Dish Manufacturer
Dish Model# (attach Specs)
Shared Generator Peak Usage:Generator Owner:
843-814-9961
Guyed
Number: [email protected]
Number:
PLEASE SUBMIT THIS APPLICATION VIA E-MAIL. Send only final LE's, CD's structurals, etc with Application
HPS, Inc./TPG Wireless
1/14/2017
Applicant Information
Email:
Applicant Contact Information
Tower Information
RF Contact Name:
Leasing Contact Name:
Primary Contact/Agent Name:
Notice Address for Site License:
Mike Langley
Email: 678-725-1252Number:
ATA-Lockwood Folly
478-127
4/30/2017
AT&T
Contact/Agent Company Name:
15
Yes
Is a multi-tenant meter rack present:
Will RRUs be located behind antennas:
Average Monthly Power Consumption:
Yes
W(ft)
Generator Ground Space Requirement: Fuel Type:
Generator Make:
Cabinets:
Concrete Pad for Cabinets:
Collocation Application
BlueSky Towers, LLC Info
Antenna Manufacturer
NC-5011
Sean Gormley
508-530-3564
508-530-3580
Contact/Agent Number:
Lockwood Folly
Email:
Email: Construction Contact Name:
Email:
Ashley Santillo/MasTec
Don Slowek
919-674-5883
Mike Langley
678-725-1252
Contact/Agent Fax:
300'
Number: Account Payable Contact Name:
Total# Of Lines For Equipment In Column
Installation Status
Secor Frame
Number:
Structure Type:
Antenna Dimensions (WxHxD)(Ft Or Inches)
SECTOR 3
(1) Kathrein / (1) Andrew / (1) KMW
(1) 741-989 / (1) SBNHH-1D65C / (1) EPBQ-652L8H
Secor Frame Secor Frame
51.3x6.1x2.7 / 96x11.9x7.1 / 99.6X12X6.3
EQUIPMENT SPECIFICATIONS
Structure Height:
300'
SECTOR 4
BACK-UP POWER INFORMATION
Telco/Interconnect Requirements: T1
3
Generation Location:
Fuel Tank Size:
W(ft)
Electrical Service Provider:
POWER REQUIREMENTS
Generator Required:8'63'6
Swap (3) 932DG65T2E-M antennas for (3) EPBQ-652L8H8 antennas. Add (3) RRUS-32 B2, (3) RRUS-32, (1) Fi ber cable. Remove (3) 932DG65T2E-M antennas and (6) 2-1/4" coax.
Equipment Type
Applicant Must fill in all bolded sections
Panel
Tower Mount Mounting Height
Azimuths
Line Type
New/Add'l Lease Area being requested:
DIMS: L(ft)
Electric Service Required (Amps/Volts)
6 (2 per sector)
Diameter Of Coax Cables (In)
Type & Model
Qty Of Transmitters/Receivers/RRU's/Junction Boxes
Exisiting
SECTOR 1 SECTOR 2
300'
Antenna Model# (Attach Specs)
Mount Type(Attach Specs)
1
Manufacturer
320, 70, 185
Panel Panel
300'
16.5 / 49.6 / 62.4
4
Desired RAD Center (Ft AGL)
Summary of Work to be Completed:
Exisiting Exisiting
51.3x6.1x2.7 / 96x11.9x7.1 / 99.6X12X6.3
(1) Kathrein / (1) Andrew / (1) KMW
4 & 2
(1) RRUS-11, (1) RRUS-32, (1) RRUS-32 B2, (1) RRUS-32 B66 / DC6-48-60-
18-8F
Antenna Weight (Per Item, In Lbs.)
320, 70, 185
4
(1) RRUS-11, (1) RRUS-32, (1) RRUS-32 B2, (1) RRUS-32 B66
RRU4
(1) RRUS-11, (1) RRUS-32, (1) RRUS-32 B2, (1) RRUS-32
B66
1/2" Fiber
ATM Tide Acquisition Company, LLC Contact Email:
575 Morosgo Drive, Atlanta GA 30324
Fuel Tank Size:
Type of Technology
16.5 / 49.6 / 62.4
RRU / Surge Suppressor
33 59 31.99
78 13 32.80
1100 Southport Supply Road, Bolivia NC 28422
2-1/4"
DIMS: L(ft)
360
See Summary Work above!!!!Removing Equipment (If Applicable)
740-745, 1950-1975
TX Power Output
ERP (Watts)
Transmit Frequency (Mhz)
Antenna Gain (Db)
7/8" DC Pwer
Exisiting Lease Area:
New/Add'l Rooftop Lease Area being requested (if space is needed on both ground and rooftop:
Shelter:
Dish Diam/Weight/Mount hgt or location
Ericsson / Raycap Ericsson Ericsson
RRUTransmitter/Receiver Type/RRU/Junction Boxes
(1) Kathrein / (1) Andrew / (1) KMW
(1) 741-989 / (1) SBNHH-1D65C / (1) EPBQ-652L8H8
16.5 / 49.6 / 62.4
320, 70, 185
2
3/8" RET
51.3x6.1x2.7 / 96x11.9x7.1 / 99.6X12X6.3
(1) 741-989 / (1) SBNHH-1D65C / (1) EPBQ-652L8H
710-715, 1870-1890
15
UMTS, GSM, LTE
W(ft)
Reviewed For Code Compliance
Attach manufacturer’s equipment specifications for antennas, RRU's, mounts, and all struct loading info for analysis. Cabinets & shelters if available
Existing Equipment:
Comments:
Final Configuration after work is completed:
www.blueskytower.com
Final configuration:(3) 741-989 Ant;(3) EPBQ-652L8H8 Ant;(3) SBNHH-1D65C Ant; (3) RRUS-11; (3) RRUS-32 B66; (3) RRUS-32; (3) RRUS-32 B2; (2)Raycap DC6-48-60-18-8F; (6) 2-1/4" Coax; (4) DC Power; (2) Fiber; and (1) RET Cable.
Reviewed For Code Compliance