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HomeMy WebLinkAboutAPPROVED, Structural Analysis Report Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net
Structural Analysis Report
Structure :145 ft Guyed Tower
ATC Site Name :Strazzula, FL
ATC Asset Number :5120
Engineering Number :13348398_C3_04
Proposed Carrier :SPRINT NEXTEL
Carrier Site Name :A2P0246S
Carrier Site Number :A2P0246S
Site Location :13698 Indrio Rd
Fort Pierce, FL 34945-4003
27.558000,-80.481600
County :St. Lucie
Date :June 7, 2021
Max Usage :81%
Result :Pass
Prepared By:
Jack Davis
TEP
Reviewed By:
FL COA# 31011
COA: 9053
Eng. Number 13348398_C3_04
June 7, 2021
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net
Table of Contents
Introduction .................................................................................................................................... 1
Supporting Documents .................................................................................................................... 1
Analysis ........................................................................................................................................... 1
Conclusion ....................................................................................................................................... 1
Existing and Reserved Equipment ..................................................................................................... 2
Equipment to be Removed............................................................................................................... 2
Proposed Equipment ....................................................................................................................... 2
Structure Usages ..............................................................................................................................3
Foundations .....................................................................................................................................3
Deflection, Twist, and Sway...............................................................................................................3
Standard Conditions .........................................................................................................................4
Calculations ......................................................................................................................... Attached
Eng. Number 13348398_C3_04
June 7, 2021
Page 1
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 145 ft guyed
tower to reflect the change in loading by Sprint Nextel.
Supporting Documents
Tower Drawings Sabre Drawing #SA1162-A, dated February 9, 1998
Foundation Drawing Sabre Drawing #SA1162-A, dated February 9, 1998
Geotechnical Report Universal Engineering Sciences Project #66750-003-01, dated October 14, 1996
Analysis
The tower was analyzed using American Tower Corporation’s tower analysis software. This program
considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222.
Basic Wind Speed:155 mph (3-Second Gust)
Basic Wind Speed w/ Ice:No Ice Considered
Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code
Exposure Category:C
Risk Category:II
Topographic Factor Procedure:Method 1
Topographic Category:1
Spectral Response:Ss = 0.05, S1 = 0.03
Site Class:D - Stiff Soil
Conclusion
Based on the analysis results, the structure meets the requirements per the applicable codes listed above.
The tower and foundation can support the equipment as described in this report.
If you have any questions or require additional information, please contact American Tower via email at
Engineering@americantower.com. Please include the American Tower site name, site number, and
engineering number in the subject line for any questions.
Eng. Number 13348398_C3_04
June 7, 2021
Page 2
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net
Existing and Reserved Equipment
Elev.1 (ft)Qty Equipment Mount Type Lines Carrier
132.0 ----SPRINT NEXTEL
6 Andrew DB982G30A-M
1 CSS X7-665-4125.0
2 CSS X7C-FRO-640
Sector Frames (12) 1 5/8" Coax
102.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52
VERIZON WIRELESS
86.0 1 Ericsson RAU2
85.0 1 Ericsson 1301-UKY 210 77/SC11 Uen Leg (1) 3/8" Coax SPRINT NEXTEL
Equipment to be Removed
Elev.1 (ft)Qty Equipment Mount Type Lines Carrier
9 RFS ACU-A20-N
3 Ericsson 800 MHz Radio Filter
1 Nokia NSN FFHS
3 RFS APXV9ERR18-C
3 Ericsson RRUS-11 800 MHz
3 Ericsson RRUS82 w/ Solarshield
3 Commscope TTTT65AP-1XR (33.3 lb)
132.0
3 Ericsson RRUS 31 B25
Sector Frames (3) 1 1/4" Hybriflex
Cable SPRINT NEXTEL
Proposed Equipment
Elev.1 (ft)Qty Equipment Mount Type Lines Carrier
3 Ericsson Radio 4460 B25+B66
3 Ericsson Radio 4480 B71+B85A
3 Ericsson Air6449 B41132.0
3 Commscope FFVV-65C-R3-V1
Sitepro VFA10-HD-80
Sector Frames
(2) 1.99" (50.7mm)
Hybrid SPRINT NEXTEL
1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations.
Install proposed lines alongside existing SPRINT NEXTEL lines.
Eng. Number 13348398_C3_04
June 7, 2021
Page 3
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net
Structure Usages
Structural Component Controlling
Usage Pass/Fail
Legs 81%Pass
Diagonals 21%Pass
Horizontals 50%Pass
Guys 75%Pass
Leg Bolts 1%Pass
Foundations
Reaction Component Original Design
Reactions
Factored Design
Reactions*Analysis Reactions % of Design
Base Axial (kips)91.5 123.5 85.2 69%
A1 Uplift (kips)41.4 55.8 37.3 67%
A1 Shear (kips)41.9 56.6 38.6 68%
* The design reactions are factored by 1.35 per ANSI/TIA-222-H, Sec. 15.6.2
The structure base reactions resulting from this analysis are acceptable when compared to those shown on the
original structure drawings, therefore no modification or reinforcement of the foundation will be required.
Deflection, Twist and Sway*
Antenna
Elevation
(ft)
Antenna Carrier Deflection
(ft)Twist (°)Sway
(Rotation) (°)
Ericsson Radio 4460 B25+B66
Ericsson Radio 4480 B71+B85A
Ericsson Air6449 B41132.0
Commscope FFVV-65C-R3-V1
SPRINT NEXTEL 0.060 0.004 0.053
102.0 Andrew Microwaves UHX6-
59W VERIZON WIRELESS 0.037 0.005 0.037
85.0 Ericsson 1301-UKY 210
77/SC11 Uen SPRINT NEXTEL 0.026 0.012 0.243
*Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net
Standard Conditions
All engineering services performed by ATC Tower Services LLC are prepared on the basis that the
information used is current and correct. This information may consist of, but is not limited to the
following:
Information supplied by the client regarding antenna, mounts and feed line loading
Information from drawings, design and analysis documents, and field notes in the possession of
ATC Tower Services LLC
It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC
and used in the performance of our engineering services is correct and complete.
All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”)
are inspected at regular intervals. Based upon these inspections and in the absence of information to
the contrary, American Tower assumes that all structures were constructed in accordance with the
drawings and specifications.
Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in
accordance with the current revision of ANSI/TIA-222.
All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the
conclusions, opinions and recommendations made by others based on the information supplied
herein.
Job Information
Tower :
Code :
Client :
Location :Strazzula, FL
SPRINT NEXTEL
ANSI/TIA-222-H
5120
© 2007 - 2021 by ATC IP LLC. All rights reserved.
Shape :Triangle
Base Width :3.00 ft
Topo Method:Method 1
Exposure :C
Risk Cat :II Topo:1 Tower Ht :145.00 ft
Sections Properties
Section Leg Members Diagonal Members Horizontal Members
Loads:155 mph no ice
30 mph w/ 0'0" radial ice
Site Class: D Ss: 0.05 S1: 0.03
60 mph Serviceability
1 PL 36 ksi PL 9 x 0.375"SOL 50 ksi 2 1/4" SOLID
2 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 2 1/4" SOLID
3 - 4 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 2" SOLID
5 - 6 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 1 3/4" SOLID
7 - 11 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 3/8" SOLIDSOL 50 ksi 2" SOLID
Sub Horiz 2Sub Diag 2Sub Horiz 1
Redundant Secondary Bracing
Section Sub Diag 1 Sub Diag 3 Sub Horiz 3
-1 - 11 - - - - -
Discrete Appurtenance
Elev (ft)Type DescriptionQty
133.00 Round Sector Frame3Mounting Frame
132.00 Commscope FFVV-65C-R3-V13Panel
132.00 Ericsson Air6449 B413Panel
132.00 Ericsson Radio 4480 B71+B85A3
132.00 Ericsson Radio 4460 B25+B663
125.00 CSS X7C-FRO-6402Panel
125.00 CSS X7-665-41Panel
125.00 Andrew DB982G30A-M6Panel
124.00 Flat Light Sector Frame3Mounting Frame
113.00 Torque Arms1Other
102.00 Andrew Microwaves UHX6-59W1Dish
86.00 Ericsson RAU21
85.00 Ericsson 1301-UKY 210 77/SC11 1Dish
83.00 Torque Arms1Other
Linear Appurtenance
Elev (ft)
From DescriptionToQty
0.00 132.00 1.99" (50.7mm) Hybri2
0.00 125.00 1 5/8" Coax12
0.00 102.00 EW522
0.00 85.00 3/8" Coax1
Job Information
Tower :
Code :
Client :
Location :Strazzula, FL
SPRINT NEXTEL
ANSI/TIA-222-H
5120
© 2007 - 2021 by ATC IP LLC. All rights reserved.
Shape :Triangle
Base Width :3.00 ft
Topo Method:Method 1
Exposure :C
Risk Cat :II Topo:1 Tower Ht :145.00 ft
Guy Anchor Design Loads
Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° )
0.00100.00 0 37.25 38.58
0.00100.00 240 37.29 38.57
0.00100.00 120 37.26 38.57
Global Base Foundation Design Loads
Horizontal (kip)Vertical (kip)
85.16 1.92
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Analysis Parameters
Height (ft):
Bottom Face Width (ft):3.00
Top Face Width (ft):3.00
Shape:Triangle
Tower Type:Guyed
145
Base Elevation (ft):0.00
Location:
Code:ANSI/TIA-222-H
Tower Manufacturer:Sabre
St. Lucie County, FL
Anchor Bolt Detail Type c
Kd:0.85
Ke:1.00
Ice & Wind Parameters
Design Ice Thickness:0.00 inTopographic Category:1
0 ftCrest Height:
Design Windspeed Without Ice:
Design Windspeed With Ice:
Operational Windspeed:
155 mph
30 mph
60 mph
Risk Category:
Exposure Category:C
II
Method 1Topographic Factor Procedure:
HMSL:19.00 ft
Seismic Parameters
(sec):8
D - Stiff SoilSite Class:
S
Analysis Method:Equivalent Lateral Force Method
S 0.054 :d1S 0.046
:1S
p:1.3
0.56Period Based on Rayleigh Method (sec):
F 2.400F1.600 , Min:0.030
, Max:0.030
:0.030TL
a
:S
:
ds :
V :CS
CS
CS0.051 0.029
Load Cases
1.2D + 1.0W Normal 155 mph Normal with No Ice
1.2D + 1.0W 60 deg 155 mph 60 degree with No Ice
1.2D + 1.0W 90 deg 155 mph 90 degree with No Ice
1.2D + 1.0W 120 deg 155 mph 120 degree with No Ice
1.2D + 1.0W 180 deg 155 mph 180 degree with No Ice
1.2D + 1.0W 210 deg 155 mph 210 degree with No Ice
1.2D + 1.0W 240 deg 155 mph 240 degree with No Ice
1.2D + 1.0W 300 deg 155 mph 300 degree with No Ice
1.2D + 1.0W 330 deg 155 mph 330 degree with No Ice
1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.00 in Radial Ice
1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.00 in Radial Ice
Page 1
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Analysis Parameters
1.2D + 1.0Ev + 1.0Eh Normal Seismic Normal
1.2D + 1.0Ev + 1.0Eh 60 deg Seismic 60 deg
1.2D + 1.0Ev + 1.0Eh 90 deg Seismic 90 deg
1.2D + 1.0Ev + 1.0Eh 120 deg Seismic 120 deg
1.2D + 1.0Ev + 1.0Eh 180 deg Seismic 180 deg
1.2D + 1.0Ev + 1.0Eh 210 deg Seismic 210 deg
1.2D + 1.0Ev + 1.0Eh 240 deg Seismic 240 deg
1.2D + 1.0Ev + 1.0Eh 300 deg Seismic 300 deg
1.2D + 1.0Ev + 1.0Eh 330 deg Seismic 330 deg
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) Normal
0.9D - 1.0Ev + 1.0Eh 60 deg Seismic (Reduced DL) 60 deg
0.9D - 1.0Ev + 1.0Eh 90 deg Seismic (Reduced DL) 90 deg
0.9D - 1.0Ev + 1.0Eh 120 deg Seismic (Reduced DL) 120 deg
0.9D - 1.0Ev + 1.0Eh 180 deg Seismic (Reduced DL) 180 deg
0.9D - 1.0Ev + 1.0Eh 210 deg Seismic (Reduced DL) 210 deg
0.9D - 1.0Ev + 1.0Eh 240 deg Seismic (Reduced DL) 240 deg
0.9D - 1.0Ev + 1.0Eh 300 deg Seismic (Reduced DL) 300 deg
0.9D - 1.0Ev + 1.0Eh 330 deg Seismic (Reduced DL) 330 deg
1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal
1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg
1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg
1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg
1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg
1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg
1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg
1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg
1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg
Page 2
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Tower Loading
(ft)
Orient.
Factor
Elevation
(ft)
Description Wt.
(lb)(sf)
EPA K Vert.
Ecc.
Qty
Discrete Appurtenance Properties
Length
(ft)
Depth
(in)
Width
(in)
1.2D + 1.0W
M
(lb-ft)
Q (WL)(DL)
(lb)
a u
(psf)
z
(lb)
F a Pa
133.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 70.21 1450 1080
132.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 70.10 1902 449
132.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 70.10 512 374
132.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 70.10 246 392
132.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 70.10 273 302
125.0 Andrew DB982G30A-6 26 6.3 0.80 0.66 -1.06.0 13.0 6.0 1173.7 69.18 1174 184
125.0 CSS X7-665-4 1 27 8.4 0.80 1.00 -1.06.0 12.5 7.0 395.5 69.18 395 33
125.0 CSS X7C-FRO-640 2 28 11.8 0.80 0.74 -1.06.0 18.8 9.0 824.1 69.18 824 67
124.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 69.18 1776 1440
113.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 67.84 865 600
102.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 66.40 2273 431
86.00 Ericsson RAU2 1 9 1.1 1.00 1.00 0.01.0 10.2 3.7 0.0 64.05 58 11
85.00 Ericsson 1301-UKY 1 24 4.3 1.00 1.00 1.02.1 25.0 16.5 234.1 64.05 234 29
83.00 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 63.58 811 600
Totals 32 4993 339.0 599212793
(ft)
Orient.Ice EPAIce Wt
Factor
Elevation
(ft)
Description
(lb)(sf)
K Vert.
Ecc.
Qty
Discrete Appurtenance Properties
Length
(ft)
Depth
(in)
Width
(in)
1.2D + 1.0Di + 1.0Wi
M
(lb-ft)
Q (WL)(DL)
(lb)
a u
(psf)
z
(lb)
F a Pa
133.0 Round Sector Frame 3 0.7530014.4 0.75 0.00.0 0.0 0.0 0.0 2.63 54 1080
132.0 Commscope FFVV-3 0.8012521.1 0.63 0.08.0 25.2 9.3 0.0 2.63 71 449
132.0 Ericsson Air6449 3 0.801045.7 0.63 0.02.8 20.6 8.6 0.0 2.63 19 374
132.0 Ericsson Radio 4460 3 0.801092.6 0.67 0.01.6 15.7 12.1 0.0 2.63 9 392
132.0 Ericsson Radio 4480 3 0.80842.9 0.67 0.01.8 15.7 7.5 0.0 2.63 10 302
125.0 Andrew DB982G30A-6 0.80266.3 0.66 -1.06.0 13.0 6.0 44.0 2.59 44 184
125.0 CSS X7-665-4 1 0.80278.4 1.00 -1.06.0 12.5 7.0 14.8 2.59 15 33
125.0 CSS X7C-FRO-640 2 0.802811.8 0.74 -1.06.0 18.8 9.0 30.9 2.59 31 67
124.0 Flat Light Sector 3 0.7540017.9 0.75 0.00.0 0.0 0.0 0.0 2.59 67 1440
113.0 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 2.54 32 600
102.0 Andrew Microwaves 1 1.0035940.3 1.00 0.06.4 76.5 60.8 0.0 2.49 85 431
86.00 Ericsson RAU2 1 1.0091.1 1.00 0.01.0 10.2 3.7 0.0 2.40 2 11
85.00 Ericsson 1301-UKY 1 1.00244.3 1.00 1.02.1 25.0 16.5 8.8 2.40 9 29
83.00 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 2.38 30 600
Totals 32 4993 339.0 5992479
(ft)
Orient.
Factor
Elevation
(ft)
Description Wt.
(lb)(sf)
EPA K Vert.
Ecc.
Qty
Discrete Appurtenance Properties
Length
(ft)
Depth
(in)
Width
(in)
1.0D + 1.0W Service
M
(lb-ft)
Q (WL)(DL)
(lb)
a u
(psf)
z
(lb)
F a Pa
133.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 10.52 217 900
132.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 10.50 285 374
132.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 10.50 77 312
132.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 10.50 37 327
132.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 10.50 41 252
125.0 Andrew DB982G30A-6 26 6.3 0.80 0.66 -1.06.0 13.0 6.0 175.9 10.37 176 153
125.0 CSS X7-665-4 1 27 8.4 0.80 1.00 -1.06.0 12.5 7.0 59.3 10.37 59 27
125.0 CSS X7C-FRO-640 2 28 11.8 0.80 0.74 -1.06.0 18.8 9.0 123.5 10.37 123 56
124.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 10.37 266 1200
113.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 10.17 130 500
Page 3
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Tower Loading
102.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 9.95 341 359
86.00 Ericsson RAU2 1 9 1.1 1.00 1.00 0.01.0 10.2 3.7 0.0 9.60 9 9
85.00 Ericsson 1301-UKY 1 24 4.3 1.00 1.00 1.02.1 25.0 16.5 35.1 9.60 35 24
83.00 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 9.53 121 500
Totals 32 4993 339.0 49931917
Page 4
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Tower Loading
Qty Zone(ft)In Block
From
(ft)Description (lb/ft)
Weight
Elev Out
OfPct
Linear Appurtenance Properties
Width
(in)
Spread On
Faces
Bundling
ArrangementArrangement
Cluster
Dia (in)
Spacing
(in)Factor
Orientation Ka
Override(ft)
Elev
To
0.00 132.0 1.99" (50.7mm) 2 1.99 1.90 2 Individual100 0.00 1.00 1.00 0.00N
0.00 125.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 1.00 1.00 0.00N
0.00 102.0 EW52 2 2.25 0.59 1 Individual100 0.00 1.00 1.00 0.00N
0.00 85.00 3/8" Coax 1 0.44 0.08 2 Individual100 0.00 1.00 1.00 0.00N
Page 5
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Equivalent Lateral Force Method
Spectral Response Acceleration for Short Period (S
Spectral Response Acceleration at 1.0 Second Period (S
Long-Period Transition Period (T
Importance Factor (I
Site Coefficient F
Site Coefficient F
Response Modification Coefficient (R):
Design Spectral Response Acceleration at Short Period (S
Design Spectral Response Acceleration at 1.0 Second Period (S
Seismic Response Coefficient (C
Upper Limit C
Lower Limit C
Period based on Rayleigh Method (sec):
Redundancy Factor (p):
Seismic Force Distribution Exponent (k):
Total Unfactored Dead Load:
Seismic Base Shear (E):
0.05
0.03
8
1.00
1.60
2.40
3.00
0.05
0.05
0.03
0.03
0.03
1.30
1.03
15.08
0.59
1 ):
d1):
k
k
0.56
e):
s):
ds):
a:
v:
s ):s
s:
s:
- Seconds):
L
Section (ft)
Above Base Weight
(lb)(lb-ft)
W
C
Horizontal
Force
(lb)(lb)
Force
Vertical
LoadCase 1.2D + 1.0Ev + 1.0Eh Seismic
Height
vx
z
11 7200.06495,821594 38140.00
10 7720.06495,158637 38130.00
9 1790.01421,111148 8124.14
8 1,1730.087129,374968 51116.64
7 8880.05987,916733 35105.00
6 1,5140.086127,9671,251 5190.00
5 1,5160.06698,9141,252 3970.00
4 1,7170.05379,2771,418 3150.00
3 1,6980.03146,3481,402 1830.00
2 1,2760.01015,1231,053 613.33
1 7600.0012,165628 13.33
Round Sector Frame 1,0900.092137,609900 54133.00
Commscope FFVV-65C-R3-V1 4530.03856,712374 22132.00
Ericsson Air6449 B41 3780.03247,336312 19132.00
Ericsson Radio 4460 B25+B66 3960.03349,611327 20132.00
Ericsson Radio 4480 B71+B85A 3050.02638,233252 15132.00
Andrew DB982G30A-M 1850.01521,948153 9125.00
CSS X7-665-4 330.0033,93027 2125.00
CSS X7C-FRO-640 680.0058,03356 3125.00
Flat Light Sector Frame 1,4530.115170,7211,200 67124.00
Torque Arms 6050.04364,652500 26113.00
Andrew Microwaves UHX6-59W 4350.02841,779359 16102.00
Ericsson RAU2 110.0018799 086.00
Ericsson 1301-UKY 210 77/SC11 Uen 290.0022,31524 185.00
Page 6
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Equivalent Lateral Force Method
Torque Arms 6050.03247,072500 1983.00
15,079 1,490,003 1.000 588 18,258
Section (ft)
Above Base Weight
(lb)(lb-ft)
W
C
Horizontal
Force
(lb)(lb)
Force
Vertical
LoadCase 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL)
Height
vx
z
11 5290.06495,821594 38140.00
10 5660.06495,158637 38130.00
9 1320.01421,111148 8124.14
8 8610.087129,374968 51116.64
7 6520.05987,916733 35105.00
6 1,1120.086127,9671,251 5190.00
5 1,1130.06698,9141,252 3970.00
4 1,2610.05379,2771,418 3150.00
3 1,2470.03146,3481,402 1830.00
2 9370.01015,1231,053 613.33
1 5580.0012,165628 13.33
Round Sector Frame 8000.092137,609900 54133.00
Commscope FFVV-65C-R3-V1 3320.03856,712374 22132.00
Ericsson Air6449 B41 2770.03247,336312 19132.00
Ericsson Radio 4460 B25+B66 2910.03349,611327 20132.00
Ericsson Radio 4480 B71+B85A 2240.02638,233252 15132.00
Andrew DB982G30A-M 1360.01521,948153 9125.00
CSS X7-665-4 240.0033,93027 2125.00
CSS X7C-FRO-640 500.0058,03356 3125.00
Flat Light Sector Frame 1,0670.115170,7211,200 67124.00
Torque Arms 4450.04364,652500 26113.00
Andrew Microwaves UHX6-59W 3190.02841,779359 16102.00
Ericsson RAU2 80.0018799 086.00
Ericsson 1301-UKY 210 77/SC11 Uen 210.0022,31524 185.00
Torque Arms 4450.03247,072500 1983.00
15,079 1,490,003 1.000 588 13,407
Page 7
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Force/Stress Summary
Section:6.667Height (ft):0.00Bot Elev (ft):1 905920 (Bot)
DIAG
HORIZ
LEG SOL - 2 1/4" SOLID
PL - PL 9 x 0.375"
0.00
-0.14
-31.69 1.2D + 1.0W Normal
1.2D + 1.0W Normal
0.000
0.722
1.66 100
100
0 0
100
100 100 35.4 50.0 163.29 0 0 0.00 0.00 19 Member X
Member Y
0.000.00000.000.00.00
100 52.1 16.5 53.58 0 0 0.00 0.00 0
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
PL - PL 9 x 0.375"
0.00
2.64
0.00
1.2D + 1.0W Normal
0
36
0 0
58
0 0.00
0
0
0
0.00
109.35
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 0
2
0
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
31.13 1.2D + 1.0W 90 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Section:13.333Height (ft):6.67Bot Elev (ft):2 905920 (top)
DIAG
HORIZ
LEG SOL - 2 1/4" SOLID
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID -1.28
-0.02
-34.05 1.2D + 1.0W 90 deg
1.2D + 1.0W Normal
1.2D + 1.0W 60 deg 4.422
2.999
3.25 100
100
100 100
100
100 100 69.3 50.0 125.90 0 0 0.00 0.00 27 Member X
Member X
Member X60.000.000018.9136.0118.8100
100 106.9 36.0 10.67 0 0 0.00 0.00 0
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID 0.88
2.22
0.00
1.2D + 1.0W Normal
1.2D + 1.0W 60 deg 36
36
0 0
58
58 39.76
0
0
0
0.00
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 2
11
0
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
34.50 1.2D + 1.0W 90 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Page 8
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Force/Stress Summary
Section:20.000Height (ft):20.00Bot Elev (ft):3 905910
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID -2.10
-0.27
-34.20 1.2D + 1.0W 90 deg
1.2D + 1.0W 60 deg
1.2D + 1.0W Normal 4.442
2.999
3.28 100
100
100 100
100
100 100 78.7 50.0 89.92 0 0 0.00 0.00 38 Member X
Member X
Member X110.000.000018.7836.0119.4100
100 106.9 36.0 10.67 0 0 0.00 0.00 2
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID 1.63
0.51
0.00
1.2D + 1.0W Normal
1.2D + 1.0W Normal 36
36
0 0
58
58 39.76
0
0
0
0.00
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 4
2
0
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
29.86 1.2D + 1.0W 120 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Section:20.000Height (ft):40.00Bot Elev (ft):4 905912
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID -3.23
-0.70
-36.52 1.2D + 1.0W Normal
1.2D + 1.0W Normal
1.2D + 1.0W 90 deg 4.442
2.999
3.28 100
100
100 100
100
100 100 78.7 50.0 89.92 0 0 0.00 0.00 40 Member X
Member X
Member X170.000.000018.7836.0119.4100
100 106.9 36.0 10.67 0 0 0.00 0.00 6
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID 2.41
0.75
0.00
1.2D + 1.0W 60 deg
1.2D + 1.0W Normal 36
36
0 0
58
58 39.76
0
0
0
0.00
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 6
3
0
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
34.29 1.2D + 1.0W 120 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Page 9
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Force/Stress Summary
Section:20.000Height (ft):60.00Bot Elev (ft):5 905904
DIAG
HORIZ
LEG SOL - 1 3/4" SOLID
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID -2.50
-0.22
-44.77 1.2D + 1.0W 120 deg
1.2D + 1.0W Normal
1.2D + 1.0W 90 deg 4.442
2.999
3.28 100
100
100 100
100
100 100 89.9 50.0 59.94 0 0 0.00 0.00 74 Member X
Member X
Member X130.000.000018.7836.0119.4100
100 106.9 36.0 10.67 0 0 0.00 0.00 2
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID 1.99
1.85
0.00
1.2D + 1.0W Normal
1.2D + 1.0W 300 deg 36
36
0 0
58
58 39.76
0
0
0
0.00
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 5
9
0
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
46.33 1.2D + 1.0W 120 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Section:20.000Height (ft):80.00Bot Elev (ft):6 90A6960
DIAG
HORIZ
LEG SOL - 1 3/4" SOLID
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID -3.98
-2.99
-48.90 1.2D + 1.0W 120 deg
1.2D + 1.0W Normal
1.2D + 1.0W 60 deg 4.442
2.999
3.28 100
100
100 100
100
100 100 89.9 50.0 59.94 0 0 0.00 0.00 81 Member X
Member X
Member X210.000.000018.7836.0119.4100
100 106.9 36.0 10.67 0 0 0.00 0.00 28
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG SOL - 1 3/4" SOLID
SOL - 7/8" SOLID
SOL - 1 1/4" SOLID 4.24
6.24
6.74 1.2D + 1.0W 60 deg
1.2D + 1.0W Normal
1.2D + 1.0W 90 deg 36
36
50 65
58
58 39.76
0
0
0
108.24
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 10
32
6 Member
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
29.28 1.2D + 1.0W 240 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Page 10
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Force/Stress Summary
Section:10.000Height (ft):100.0Bot Elev (ft):7 90A7142
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID -1.66
-1.01
-28.84 1.2D + 1.0W 120 deg
1.2D + 1.0W Normal
1.2D + 1.0W 90 deg 4.402
2.999
3.22 100
100
100 100
100
100 100 77.3 50.0 91.30 0 0 0.00 0.00 31 Member X
Member X
Member X60.000.000026.1736.0107.5100
100 106.9 36.0 10.67 0 0 0.00 0.00 9
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID 1.39
2.45
0.00
1.2D + 1.0W Normal
1.2D + 1.0W Normal 36
36
0 0
58
58 48.11
0
0
0
0.00
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 2
12
0
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
29.46 1.2D + 1.0W 120 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Section:13.280Height (ft):110.0Bot Elev (ft):8 90A6961 (Bot)
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID -5.35
-4.59
-31.60 1.2D + 1.0W 120 deg
1.2D + 1.0W 120 deg
1.2D + 1.0W Normal 4.443
2.999
3.28 100
100
100 100
100
100 100 78.7 50.0 89.91 0 0 0.00 0.00 35 Member X
Member X
Member X200.000.000025.8736.0108.6100
100 106.9 36.0 10.67 0 0 0.00 0.00 43
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID 6.08
9.89
10.77 1.2D + 1.0W 60 deg
1.2D + 1.0W Normal
1.2D + 1.0W 90 deg 36
36
50 65
58
58 48.11
0
0
0
141.37
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 12
50
7 Member
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
8.55 1.2D + 1.0W 120 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Page 11
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Force/Stress Summary
Section:1.720Height (ft):123.2Bot Elev (ft):9 90A6961 (Top)
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID -3.14
-1.11
-8.32 1.2D + 1.0W Normal
1.2D + 1.0W 120 deg
1.2D + 1.0W 240 deg 3.377
2.999
1.55 100
100
100 100
100
100 100 37.3 50.0 127.71 0 0 0.00 0.00 6 Member X
Member X
Member X90.000.000033.6236.082.5100
100 106.9 36.0 10.67 0 0 0.00 0.00 10
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID 3.38
0.99
0.00
1.2D + 1.0W 60 deg
1.2D + 1.0W 90 deg 36
36
0 0
58
58 48.11
0
0
0
0.00
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 7
5
0
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
8.53 1.2D + 1.0W 210 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Section:10.000Height (ft):125.0Bot Elev (ft):10 909243
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID -0.84
-0.27
-8.25 1.2D + 1.0W Normal
1.2D + 1.0W Normal
1.2D + 1.0W 90 deg 4.402
2.999
3.22 100
100
100 100
100
100 100 77.3 50.0 91.30 0 0 0.00 0.00 9 Member X
Member X
Member X30.000.000026.1736.0107.5100
100 106.9 36.0 10.67 0 0 0.00 0.00 2
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID 0.71
0.27
1.43 1.2D + 1.0W 60 deg
1.2D + 1.0W 60 deg
1.2D + 1.0W Normal 36
36
50 65
58
58 48.11
0
0
0
141.37
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 1
1
1 Member
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
1.53 1.2D + 1.0W Normal 0.00 0
0.95 1.2D + 1.0W 180 deg 0.00 0
0.00 0.00 0
0.00 0.00 0
0
Num
Page 12
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Force/Stress Summary
Section:10.000Height (ft):135.0Bot Elev (ft):11 Extension
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID -0.40
-0.14
-1.48 1.2D + 1.0W Normal
1.2D + 1.0W Normal
1.2D + 1.0W Normal 4.402
2.999
0.17 100
100
100 100
100
100 100 4.0 50.0 141.21 0 0 0.00 0.00 1 Member X
Member X
Member X10.000.000026.1736.0107.5100
100 106.9 36.0 10.67 0 0 0.00 0.00 1
Max Compression Member (kip)
Pu
Load Case (ft)
Len
X
Bracing %
Y Z KL/R (ksi)
F'y Phic Pn
(kip)Bolts
Num Num
Holes (kip)
phiRnv
Shear Bear
phiRn
(kip)%
Use
Controls
DIAG
HORIZ
LEG SOL - 2" SOLID
SOL - 7/8" SOLID
SOL - 1 3/8" SOLID 0.40
0.17
0.38 1.2D + 1.0W Normal
1.2D + 1.0W Normal
1.2D + 1.0W Normal 36
36
50 65
58
58 48.11
0
0
0
141.37
19.48
0
0
0 0.00
0.00
0.00 0.00
0.00
0.00 0
0
0 Member
Member
Member
Controls%
Use
(kip)
phiRn
Bear
(kip)
phiRnv
Shear
Holes
Num
Bolts
Num
(kip)
Phit Pn
(ksi)
Fu
(ksi)
Fy
Load Case(kip)
Pu
Max Tension Member
Blk Shear
phit Pn
(kip)
0.00
0.00
Bolt TypeBolts%(kip)Max Splice Forces
Pu
(kip)Load Case
Top Tension
Top Compression
Bot Compression
Bot Tension
phiRnt Use
0.05 1.2D + 1.0Ev + 1.0Eh 0.00 0
0.00 0.00 0
0.00 0.00 0
0.95 1.2D + 1.0W 180 deg 120.41 1
0
4 0.75" A325
Num
Page 13
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Detailed Reactions
Load Case Node (kip)
FX FY
(kip)(kip)
FZ
(-) = Uplift (+) = Down
Radius
(ft)
Elevation
(ft)
Azimuth
(deg)
1.2D + 1.0W Normal 1 0.00 85.10 -1.400.00 00.00
A1 0.00 -2.20 1.410100.00 00.00
A1a -27.65 -31.63 -17.29240100.00 00.00
A1b 27.65 -31.63 -17.29120100.00 00.00
1.2D + 1.0W 60 deg 1 -1.66 71.56 -0.960.00 00.00
A1 -0.95 -7.69 7.520100.00 00.00
A1a -33.30 -37.06 -19.23240100.00 00.00
A1b 6.04 -7.67 -4.58120100.00 00.00
1.2D + 1.0W 90 deg 1 -1.60 80.34 -0.310.00 00.00
A1 -1.28 -20.33 20.760100.00 00.00
A1a -33.72 -37.29 -18.73240100.00 00.00
A1b 2.10 -3.33 -1.73120100.00 00.00
1.2D + 1.0W 120 deg 1 -1.21 85.16 0.700.00 00.00
A1 -1.15 -31.65 32.590100.00 00.00
A1a -28.80 -31.67 -15.30240100.00 00.00
A1b 1.22 -2.20 -0.70120100.00 00.00
1.2D + 1.0W 180 deg 1 0.00 71.53 1.910.00 00.00
A1 0.00 -37.03 38.450100.00 00.00
A1a -6.99 -7.68 -2.94240100.00 00.00
A1b 6.99 -7.68 -2.94120100.00 00.00
1.2D + 1.0W 210 deg 1 0.54 80.31 1.530.00 00.00
A1 0.64 -37.25 38.570100.00 00.00
A1a -2.55 -3.33 -0.95240100.00 00.00
A1b 18.61 -20.33 -9.27120100.00 00.00
1.2D + 1.0W 240 deg 1 1.21 85.16 0.700.00 00.00
A1 1.15 -31.65 32.590100.00 00.00
A1a -1.22 -2.20 -0.70240100.00 00.00
A1b 28.80 -31.67 -15.30120100.00 00.00
1.2D + 1.0W 300 deg 1 1.66 71.56 -0.960.00 00.00
A1 0.95 -7.69 7.520100.00 00.00
A1a -6.04 -7.67 -4.58240100.00 00.00
A1b 33.30 -37.06 -19.23120100.00 00.00
1.2D + 1.0W 330 deg 1 1.06 80.27 -1.230.00 00.00
A1 0.45 -3.33 2.680100.00 00.00
A1a -17.33 -20.29 -11.49240100.00 00.00
A1b 33.08 -37.26 -19.84120100.00 00.00
1.2D + 1.0Di + 1.0Wi Normal 1 0.00 46.38 -0.090.00 00.00
A1 0.00 -8.26 9.080100.00 00.00
A1a -8.85 -9.36 -5.15240100.00 00.00
A1b 8.85 -9.36 -5.15120100.00 00.00
1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.08 46.34 -0.050.00 00.00
A1 -0.04 -8.62 9.450100.00 00.00
A1a -9.19 -9.72 -5.30240100.00 00.00
A1b 8.17 -8.62 -4.76120100.00 00.00
1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.09 46.36 0.000.00 00.00
A1 -0.05 -8.99 9.850100.00 00.00
A1a -9.11 -9.63 -5.24240100.00 00.00
A1b 7.94 -8.35 -4.61120100.00 00.00
Page 14
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.08 46.38 0.050.00 00.00
A1 -0.04 -9.36 10.240100.00 00.00
A1a -8.88 -9.36 -5.09240100.00 00.00
A1b 7.87 -8.26 -4.54120100.00 00.00
1.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 46.34 0.090.00 00.00
A1 0.00 -9.72 10.610100.00 00.00
A1a -8.21 -8.62 -4.69240100.00 00.00
A1b 8.21 -8.62 -4.69120100.00 00.00
1.2D + 1.0Di + 1.0Wi 210 deg 1 0.05 46.36 0.080.00 00.00
A1 0.02 -9.63 10.510100.00 00.00
A1a -7.96 -8.36 -4.57240100.00 00.00
A1b 8.55 -8.99 -4.88120100.00 00.00
1.2D + 1.0Di + 1.0Wi 240 deg 1 0.08 46.38 0.050.00 00.00
A1 0.04 -9.36 10.240100.00 00.00
A1a -7.87 -8.26 -4.54240100.00 00.00
A1b 8.88 -9.36 -5.09120100.00 00.00
1.2D + 1.0Di + 1.0Wi 300 deg 1 0.08 46.34 -0.050.00 00.00
A1 0.04 -8.62 9.450100.00 00.00
A1a -8.17 -8.62 -4.76240100.00 00.00
A1b 9.19 -9.72 -5.30120100.00 00.00
1.2D + 1.0Di + 1.0Wi 330 deg 1 0.05 46.36 -0.080.00 00.00
A1 0.02 -8.36 9.180100.00 00.00
A1a -8.50 -8.99 -4.96240100.00 00.00
A1b 9.09 -9.63 -5.27120100.00 00.00
1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -7.44 8.150100.00 00.00
A1a -7.53 -8.05 -4.35240100.00 00.00
A1b 7.53 -8.05 -4.35120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -7.64 8.330100.00 00.00
A1a -7.69 -8.25 -4.44240100.00 00.00
A1b 7.21 -7.64 -4.17120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -7.85 8.520100.00 00.00
A1a -7.65 -8.20 -4.42240100.00 00.00
A1b 7.10 -7.50 -4.10120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 120 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -8.05 8.700100.00 00.00
A1a -7.53 -8.05 -4.35240100.00 00.00
A1b 7.06 -7.44 -4.07120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 180 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -8.25 8.880100.00 00.00
A1a -7.22 -7.64 -4.16240100.00 00.00
A1b 7.22 -7.64 -4.16120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 210 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -8.20 8.830100.00 00.00
A1a -7.10 -7.50 -4.10240100.00 00.00
A1b 7.38 -7.85 -4.26120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 240 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -8.05 8.700100.00 00.00
A1a -7.06 -7.44 -4.07240100.00 00.00
A1b 7.53 -8.05 -4.35120100.00 00.00
Page 15
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
1.2D + 1.0Ev + 1.0Eh 300 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -7.64 8.330100.00 00.00
A1a -7.21 -7.64 -4.17240100.00 00.00
A1b 7.69 -8.25 -4.44120100.00 00.00
1.2D + 1.0Ev + 1.0Eh 330 deg M1 1 0.00 43.09 0.000.00 00.00
A1 0.00 -7.50 8.200100.00 00.00
A1a -7.37 -7.85 -4.26240100.00 00.00
A1b 7.65 -8.20 -4.42120100.00 00.00
0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -7.52 8.220100.00 00.00
A1a -7.59 -8.12 -4.39240100.00 00.00
A1b 7.59 -8.12 -4.39120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -7.72 8.400100.00 00.00
A1a -7.75 -8.32 -4.48240100.00 00.00
A1b 7.28 -7.72 -4.20120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -7.92 8.590100.00 00.00
A1a -7.71 -8.27 -4.45240100.00 00.00
A1b 7.16 -7.57 -4.13120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 120 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -8.12 8.770100.00 00.00
A1a -7.60 -8.12 -4.38240100.00 00.00
A1b 7.12 -7.52 -4.11120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 180 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -8.32 8.950100.00 00.00
A1a -7.28 -7.72 -4.20240100.00 00.00
A1b 7.28 -7.72 -4.20120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 210 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -8.27 8.900100.00 00.00
A1a -7.16 -7.57 -4.13240100.00 00.00
A1b 7.44 -7.92 -4.29120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 240 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -8.12 8.770100.00 00.00
A1a -7.12 -7.52 -4.11240100.00 00.00
A1b 7.60 -8.12 -4.38120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 300 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -7.72 8.400100.00 00.00
A1a -7.28 -7.72 -4.20240100.00 00.00
A1b 7.75 -8.32 -4.48120100.00 00.00
0.9D - 1.0Ev + 1.0Eh 330 deg M1 1 0.00 38.47 0.000.00 00.00
A1 0.00 -7.57 8.270100.00 00.00
A1a -7.43 -7.92 -4.29240100.00 00.00
A1b 7.71 -8.27 -4.45120100.00 00.00
1.0D + 1.0W Service Normal 1 0.00 40.49 -0.360.00 00.00
A1 0.00 -5.11 5.680100.00 00.00
A1a -8.77 -9.48 -5.23240100.00 00.00
A1b 8.77 -9.48 -5.23120100.00 00.00
1.0D + 1.0W Service 60 deg 1 -0.29 40.66 -0.170.00 00.00
A1 -0.15 -6.65 7.230100.00 00.00
A1a -10.20 -11.02 -5.89240100.00 00.00
A1b 6.19 -6.64 -3.74120100.00 00.00
1.0D + 1.0W Service 90 deg 1 -0.34 40.57 0.010.00 00.00
Page 16
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
A1 -0.18 -8.06 8.710100.00 00.00
A1a -9.86 -10.59 -5.61240100.00 00.00
A1b 5.24 -5.53 -3.11120100.00 00.00
1.0D + 1.0W Service 120 deg 1 -0.31 40.49 0.180.00 00.00
A1 -0.15 -9.48 10.210100.00 00.00
A1a -8.92 -9.48 -4.98240100.00 00.00
A1b 4.92 -5.11 -2.84120100.00 00.00
1.0D + 1.0W Service 180 deg 1 0.00 40.66 0.330.00 00.00
A1 0.00 -11.03 11.790100.00 00.00
A1a -6.33 -6.64 -3.49240100.00 00.00
A1b 6.33 -6.64 -3.49120100.00 00.00
1.0D + 1.0W Service 210 deg 1 0.18 40.57 0.290.00 00.00
A1 0.07 -10.59 11.350100.00 00.00
A1a -5.31 -5.53 -2.99240100.00 00.00
A1b 7.64 -8.06 -4.20120100.00 00.00
1.0D + 1.0W Service 240 deg 1 0.31 40.49 0.180.00 00.00
A1 0.15 -9.48 10.210100.00 00.00
A1a -4.92 -5.11 -2.84240100.00 00.00
A1b 8.92 -9.48 -4.98120100.00 00.00
1.0D + 1.0W Service 300 deg 1 0.29 40.66 -0.170.00 00.00
A1 0.15 -6.65 7.230100.00 00.00
A1a -6.19 -6.64 -3.74240100.00 00.00
A1b 10.20 -11.02 -5.89120100.00 00.00
1.0D + 1.0W Service 330 deg 1 0.16 40.57 -0.300.00 00.00
A1 0.07 -5.54 6.100100.00 00.00
A1a -7.46 -8.06 -4.51240100.00 00.00
A1b 9.79 -10.59 -5.74120100.00 00.00
Page 17
6/9/2021 10:10:14 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Guy Anchor Design Loads
Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° )
0.00100.00 0 37.25 38.58
0.00100.00 240 37.29 38.57
0.00100.00 120 37.26 38.57
Tension
Maximum Cable Forces Summary
Load Case
Anchor
Node
Allow
(kip)(kip)
Tower
Node
Use
%
Applied
TensionElevation
(ft)Cable
1.2D + 1.0W 60 deg A1a 23b 12.48 6.43 5246.72 7/16 EHS
1.2D + 1.0W 210 deg A1 T2b 16.14 7.83 4983.44 1/2 EHS
1.2D + 1.0W 90 deg A1a T3a 21.00 10.88 52113.44 9/16 EHS
1.2D + 1.0W 90 deg A1a 59b 16.14 12.08 75131.61 1/2 EHS
Maximum Torque Arm Stress Summary
Load Case Member Type Compression %Elevation (ft)Tension %
1.2D + 1.0W 60 deg 47.00 PL 3 x 0.375 Horiz 9
1.2D + 1.0W Normal 83.00 C8 x 18.75 Horiz 2
1.2D + 1.0W Normal 113.00 C8 x 18.75 Horiz 2
1.2D + 1.0W Normal 131.00 PL 3 x 0.375 Horiz 12
Page 18
6/9/2021 10:10:15 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
(deg)(ft)
Elevation
(ft)
Deflection Sway
(deg)
Twist
Deflections and Rotations
Load Case
Resultant
(deg)
155 mph Normal with No Ice 0.512 1.160283.44 0.0173 1.1602
155 mph Normal with No Ice 0.545 0.892186.72 0.0243 0.8924
155 mph Normal with No Ice 0.738 0.6976103.39 0.0127 0.6982
155 mph Normal with No Ice 0.862 1.6725113.44 -0.0106 1.6725
155 mph Normal with No Ice 0.996 0.8226123.28 -0.0195 0.8233
155 mph Normal with No Ice 1.019 0.6866125.00 -0.0213 0.6869
155 mph Normal with No Ice 1.107 0.7645131.61 -0.0280 0.7651
155 mph 60 degree with No Ice 0.306 0.997383.44 0.0180 0.9974
155 mph 60 degree with No Ice 0.324 0.672686.72 0.0197 0.6726
155 mph 60 degree with No Ice 0.434 0.4000103.39 0.0086 0.4002
155 mph 60 degree with No Ice 0.507 1.1930113.44 0.0004 1.1932
155 mph 60 degree with No Ice 0.589 0.4825123.28 -0.0190 0.4838
155 mph 60 degree with No Ice 0.603 0.5886125.00 -0.0227 0.5905
155 mph 60 degree with No Ice 0.658 0.4777131.61 -0.0236 0.4788
155 mph 90 degree with No Ice 0.446 1.054383.44 -0.0543 1.0566
155 mph 90 degree with No Ice 0.475 0.823086.72 -0.0525 0.8269
155 mph 90 degree with No Ice 0.642 0.6127103.39 -0.0759 0.6230
155 mph 90 degree with No Ice 0.752 1.5315113.44 -0.0913 1.5364
155 mph 90 degree with No Ice 0.872 0.6929123.28 -0.0942 0.7029
155 mph 90 degree with No Ice 0.894 0.8575125.00 -0.0971 0.8659
155 mph 90 degree with No Ice 0.974 0.6972131.61 -0.1150 0.7072
155 mph 120 degree with No Ice 0.510 1.145883.44 0.0174 1.1458
155 mph 120 degree with No Ice 0.543 0.897386.72 0.0246 0.8976
155 mph 120 degree with No Ice 0.737 0.7068103.39 0.0145 0.7074
155 mph 120 degree with No Ice 0.864 1.6849113.44 0.0024 1.6849
155 mph 120 degree with No Ice 1.000 0.8013123.28 0.0128 0.8015
155 mph 120 degree with No Ice 1.024 0.9025125.00 0.0104 0.9025
155 mph 120 degree with No Ice 1.115 0.7926131.61 -0.0226 0.7930
155 mph 180 degree with No Ice 0.308 0.985583.44 0.0196 0.9856
155 mph 180 degree with No Ice 0.326 0.669286.72 0.0217 0.6693
155 mph 180 degree with No Ice 0.435 0.3950103.39 0.0124 0.3952
155 mph 180 degree with No Ice 0.506 1.1994113.44 -0.0157 1.1995
155 mph 180 degree with No Ice 0.587 0.5124123.28 -0.0194 0.5128
155 mph 180 degree with No Ice 0.600 0.3727125.00 -0.0200 0.3733
155 mph 180 degree with No Ice 0.653 0.4548131.61 -0.0222 0.4556
155 mph 210 degree with No Ice 0.447 1.061283.44 -0.0621 1.0635
155 mph 210 degree with No Ice 0.476 0.818786.72 -0.0799 0.8226
155 mph 210 degree with No Ice 0.643 0.6071103.39 -0.1143 0.6178
155 mph 210 degree with No Ice 0.752 1.5256113.44 -0.1158 1.5307
155 mph 210 degree with No Ice 0.870 0.7148123.28 -0.1415 0.7287
155 mph 210 degree with No Ice 0.891 0.6958125.00 -0.1420 0.7108
155 mph 210 degree with No Ice 0.969 0.6768131.61 -0.1220 0.6877
155 mph 240 degree with No Ice 0.510 1.145883.44 0.0172 1.1458
155 mph 240 degree with No Ice 0.543 0.898486.72 0.0240 0.8987
155 mph 240 degree with No Ice 0.737 0.7071103.39 -0.0318 0.7078
155 mph 240 degree with No Ice 0.864 1.6850113.44 -0.0275 1.6851
155 mph 240 degree with No Ice 1.000 0.8032123.28 -0.0544 0.8050
155 mph 240 degree with No Ice 1.025 0.8993125.00 -0.0541 0.8998
155 mph 240 degree with No Ice 1.115 0.7926131.61 -0.0325 0.7932
155 mph 300 degree with No Ice 0.306 0.997383.44 0.0212 0.9974
155 mph 300 degree with No Ice 0.324 0.672786.72 0.0236 0.6728
155 mph 300 degree with No Ice 0.434 0.3997103.39 -0.0247 0.3999
155 mph 300 degree with No Ice 0.507 1.1929113.44 -0.0278 1.1929
155 mph 300 degree with No Ice 0.588 0.4814123.28 -0.0175 0.4814
155 mph 300 degree with No Ice 0.603 0.5895125.00 -0.0152 0.5895
Page 19
6/9/2021 10:10:15 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
155 mph 300 degree with No Ice 0.658 0.4775131.61 -0.0218 0.4780
155 mph 330 degree with No Ice 0.448 1.070583.44 -0.0692 1.0727
155 mph 330 degree with No Ice 0.477 0.816886.72 -0.0810 0.8207
155 mph 330 degree with No Ice 0.642 0.6021103.39 -0.1121 0.6122
155 mph 330 degree with No Ice 0.750 1.5168113.44 -0.1202 1.5216
155 mph 330 degree with No Ice 0.868 0.7162123.28 -0.1095 0.7241
155 mph 330 degree with No Ice 0.888 0.6346125.00 -0.1080 0.6437
155 mph 330 degree with No Ice 0.965 0.6661131.61 -0.1186 0.6759
30 mph Normal with 0.00 in Radial Ice 0.007 0.495583.44 0.0089 0.4955
30 mph Normal with 0.00 in Radial Ice 0.007 0.137386.72 0.0065 0.1375
30 mph Normal with 0.00 in Radial Ice 0.009 0.0086103.39 -0.0039 0.0096
30 mph Normal with 0.00 in Radial Ice 0.010 0.5461113.44 -0.0088 0.5462
30 mph Normal with 0.00 in Radial Ice 0.012 0.0167123.28 -0.0057 0.0176
30 mph Normal with 0.00 in Radial Ice 0.012 0.0078125.00 -0.0053 0.0095
30 mph Normal with 0.00 in Radial Ice 0.014 0.0126131.61 -0.0042 0.0133
30 mph 60 deg with 0.00 in Radial Ice 0.007 0.499283.44 0.0088 0.4992
30 mph 60 deg with 0.00 in Radial Ice 0.007 0.141486.72 0.0065 0.1415
30 mph 60 deg with 0.00 in Radial Ice 0.009 0.0096103.39 -0.0037 0.0104
30 mph 60 deg with 0.00 in Radial Ice 0.011 0.5485113.44 -0.0084 0.5486
30 mph 60 deg with 0.00 in Radial Ice 0.013 0.0174123.28 -0.0055 0.0184
30 mph 60 deg with 0.00 in Radial Ice 0.013 0.0158125.00 -0.0051 0.0167
30 mph 60 deg with 0.00 in Radial Ice 0.014 0.0135131.61 -0.0041 0.0142
30 mph 90 deg with 0.00 in Radial Ice 0.007 0.498783.44 0.0091 0.4987
30 mph 90 deg with 0.00 in Radial Ice 0.007 0.140186.72 0.0068 0.1403
30 mph 90 deg with 0.00 in Radial Ice 0.009 0.0094103.39 -0.0035 0.0102
30 mph 90 deg with 0.00 in Radial Ice 0.010 0.5480113.44 -0.0081 0.5481
30 mph 90 deg with 0.00 in Radial Ice 0.012 0.0162123.28 -0.0052 0.0172
30 mph 90 deg with 0.00 in Radial Ice 0.013 0.0178125.00 -0.0048 0.0185
30 mph 90 deg with 0.00 in Radial Ice 0.014 0.0128131.61 -0.0037 0.0134
30 mph 120 deg with 0.00 in Radial Ice 0.007 0.496083.44 0.0089 0.4960
30 mph 120 deg with 0.00 in Radial Ice 0.007 0.137386.72 0.0065 0.1375
30 mph 120 deg with 0.00 in Radial Ice 0.009 0.0087103.39 -0.0037 0.0097
30 mph 120 deg with 0.00 in Radial Ice 0.010 0.5461113.44 -0.0085 0.5461
30 mph 120 deg with 0.00 in Radial Ice 0.012 0.0158123.28 -0.0055 0.0168
30 mph 120 deg with 0.00 in Radial Ice 0.013 0.0159125.00 -0.0051 0.0168
30 mph 120 deg with 0.00 in Radial Ice 0.014 0.0133131.61 -0.0041 0.0140
30 mph 180 deg with 0.00 in Radial Ice 0.007 0.498783.44 0.0088 0.4987
30 mph 180 deg with 0.00 in Radial Ice 0.007 0.141386.72 0.0065 0.1414
30 mph 180 deg with 0.00 in Radial Ice 0.009 0.0095103.39 -0.0040 0.0103
30 mph 180 deg with 0.00 in Radial Ice 0.011 0.5487113.44 -0.0089 0.5488
30 mph 180 deg with 0.00 in Radial Ice 0.013 0.0186123.28 -0.0058 0.0195
30 mph 180 deg with 0.00 in Radial Ice 0.013 0.0075125.00 -0.0053 0.0093
30 mph 180 deg with 0.00 in Radial Ice 0.014 0.0128131.61 -0.0042 0.0135
30 mph 210 deg with 0.00 in Radial Ice 0.007 0.498183.44 0.0091 0.4982
30 mph 210 deg with 0.00 in Radial Ice 0.007 0.140086.72 0.0068 0.1401
30 mph 210 deg with 0.00 in Radial Ice 0.009 0.0092103.39 -0.0040 0.0101
30 mph 210 deg with 0.00 in Radial Ice 0.010 0.5482113.44 -0.0089 0.5483
30 mph 210 deg with 0.00 in Radial Ice 0.012 0.0176123.28 -0.0057 0.0185
30 mph 210 deg with 0.00 in Radial Ice 0.013 0.0112125.00 -0.0052 0.0123
30 mph 210 deg with 0.00 in Radial Ice 0.014 0.0121131.61 -0.0039 0.0127
30 mph 240 deg with 0.00 in Radial Ice 0.007 0.495883.44 0.0089 0.4959
30 mph 240 deg with 0.00 in Radial Ice 0.007 0.137486.72 0.0065 0.1376
30 mph 240 deg with 0.00 in Radial Ice 0.009 0.0087103.39 -0.0043 0.0097
30 mph 240 deg with 0.00 in Radial Ice 0.010 0.5459113.44 -0.0094 0.5460
30 mph 240 deg with 0.00 in Radial Ice 0.012 0.0153123.28 -0.0060 0.0163
30 mph 240 deg with 0.00 in Radial Ice 0.013 0.0155125.00 -0.0056 0.0164
30 mph 240 deg with 0.00 in Radial Ice 0.014 0.0134131.61 -0.0043 0.0140
30 mph 300 deg with 0.00 in Radial Ice 0.007 0.499283.44 0.0088 0.4992
30 mph 300 deg with 0.00 in Radial Ice 0.007 0.141486.72 0.0065 0.1415
30 mph 300 deg with 0.00 in Radial Ice 0.009 0.0096103.39 -0.0042 0.0104
30 mph 300 deg with 0.00 in Radial Ice 0.011 0.5485113.44 -0.0093 0.5486
30 mph 300 deg with 0.00 in Radial Ice 0.013 0.0173123.28 -0.0060 0.0183
Page 20
6/9/2021 10:10:15 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
30 mph 300 deg with 0.00 in Radial Ice 0.013 0.0152125.00 -0.0055 0.0161
30 mph 300 deg with 0.00 in Radial Ice 0.014 0.0136131.61 -0.0043 0.0143
30 mph 330 deg with 0.00 in Radial Ice 0.007 0.498483.44 0.0091 0.4985
30 mph 330 deg with 0.00 in Radial Ice 0.007 0.140186.72 0.0068 0.1402
30 mph 330 deg with 0.00 in Radial Ice 0.009 0.0093103.39 -0.0039 0.0101
30 mph 330 deg with 0.00 in Radial Ice 0.010 0.5481113.44 -0.0088 0.5482
30 mph 330 deg with 0.00 in Radial Ice 0.012 0.0171123.28 -0.0056 0.0181
30 mph 330 deg with 0.00 in Radial Ice 0.013 0.0109125.00 -0.0051 0.0121
30 mph 330 deg with 0.00 in Radial Ice 0.014 0.0122131.61 -0.0039 0.0128
Seismic Normal M1 0.003 0.424183.44 0.0089 0.4241
Seismic Normal M1 0.003 0.118886.72 0.0067 0.1190
Seismic Normal M1 0.006 0.0110103.39 -0.0037 0.0117
Seismic Normal M1 0.008 0.4867113.44 -0.0089 0.4868
Seismic Normal M1 0.010 0.0178123.28 -0.0050 0.0185
Seismic Normal M1 0.010 0.0152125.00 -0.0045 0.0158
Seismic Normal M1 0.012 0.0152131.61 -0.0032 0.0156
Seismic 60 deg M1 0.003 0.424083.44 0.0089 0.4241
Seismic 60 deg M1 0.003 0.122486.72 0.0066 0.1226
Seismic 60 deg M1 0.006 0.0115103.39 -0.0036 0.0121
Seismic 60 deg M1 0.008 0.4864113.44 -0.0088 0.4865
Seismic 60 deg M1 0.010 0.0193123.28 -0.0049 0.0199
Seismic 60 deg M1 0.010 0.0150125.00 -0.0044 0.0157
Seismic 60 deg M1 0.012 0.0153131.61 -0.0031 0.0156
Seismic 90 deg M1 0.003 0.424083.44 0.0089 0.4241
Seismic 90 deg M1 0.003 0.121386.72 0.0067 0.1215
Seismic 90 deg M1 0.006 0.0114103.39 -0.0036 0.0121
Seismic 90 deg M1 0.008 0.4866113.44 -0.0088 0.4867
Seismic 90 deg M1 0.010 0.0186123.28 -0.0049 0.0193
Seismic 90 deg M1 0.010 0.0154125.00 -0.0044 0.0161
Seismic 90 deg M1 0.012 0.0145131.61 -0.0031 0.0149
Seismic 120 deg M1 0.003 0.424183.44 0.0089 0.4242
Seismic 120 deg M1 0.003 0.118886.72 0.0067 0.1190
Seismic 120 deg M1 0.006 0.0110103.39 -0.0036 0.0117
Seismic 120 deg M1 0.008 0.4867113.44 -0.0088 0.4868
Seismic 120 deg M1 0.010 0.0178123.28 -0.0049 0.0185
Seismic 120 deg M1 0.010 0.0152125.00 -0.0044 0.0158
Seismic 120 deg M1 0.012 0.0152131.61 -0.0031 0.0156
Seismic 180 deg M1 0.003 0.424083.44 0.0089 0.4241
Seismic 180 deg M1 0.003 0.122486.72 0.0066 0.1226
Seismic 180 deg M1 0.006 0.0115103.39 -0.0037 0.0121
Seismic 180 deg M1 0.008 0.4864113.44 -0.0090 0.4865
Seismic 180 deg M1 0.010 0.0193123.28 -0.0050 0.0199
Seismic 180 deg M1 0.010 0.0150125.00 -0.0045 0.0157
Seismic 180 deg M1 0.012 0.0153131.61 -0.0031 0.0156
Seismic 210 deg M1 0.003 0.424083.44 0.0089 0.4241
Seismic 210 deg M1 0.003 0.121386.72 0.0067 0.1215
Seismic 210 deg M1 0.006 0.0114103.39 -0.0038 0.0121
Seismic 210 deg M1 0.008 0.4866113.44 -0.0091 0.4867
Seismic 210 deg M1 0.010 0.0186123.28 -0.0051 0.0193
Seismic 210 deg M1 0.010 0.0154125.00 -0.0045 0.0161
Seismic 210 deg M1 0.012 0.0145131.61 -0.0031 0.0149
Seismic 240 deg M1 0.003 0.424183.44 0.0089 0.4242
Seismic 240 deg M1 0.003 0.118886.72 0.0067 0.1190
Seismic 240 deg M1 0.006 0.0110103.39 -0.0038 0.0117
Seismic 240 deg M1 0.008 0.4867113.44 -0.0091 0.4868
Seismic 240 deg M1 0.010 0.0178123.28 -0.0051 0.0185
Seismic 240 deg M1 0.010 0.0152125.00 -0.0046 0.0158
Seismic 240 deg M1 0.012 0.0152131.61 -0.0032 0.0156
Seismic 300 deg M1 0.003 0.424083.44 0.0089 0.4241
Seismic 300 deg M1 0.003 0.122486.72 0.0066 0.1226
Seismic 300 deg M1 0.006 0.0115103.39 -0.0038 0.0121
Seismic 300 deg M1 0.008 0.4864113.44 -0.0091 0.4865
Page 21
6/9/2021 10:10:15 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Seismic 300 deg M1 0.010 0.0193123.28 -0.0051 0.0199
Seismic 300 deg M1 0.010 0.0150125.00 -0.0046 0.0157
Seismic 300 deg M1 0.012 0.0153131.61 -0.0032 0.0156
Seismic 330 deg M1 0.003 0.424083.44 0.0089 0.4241
Seismic 330 deg M1 0.003 0.121386.72 0.0067 0.1215
Seismic 330 deg M1 0.006 0.0114103.39 -0.0038 0.0121
Seismic 330 deg M1 0.008 0.4866113.44 -0.0090 0.4867
Seismic 330 deg M1 0.010 0.0186123.28 -0.0051 0.0193
Seismic 330 deg M1 0.010 0.0154125.00 -0.0046 0.0161
Seismic 330 deg M1 0.012 0.0145131.61 -0.0032 0.0149
Seismic (Reduced DL) Normal M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) Normal M1 0.003 0.119686.72 0.0061 0.1198
Seismic (Reduced DL) Normal M1 0.006 0.0110103.39 -0.0033 0.0115
Seismic (Reduced DL) Normal M1 0.008 0.4913113.44 -0.0081 0.4913
Seismic (Reduced DL) Normal M1 0.010 0.0177123.28 -0.0050 0.0183
Seismic (Reduced DL) Normal M1 0.010 0.0152125.00 -0.0045 0.0158
Seismic (Reduced DL) Normal M1 0.012 0.0151131.61 -0.0037 0.0155
Seismic (Reduced DL) 60 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 60 deg M1 0.003 0.123386.72 0.0061 0.1234
Seismic (Reduced DL) 60 deg M1 0.006 0.0115103.39 -0.0033 0.0120
Seismic (Reduced DL) 60 deg M1 0.008 0.4910113.44 -0.0080 0.4911
Seismic (Reduced DL) 60 deg M1 0.010 0.0193123.28 -0.0048 0.0199
Seismic (Reduced DL) 60 deg M1 0.010 0.0149125.00 -0.0044 0.0156
Seismic (Reduced DL) 60 deg M1 0.012 0.0152131.61 -0.0036 0.0156
Seismic (Reduced DL) 90 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 90 deg M1 0.003 0.122186.72 0.0061 0.1223
Seismic (Reduced DL) 90 deg M1 0.006 0.0114103.39 -0.0033 0.0119
Seismic (Reduced DL) 90 deg M1 0.008 0.4912113.44 -0.0080 0.4913
Seismic (Reduced DL) 90 deg M1 0.010 0.0187123.28 -0.0048 0.0193
Seismic (Reduced DL) 90 deg M1 0.010 0.0153125.00 -0.0044 0.0160
Seismic (Reduced DL) 90 deg M1 0.012 0.0144131.61 -0.0036 0.0149
Seismic (Reduced DL) 120 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 120 deg M1 0.003 0.119686.72 0.0061 0.1198
Seismic (Reduced DL) 120 deg M1 0.006 0.0110103.39 -0.0033 0.0115
Seismic (Reduced DL) 120 deg M1 0.008 0.4913113.44 -0.0080 0.4914
Seismic (Reduced DL) 120 deg M1 0.010 0.0177123.28 -0.0048 0.0183
Seismic (Reduced DL) 120 deg M1 0.010 0.0152125.00 -0.0044 0.0158
Seismic (Reduced DL) 120 deg M1 0.012 0.0151131.61 -0.0036 0.0155
Seismic (Reduced DL) 180 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 180 deg M1 0.003 0.123386.72 0.0061 0.1234
Seismic (Reduced DL) 180 deg M1 0.006 0.0115103.39 -0.0034 0.0120
Seismic (Reduced DL) 180 deg M1 0.008 0.4910113.44 -0.0082 0.4911
Seismic (Reduced DL) 180 deg M1 0.010 0.0193123.28 -0.0049 0.0199
Seismic (Reduced DL) 180 deg M1 0.010 0.0149125.00 -0.0045 0.0156
Seismic (Reduced DL) 180 deg M1 0.012 0.0152131.61 -0.0036 0.0156
Seismic (Reduced DL) 210 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 210 deg M1 0.003 0.122186.72 0.0061 0.1223
Seismic (Reduced DL) 210 deg M1 0.006 0.0114103.39 -0.0034 0.0119
Seismic (Reduced DL) 210 deg M1 0.008 0.4912113.44 -0.0083 0.4913
Seismic (Reduced DL) 210 deg M1 0.010 0.0187123.28 -0.0050 0.0193
Seismic (Reduced DL) 210 deg M1 0.010 0.0153125.00 -0.0046 0.0160
Seismic (Reduced DL) 210 deg M1 0.012 0.0144131.61 -0.0036 0.0149
Seismic (Reduced DL) 240 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 240 deg M1 0.003 0.119686.72 0.0061 0.1198
Seismic (Reduced DL) 240 deg M1 0.006 0.0110103.39 -0.0035 0.0115
Seismic (Reduced DL) 240 deg M1 0.008 0.4913113.44 -0.0083 0.4914
Seismic (Reduced DL) 240 deg M1 0.010 0.0177123.28 -0.0051 0.0183
Seismic (Reduced DL) 240 deg M1 0.010 0.0152125.00 -0.0046 0.0158
Seismic (Reduced DL) 240 deg M1 0.012 0.0151131.61 -0.0037 0.0155
Seismic (Reduced DL) 300 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 300 deg M1 0.003 0.123386.72 0.0061 0.1234
Seismic (Reduced DL) 300 deg M1 0.006 0.0115103.39 -0.0035 0.0120
Page 22
6/9/2021 10:10:15 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Seismic (Reduced DL) 300 deg M1 0.008 0.4910113.44 -0.0083 0.4911
Seismic (Reduced DL) 300 deg M1 0.010 0.0193123.28 -0.0051 0.0199
Seismic (Reduced DL) 300 deg M1 0.010 0.0149125.00 -0.0046 0.0156
Seismic (Reduced DL) 300 deg M1 0.012 0.0152131.61 -0.0037 0.0156
Seismic (Reduced DL) 330 deg M1 0.003 0.427383.44 0.0082 0.4274
Seismic (Reduced DL) 330 deg M1 0.003 0.122186.72 0.0061 0.1223
Seismic (Reduced DL) 330 deg M1 0.006 0.0114103.39 -0.0034 0.0119
Seismic (Reduced DL) 330 deg M1 0.008 0.4912113.44 -0.0082 0.4913
Seismic (Reduced DL) 330 deg M1 0.010 0.0187123.28 -0.0050 0.0193
Seismic (Reduced DL) 330 deg M1 0.010 0.0153125.00 -0.0046 0.0160
Seismic (Reduced DL) 330 deg M1 0.012 0.0144131.61 -0.0037 0.0149
Serviceability - 60 mph Wind Normal 0.023 0.454083.44 0.0089 0.4541
Serviceability - 60 mph Wind Normal 0.024 0.139486.72 0.0067 0.1396
Serviceability - 60 mph Wind Normal 0.032 0.0316103.39 -0.0042 0.0321
Serviceability - 60 mph Wind Normal 0.038 0.5197113.44 -0.0085 0.5197
Serviceability - 60 mph Wind Normal 0.045 0.0522123.28 -0.0059 0.0527
Serviceability - 60 mph Wind Normal 0.047 0.0318125.00 -0.0055 0.0322
Serviceability - 60 mph Wind Normal 0.051 0.0439131.61 -0.0042 0.0442
Serviceability - 60 mph Wind 60 deg 0.028 0.466083.44 0.0085 0.4660
Serviceability - 60 mph Wind 60 deg 0.030 0.160686.72 0.0063 0.1607
Serviceability - 60 mph Wind 60 deg 0.040 0.0402103.39 -0.0037 0.0405
Serviceability - 60 mph Wind 60 deg 0.047 0.5323113.44 -0.0079 0.5324
Serviceability - 60 mph Wind 60 deg 0.056 0.0566123.28 -0.0058 0.0570
Serviceability - 60 mph Wind 60 deg 0.058 0.0693125.00 -0.0055 0.0697
Serviceability - 60 mph Wind 60 deg 0.064 0.0536131.61 -0.0044 0.0539
Serviceability - 60 mph Wind 90 deg 0.026 0.464383.44 0.0133 0.4645
Serviceability - 60 mph Wind 90 deg 0.027 0.153686.72 0.0111 0.1539
Serviceability - 60 mph Wind 90 deg 0.037 0.0369103.39 0.0018 0.0369
Serviceability - 60 mph Wind 90 deg 0.043 0.5271113.44 -0.0009 0.5272
Serviceability - 60 mph Wind 90 deg 0.051 0.0522123.28 0.0013 0.0522
Serviceability - 60 mph Wind 90 deg 0.053 0.0753125.00 0.0016 0.0753
Serviceability - 60 mph Wind 90 deg 0.058 0.0511131.61 0.0028 0.0511
Serviceability - 60 mph Wind 120 deg 0.023 0.456183.44 0.0089 0.4562
Serviceability - 60 mph Wind 120 deg 0.024 0.139586.72 0.0067 0.1397
Serviceability - 60 mph Wind 120 deg 0.032 0.0321103.39 -0.0033 0.0326
Serviceability - 60 mph Wind 120 deg 0.038 0.5196113.44 -0.0074 0.5196
Serviceability - 60 mph Wind 120 deg 0.045 0.0481123.28 -0.0049 0.0483
Serviceability - 60 mph Wind 120 deg 0.047 0.0644125.00 -0.0046 0.0646
Serviceability - 60 mph Wind 120 deg 0.052 0.0470131.61 -0.0038 0.0472
Serviceability - 60 mph Wind 180 deg 0.028 0.463983.44 0.0084 0.4640
Serviceability - 60 mph Wind 180 deg 0.030 0.160386.72 0.0062 0.1604
Serviceability - 60 mph Wind 180 deg 0.041 0.0399103.39 -0.0054 0.0403
Serviceability - 60 mph Wind 180 deg 0.048 0.5331113.44 -0.0096 0.5331
Serviceability - 60 mph Wind 180 deg 0.056 0.0616123.28 -0.0069 0.0620
Serviceability - 60 mph Wind 180 deg 0.058 0.0371125.00 -0.0065 0.0378
Serviceability - 60 mph Wind 180 deg 0.063 0.0508131.61 -0.0049 0.0511
Serviceability - 60 mph Wind 210 deg 0.026 0.462083.44 0.0133 0.4622
Serviceability - 60 mph Wind 210 deg 0.027 0.153186.72 0.0111 0.1534
Serviceability - 60 mph Wind 210 deg 0.037 0.0363103.39 0.0018 0.0363
Serviceability - 60 mph Wind 210 deg 0.043 0.5281113.44 -0.0037 0.5281
Serviceability - 60 mph Wind 210 deg 0.051 0.0572123.28 0.0011 0.0572
Serviceability - 60 mph Wind 210 deg 0.052 0.0473125.00 0.0014 0.0473
Serviceability - 60 mph Wind 210 deg 0.058 0.0478131.61 0.0028 0.0479
Serviceability - 60 mph Wind 240 deg 0.023 0.455583.44 0.0089 0.4556
Serviceability - 60 mph Wind 240 deg 0.024 0.139986.72 0.0067 0.1401
Serviceability - 60 mph Wind 240 deg 0.032 0.0321103.39 -0.0057 0.0326
Serviceability - 60 mph Wind 240 deg 0.038 0.5189113.44 -0.0105 0.5190
Serviceability - 60 mph Wind 240 deg 0.045 0.0486123.28 -0.0073 0.0491
Serviceability - 60 mph Wind 240 deg 0.047 0.0633125.00 -0.0067 0.0635
Serviceability - 60 mph Wind 240 deg 0.052 0.0471131.61 -0.0047 0.0473
Serviceability - 60 mph Wind 300 deg 0.028 0.466083.44 0.0085 0.4660
Serviceability - 60 mph Wind 300 deg 0.030 0.160686.72 0.0063 0.1607
Page 23
6/9/2021 10:10:15 AM
© 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120
Site Name:
Code:ANSI/TIA-222-H
Strazzula, FL
Customer:SPRINT NEXTEL
Engineering Number:13348398_C3_04
Serviceability - 60 mph Wind 300 deg 0.040 0.0402103.39 -0.0060 0.0406
Serviceability - 60 mph Wind 300 deg 0.047 0.5323113.44 -0.0105 0.5324
Serviceability - 60 mph Wind 300 deg 0.056 0.0564123.28 -0.0074 0.0568
Serviceability - 60 mph Wind 300 deg 0.058 0.0691125.00 -0.0069 0.0693
Serviceability - 60 mph Wind 300 deg 0.064 0.0536131.61 -0.0053 0.0539
Serviceability - 60 mph Wind 330 deg 0.026 0.463083.44 0.0133 0.4632
Serviceability - 60 mph Wind 330 deg 0.027 0.153386.72 0.0111 0.1536
Serviceability - 60 mph Wind 330 deg 0.037 0.0364103.39 0.0018 0.0364
Serviceability - 60 mph Wind 330 deg 0.043 0.5277113.44 -0.0030 0.5277
Serviceability - 60 mph Wind 330 deg 0.051 0.0563123.28 0.0015 0.0563
Serviceability - 60 mph Wind 330 deg 0.052 0.0489125.00 0.0018 0.0489
Serviceability - 60 mph Wind 330 deg 0.058 0.0482131.61 0.0028 0.0482
Base
Shear
85.16 1.92
Anchor Group UpLift
Maximum Reactions Summary
A1 37.29 38.58
Page 24