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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORT
TES Project Number: 107975 Page 1 May 26, 2021
Phone (972) 483-0607, Fax (972) 975-9615
1320 Greenway Drive, Suite 600, Irving, Texas 75038
Structural Analysis Report
Existing 250 ft FWT Self Supporting Tower
Customer Name: SBA Communications Corp
Customer Site Number: FL00344-B
Customer Site Name: Greene Property
Carrier Name: Verizon (App#: 148837, V1)
Carrier Site ID / Name: 118197 / Greene Property
Site Location: 25500 Minute Maid Road
Ft. Pierce, Florida
Saint Lucie County
Latitude: 27.531305
Longitude: -80.579916
Analysis Result:
Max Structural Usage: 44.7% [Pass]
Max Foundation Usage: 58.2% [Pass]
Additional Usage Caused by Mount Modification: +0.5%
Report Prepared By: Morteza Shakeri
TES Project Number: 107975 Page 2 May 26, 2021
Introduction
The purpose of this report is to summarize the analysis results on the 250 ft FWT Self Supporting Tower to
support the proposed antennas and transmission lines in addition to those currently installed. Any modification
listed under Sources of Information was assumed completed and was included in this analysis.
Sources of Information
Tower Drawings FWT structural design # S98-0653. R1 (Job No. 14090), dated 4/22/1998
Foundation Drawing FDH Engineering, Inc. (Project No. 12-04816E N1) Dispersive Wave Propagation
Testing of an Existing Tower Foundation dated June 11, 2012
SS Tower Foundation, Greene Site, dated 3/31/1998
Geotechnical Report N/A
Modification Drawings N/A
Mount Analysis Master Consulting, Project # 20944960A, dated 4/9/2021
Analysis Criteria
The feasibility analysis was performed in accordance with the requirements and stipulations of the TIA-
222-H. In accordance with this standard, the structure was analyzed using TESTowers, a proprietary
analysis software. The program considers the structure as an elastic 3-D model with second-order effects
and temperature effects incorporated in the analysis. The analysis was performed using multiple wind
directions.
Wind Speed Used in the Analysis: 160.0 mph (3-Sec. Gust) (Ultimate wind speed)
Service Load Wind Speed: 60 mph + 0” Radial ice
Standard/Codes: TIA-222-H / 2018 IBC / Florida Building Code, 7th Edition
(2020)
Exposure Category: C
Risk Category: II
Topographic Category: 1
Crest Height: 0 ft
Seismic Parameters: SS = 0.052, S1 = 0.029
This structural analysis is based upon the tower being classified as a Risk Category II; however, if a
different classification is required subsequent to the date hereof, the tower classification will be changed
to meet such requirement and a new structural analysis will be run.
TES Project Number: 107975 Page 3 May 26, 2021
Existing Antennas, Mounts and Transmission Lines
The table below summarizes the antennas, mounts and transmission lines that were considered in the
analysis as existing on the tower.
Proposed Carrier’s Final Configuration of Antennas, Mounts and Transmission Lines
Information pertaining to the proposed carrier’s final configuration of antennas and transmission lines
was provided by SBA Communications Corp. The proposed antennas and lines are listed below.
See the attached coax layout for the line placement considered in the analysis.
Items Elevation
(ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission
Lines Owner
1
249.0
2 Scala AP20-1900/063D - Panel
(3) Sector Mount (12) 1 5/8"
Verizon
2 2 Antel BSA-185025/12- Panel
3 2 CSS X7C-FRO-640-4 - Panel
4 2 Antel BSA-185065-12 2 - Panel
5 1 CSS X7-665-4 - Panel
6 2 Raycap RHSDC-6627-PF-48 - OVP - OVP
7 120.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
8 99.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
9 85.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
10 78.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
Items Elevation
(ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission
Lines Owner
1
249.3
3 Commscope NNH4-65B-R6 - Panel
(3) Sector Mount
w/ Modifications
(6) 1 5/8"
(2) 2" Hybrid
Verizon
2 3 Ericsson AIR 6449 - Panel
3 3 Commscope CBC1923T-DS-43 -
Diplexer - TMA/TTA
4 3 Ericsson 4449 - RRU
5 3 Ericsson 8843 - RRU
6 2 Raycap RHSDC-6627-PF-48 - OVP - OVP
7 120.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
8 99.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
9 85.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
10 78.0 1 Andrew UHX6-59W-S - Dish (1) Pipe Mount (2) EW52
TES Project Number: 107975 Page 4 May 26, 2021
Analysis Results
The results of the structural analysis, performed for the wind and ice loading and antenna equipment as
defined above, are summarized as the following:
Tower Component Legs Diagonals Horizontals
Max. Usage: 44.7% 35.9% 31.3%
Pass/Fail Pass Pass Pass
Foundations
Compression (Kips) Uplift (Kips) Shear (Kips)
Original Design Reactions 854.0 719.0 100.0
Analysis Reactions 650.1 519.5 78.6
Factored Reactions* 1152.9 970.6 135.0
% of Design Reactions 56.4% 53.5% 58.2%
* Per section 15.6.2 of the TIA-222-H standard, factored reactions were obtained by multiplying a 1.35 factor to the original design
reactions.
The foundation has been investigated using the supplied documents and soils report and was found
adequate. Therefore, no modification to the foundation will be required.
Service Load Condition (Rigidity):
The maximum twist and sway of the microwave dishes under the operational wind speed as specified in
the Analysis Criteria are listed in the table below:
Elevation (ft) Antenna / Dish Carrier Twist (deg) Sway (deg)
120.0 Andrew UHX6-59W-S - Dish Verizon 0.002 0.036
99.0 Andrew UHX6-59W-S - Dish Verizon 0.001 0.031
85.0 Andrew UHX6-59W-S - Dish Verizon 0.001 0.025
78.0 Andrew UHX6-59W-S - Dish Verizon 0.001 0.025
It is recommended that the carriers review the twist and sway values of the microwave dishes.
Conclusions
Based on the analysis results, the existing structure and its foundation were found to be adequate to
safely support the existing and proposed equipment and meet the minimum requirements per the TIA -
222 Standard under the design basic wind speed as specified in the Analysis Criteria.
TES Project Number: 107975 Page 5 May 26, 2021
Standard Conditions
1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions,
LLC. Verification of the information provided was not included in the Scope of Work for TES. The
accuracy of the analysis is dependent on the accuracy of the information provided.
2. The structural analysis was performance based upon the evidence available at the time of this
report. All information provided by the client is considered to be accurate.
3. The analyses will be performed based on the codes as specified by the client or based on the best
knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will
be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice
loads are different from the minimum values recommended by the ANSI/TIA-222 standard or other
codes, TES should be notified in writing and the applicable minimum values provided by the client.
4. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by
the customer for the current structural analysis. TES has not visited the tower site to verify the adequacy
of the information provided. If there is any discrepancy found in the report regarding the existing
conditions, TES should be notified immediately to evaluate the effect of the discrepancy on the analysis
results.
5. The client will assume responsibility for rework associated with the differences in initially provided
information, including tower and foundation information, existing and/or proposed equipment and
transmission lines.
6. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a
rigorous structural analysis.
Type:Self Support
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021
Page: 1
Base Shape:Triangle
Base Width:32.00
Base Elev:0.00 (ft)
Structure: FL00344-B-SBA
Top Width:8.00
Basic WS:160.00
Basic Ice WS:0.00
Operational WS:60.00
Code:EIA/TIA-222-H
Section Properties
Sect Leg Members Diagonal Members Horizontal Members
DAE 5X5X0.3125 1 SOL 7" SOLID
DAE 5X5X0.3125 2 SOL 6 1/4" SOLID
DAE 4X4X0.3125 3 SOL 6" SOLID
DAE 4X4X0.3125 4 SOL 5 3/4" SOLID
DAE 4X4X0.3125 5 SOL 5 1/2" SOLID
DAE 4X4X0.3125 6 SOL 5" SOLID
DAE 3.5X3.5X0.25 7 SOL 4 3/4" SOLID
DAE 3X3X0.25 8 SOL 4 1/4" SOLID
DAE 3X3X0.25 9 SOL 4" SOLID
DAE 3X3X0.1875 10 SOL 3 1/2" S0LID
DAE 2.5X2.5X0.1875 11 SOL 3" SOLID
DAE 2.5X2.5X0.1875 12 SOL 2 1/2" SOLID
DAL 2X1.5X0.1875 SAE 2X2X0.187513SOL 2" SOLID
Discrete Appurtenances
Attach
Elev (ft)
Force
Elev (ft)Qty Description
249.30 3 NNH4-65B-R6249.30
249.30 3 AIR 6449 B77D249.30
249.30 3 CBC1923T-43-2X249.30
249.30 3 4449249.30
249.30 3 8843249.30
249.30 2 RHSDC-6627-PF-48249.30
249.30 3 SFG23HD-12-4-96249.30
249.30 1 (3) HR w/ Double V-Brace Kits249.30
249.30 1 Beacon249.30
120.00 1 3 ft Standoff120.00
120.00 1 6 ft Std Dish120.00
99.00 1 6 ft Std Dish99.00
99.00 1 3 ft Standoff99.00
85.00 1 3 ft Standoff85.00
85.00 1 6 ft Std Dish85.00
78.00 1 6 ft Std Dish78.00
78.00 1 3 ft Standoff78.00
Linear Appurtenances
Elev
From (ft)
Elev
To (ft)Qty Description
0.00 249.30 2 1 5/8" Coax
0.00 249.30 4 1 5/8" Coax
0.00 249.30 2 2" Hybrid
0.00 249.30 1 Climbing Ladder
0.00 249.30 3 W/G Ladder
0.00 120.00 2 EW52
0.00 99.00 2 EW52
0.00 85.00 2 EW52
0.00 78.00 2 EW52
Base Reactions
Max Uplift:
Max Down:
-519.51
Leg Overturning
650.07
Max Shear:78.55
Moment:16820.94
Total Down:
Total Shear:
129.29
134.66
(kips
)(kips
)(kips
)
(ft-kips)
(kips)
(kips)
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
5/26/2021
Page: 2
Structure: FL00344-B-SBA
Type:Self Support
Site Name:Greene Property
Height:250.00 (ft)
Base Shape:Triangle
Base Width:32.00
Base Elev:0.00 (ft)Top Width:8.00
Basic WS:160.00
Basic Ice WS:0.00
Operational WS:60.00
Code:EIA/TIA-222-H
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Type:Self Support
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021
Page: 3
Structure: FL00344-B-SBA - Coax Line Placement
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Loading Summary
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021
Page: 4
Code:EIA/TIA-222-H
Exposure:C
Gh:0.85
Base Elev:0.000 (ft)
Crest Height:0.00
Site Class:
IIStruct Class:
D - Stiff Soil
Topography:1
Discrete Appurtenances Properties
IceNo Ice
Attach
Elev
(ft)Description Qty
Weight
(lb)
CaAa
(sf)
Weight
(lb)
CaAa
(sf)
Len
(in)
Width
(in)
Vert
Ecc
(ft)
Depth
(in)Ka
Orientation
Factor
NNH4-65B-R6 3 84.40 12.240 0.0000.00249.30 72.000 19.600 7.800 0.0000.80 0.74
AIR 6449 B77D 3 81.60 4.130 0.0000.00249.30 30.400 15.900 8.100 0.0000.80 0.85
CBC1923T-43-2X 3 8.40 0.320 0.0000.00249.30 6.900 5.500 4.000 0.0000.80 0.67
4449 3 70.00 1.650 0.0000.00249.30 15.000 13.200 9.300 0.0000.80 0.67
8843 3 75.00 1.650 0.0000.00249.30 15.000 13.200 11.100 0.0000.80 0.67
RHSDC-6627-PF-48 2 32.00 4.060 0.0000.00249.30 29.500 16.500 12.600 0.0000.80 0.67
SFG23HD-12-4-96 3 680.00 19.510 23.610833.00249.30 0.000 0.000 0.000 0.0000.75 0.75
(3) HR w/ Double V-Brace Kits 1 650.00 15.500 20.000800.00249.30 0.000 0.000 0.000 0.0000.75 0.75
Beacon 1 36.00 2.720 3.00075.00249.30 28.000 17.500 17.500 0.0001.00 1.00
3 ft Standoff 1 40.00 2.630 4.34063.00120.00 0.000 0.000 0.000 0.0001.00 1.00
6 ft Std Dish 1 308.00 47.050 48.370452.00120.00 0.000 0.000 0.000 0.0001.00 1.00
6 ft Std Dish 1 308.00 47.050 48.370452.0099.00 0.000 0.000 0.000 0.0001.00 1.00
3 ft Standoff 1 40.00 2.630 4.34063.0099.00 0.000 0.000 0.000 0.0001.00 1.00
3 ft Standoff 1 40.00 2.630 4.34063.0085.00 0.000 0.000 0.000 0.0001.00 1.00
6 ft Std Dish 1 308.00 47.050 48.370452.0085.00 0.000 0.000 0.000 0.0001.00 1.00
6 ft Std Dish 1 308.00 47.050 48.370452.0078.00 0.000 0.000 0.000 0.0001.00 1.00
3 ft Standoff 1 40.00 2.630 4.34063.0078.00 0.000 0.000 0.000 0.0001.00 1.00
5,434.00 17Number of Appurtenances : Totals:5,140.2030
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Loading Summary
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021
Page: 5
Code:EIA/TIA-222-H
Exposure:C
Gh:0.85
Base Elev:0.000 (ft)
Crest Height:0.00
Site Class:
IIStruct Class:
D - Stiff Soil
Topography:1
Linear Appurtenances Properties
Weight
(lb/ft)
Width
(in)
Pct
In
Block
Spread
On
Faces
Bundling
Arrangement
Elev.
From
(ft)Description
Elev.
To
(ft)Qty
Cluster
Dia
(in)
Out
of
Zone
Spacing
(in)
Orientation
Factor
Ka
Override
0.00 249.30 1 5/8" Coax 1.98 100.00 1 Individual NR 2 1.04 N 1.00 1.00
0.00 249.30 1 5/8" Coax 1.98 50.00 1 Block 4 1.04 N 1.00 1.00
0.00 249.30 2" Hybrid 2.00 100.00 1 Individual NR 2 1.00 N 1.00 1.00
0.00 249.30 Climbing Ladder 3.00 100.00 2 Individual NR 1 6.90 N 1.00 1.00
0.00 249.30 W/G Ladder 3.00 100.00 1,2,3 Individual NR 3 6.00 N 1.00 1.00
0.00 120.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00
0.00 99.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00
0.00 85.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00
0.00 78.00 EW52 2.25 100.00 1 Individual NR 2 0.59 N 1.00 1.00
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Section Forces
Page: 6IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
1.2D + 1.0W 160 mph Wind at Normal To Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:1.20
Ice Importance Factor:1.00
1.2D + 1.0W Normal WindLoad Case:
47.35 54.978 0.00 0.12 2.87 1.00 1 10.0 1.00 0.00 64.47 71.53 0.00 18,790.
2
0.0 7444.76 2519.16 9,963.9223.37
54.72 50.734 0.00 0.12 2.88 1.00 2 30.0 1.00 0.00 59.18 71.53 0.00 16,293.
4
0.0 7926.87 2911.12 10,837.9920.87
60.93 40.311 0.00 0.11 2.93 1.00 3 50.0 1.00 0.00 48.31 71.53 0.00 13,753.
4
0.0 7319.13 3241.64 10,560.7720.03
65.40 38.106 0.00 0.11 2.91 1.00 4 70.0 1.00 0.00 45.80 70.78 0.00 12,873.
8
0.0 7420.02 3449.57 10,869.6019.20
68.96 33.716 0.00 0.11 2.92 1.00 5 90.0 1.00 0.00 41.06 58.03 0.00 11,735.
4
0.0 7027.77 3098.94 10,126.7118.36
71.93 42.690 0.00 0.14 2.81 1.00 6 110.0 1.00 0.00 49.73 49.03 0.00 12,012.
1
0.0 8555.74 2836.47 11,392.2116.69
74.51 35.661 0.00 0.13 2.84 1.00 7 130.0 1.00 0.00 42.47 41.53 0.00 9,524.1 0.0 7626.62 2596.02 10,222.6415.86
76.78 27.855 0.00 0.12 2.88 1.00 8 150.0 1.00 0.00 34.27 41.53 0.00 7,514.1 0.0 6442.29 2675.42 9,117.7114.19
78.83 23.937 0.00 0.12 2.88 1.00 9 170.0 1.00 0.00 30.14 41.53 0.00 6,755.1 0.0 5814.66 2746.85 8,561.5113.36
80.70 21.513 0.00 0.12 2.87 1.0010190.0 1.00 0.00 27.30 41.53 0.00 5,196.5 0.0 5367.80 2811.93 8,179.7311.69
82.42 15.836 0.00 0.11 2.90 1.0011210.0 1.00 0.00 21.09 41.53 0.00 4,037.7 0.0 4291.92 2871.81 7,163.7310.02
84.01 14.027 0.00 0.12 2.88 1.0012230.0 1.00 0.00 18.68 41.53 0.00 3,347.8 0.0 3840.47 2927.34 6,767.818.35
85.14 5.794 0.00 0.11 2.92 1.0013245.0 1.00 0.00 7.68 19.31 0.00 1,286.2 0.0 1620.53 1379.44 2,999.973.33
123,119.9 0.0 116,764.2
9
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
1.2D + 1.0W 160 mph Wind at 60° From Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:1.20
Ice Importance Factor:1.00
1.2D + 1.0W 60° WindLoad Case:
47.35 54.978 0.00 0.12 2.87 0.80 1 10.0 1.00 0.00 53.47 71.53 0.00 18,790.
2
0.0 6174.96 2519.16 8,694.1223.37
54.72 50.734 0.00 0.12 2.88 0.80 2 30.0 1.00 0.00 49.03 71.53 0.00 16,293.
4
0.0 6567.73 2911.12 9,478.8420.87
60.93 40.311 0.00 0.11 2.93 0.80 3 50.0 1.00 0.00 40.25 71.53 0.00 13,753.
4
0.0 6097.72 3241.64 9,339.3620.03
65.40 38.106 0.00 0.11 2.91 0.80 4 70.0 1.00 0.00 38.18 70.78 0.00 12,873.
8
0.0 6185.24 3449.57 9,634.8119.20
68.96 33.716 0.00 0.11 2.92 0.80 5 90.0 1.00 0.00 34.32 58.03 0.00 11,735.
4
0.0 5873.64 3098.94 8,972.5818.36
71.93 42.690 0.00 0.14 2.81 0.80 6 110.0 1.00 0.00 41.19 49.03 0.00 12,012.
1
0.0 7086.90 2836.47 9,923.3716.69
74.51 35.661 0.00 0.13 2.84 0.80 7 130.0 1.00 0.00 35.34 41.53 0.00 9,524.1 0.0 6345.77 2596.02 8,941.7815.86
76.78 27.855 0.00 0.12 2.88 0.80 8 150.0 1.00 0.00 28.70 41.53 0.00 7,514.1 0.0 5394.92 2675.42 8,070.3414.19
78.83 23.937 0.00 0.12 2.88 0.80 9 170.0 1.00 0.00 25.36 41.53 0.00 6,755.1 0.0 4891.17 2746.85 7,638.0213.36
80.70 21.513 0.00 0.12 2.87 0.8010190.0 1.00 0.00 23.00 41.53 0.00 5,196.5 0.0 4521.89 2811.93 7,333.8211.69
82.42 15.836 0.00 0.11 2.90 0.8011210.0 1.00 0.00 17.92 41.53 0.00 4,037.7 0.0 3647.38 2871.81 6,519.1810.02
84.01 14.027 0.00 0.12 2.88 0.8012230.0 1.00 0.00 15.87 41.53 0.00 3,347.8 0.0 3263.67 2927.34 6,191.018.35
85.14 5.794 0.00 0.11 2.92 0.8013245.0 1.00 0.00 6.52 19.31 0.00 1,286.2 0.0 1375.91 1379.44 2,755.353.33
123,119.9 0.0 103,492.6
0
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Section Forces
Page: 7IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
1.2D + 1.0W 160 mph Wind at 90° From Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:1.20
Ice Importance Factor:1.00
1.2D + 1.0W 90° WindLoad Case:
47.35 54.978 0.00 0.12 2.87 0.85 1 10.0 1.00 0.00 56.22 71.53 0.00 18,790.
2
0.0 6492.41 2519.16 9,011.5723.37
54.72 50.734 0.00 0.12 2.88 0.85 2 30.0 1.00 0.00 51.57 71.53 0.00 16,293.
4
0.0 6907.51 2911.12 9,818.6320.87
60.93 40.311 0.00 0.11 2.93 0.85 3 50.0 1.00 0.00 42.26 71.53 0.00 13,753.
4
0.0 6403.07 3241.64 9,644.7120.03
65.40 38.106 0.00 0.11 2.91 0.85 4 70.0 1.00 0.00 40.08 70.78 0.00 12,873.
8
0.0 6493.94 3449.57 9,943.5119.20
68.96 33.716 0.00 0.11 2.92 0.85 5 90.0 1.00 0.00 36.00 58.03 0.00 11,735.
4
0.0 6162.17 3098.94 9,261.1118.36
71.93 42.690 0.00 0.14 2.81 0.85 6 110.0 1.00 0.00 43.33 49.03 0.00 12,012.
1
0.0 7454.11 2836.47 10,290.5816.69
74.51 35.661 0.00 0.13 2.84 0.85 7 130.0 1.00 0.00 37.12 41.53 0.00 9,524.1 0.0 6665.98 2596.02 9,262.0015.86
76.78 27.855 0.00 0.12 2.88 0.85 8 150.0 1.00 0.00 30.09 41.53 0.00 7,514.1 0.0 5656.76 2675.42 8,332.1814.19
78.83 23.937 0.00 0.12 2.88 0.85 9 170.0 1.00 0.00 26.55 41.53 0.00 6,755.1 0.0 5122.04 2746.85 7,868.8913.36
80.70 21.513 0.00 0.12 2.87 0.8510190.0 1.00 0.00 24.08 41.53 0.00 5,196.5 0.0 4733.37 2811.93 7,545.3011.69
82.42 15.836 0.00 0.11 2.90 0.8511210.0 1.00 0.00 18.71 41.53 0.00 4,037.7 0.0 3808.51 2871.81 6,680.3210.02
84.01 14.027 0.00 0.12 2.88 0.8512230.0 1.00 0.00 16.57 41.53 0.00 3,347.8 0.0 3407.87 2927.34 6,335.218.35
85.14 5.794 0.00 0.11 2.92 0.8513245.0 1.00 0.00 6.81 19.31 0.00 1,286.2 0.0 1437.07 1379.44 2,816.513.33
123,119.9 0.0 106,810.5
2
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
0.9D + 1.0W 160 mph Wind at Normal To Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:0.90
Ice Importance Factor:1.00
0.9D + 1.0W Normal WindLoad Case:
47.35 54.978 0.00 0.12 2.87 1.00 1 10.0 1.00 0.00 64.47 71.53 0.00 14,092.
6
0.0 7444.76 2519.16 9,963.9223.37
54.72 50.734 0.00 0.12 2.88 1.00 2 30.0 1.00 0.00 59.18 71.53 0.00 12,220.
1
0.0 7926.87 2911.12 10,837.9920.87
60.93 40.311 0.00 0.11 2.93 1.00 3 50.0 1.00 0.00 48.31 71.53 0.00 10,315.
0
0.0 7319.13 3241.64 10,560.7720.03
65.40 38.106 0.00 0.11 2.91 1.00 4 70.0 1.00 0.00 45.80 70.78 0.00 9,655.4 0.0 7420.02 3449.57 10,869.6019.20
68.96 33.716 0.00 0.11 2.92 1.00 5 90.0 1.00 0.00 41.06 58.03 0.00 8,801.5 0.0 7027.77 3098.94 10,126.7118.36
71.93 42.690 0.00 0.14 2.81 1.00 6 110.0 1.00 0.00 49.73 49.03 0.00 9,009.1 0.0 8555.74 2836.47 11,392.2116.69
74.51 35.661 0.00 0.13 2.84 1.00 7 130.0 1.00 0.00 42.47 41.53 0.00 7,143.1 0.0 7626.62 2596.02 10,222.6415.86
76.78 27.855 0.00 0.12 2.88 1.00 8 150.0 1.00 0.00 34.27 41.53 0.00 5,635.6 0.0 6442.29 2675.42 9,117.7114.19
78.83 23.937 0.00 0.12 2.88 1.00 9 170.0 1.00 0.00 30.14 41.53 0.00 5,066.3 0.0 5814.66 2746.85 8,561.5113.36
80.70 21.513 0.00 0.12 2.87 1.0010190.0 1.00 0.00 27.30 41.53 0.00 3,897.4 0.0 5367.80 2811.93 8,179.7311.69
82.42 15.836 0.00 0.11 2.90 1.0011210.0 1.00 0.00 21.09 41.53 0.00 3,028.3 0.0 4291.92 2871.81 7,163.7310.02
84.01 14.027 0.00 0.12 2.88 1.0012230.0 1.00 0.00 18.68 41.53 0.00 2,510.9 0.0 3840.47 2927.34 6,767.818.35
85.14 5.794 0.00 0.11 2.92 1.0013245.0 1.00 0.00 7.68 19.31 0.00 964.6 0.0 1620.53 1379.44 2,999.973.33
92,339.9 0.0 116,764.2
9
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Section Forces
Page: 8IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
0.9D + 1.0W 160 mph Wind at 60° From Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:0.90
Ice Importance Factor:1.00
0.9D + 1.0W 60° WindLoad Case:
47.35 54.978 0.00 0.12 2.87 0.80 1 10.0 1.00 0.00 53.47 71.53 0.00 14,092.
6
0.0 6174.96 2519.16 8,694.1223.37
54.72 50.734 0.00 0.12 2.88 0.80 2 30.0 1.00 0.00 49.03 71.53 0.00 12,220.
1
0.0 6567.73 2911.12 9,478.8420.87
60.93 40.311 0.00 0.11 2.93 0.80 3 50.0 1.00 0.00 40.25 71.53 0.00 10,315.
0
0.0 6097.72 3241.64 9,339.3620.03
65.40 38.106 0.00 0.11 2.91 0.80 4 70.0 1.00 0.00 38.18 70.78 0.00 9,655.4 0.0 6185.24 3449.57 9,634.8119.20
68.96 33.716 0.00 0.11 2.92 0.80 5 90.0 1.00 0.00 34.32 58.03 0.00 8,801.5 0.0 5873.64 3098.94 8,972.5818.36
71.93 42.690 0.00 0.14 2.81 0.80 6 110.0 1.00 0.00 41.19 49.03 0.00 9,009.1 0.0 7086.90 2836.47 9,923.3716.69
74.51 35.661 0.00 0.13 2.84 0.80 7 130.0 1.00 0.00 35.34 41.53 0.00 7,143.1 0.0 6345.77 2596.02 8,941.7815.86
76.78 27.855 0.00 0.12 2.88 0.80 8 150.0 1.00 0.00 28.70 41.53 0.00 5,635.6 0.0 5394.92 2675.42 8,070.3414.19
78.83 23.937 0.00 0.12 2.88 0.80 9 170.0 1.00 0.00 25.36 41.53 0.00 5,066.3 0.0 4891.17 2746.85 7,638.0213.36
80.70 21.513 0.00 0.12 2.87 0.8010190.0 1.00 0.00 23.00 41.53 0.00 3,897.4 0.0 4521.89 2811.93 7,333.8211.69
82.42 15.836 0.00 0.11 2.90 0.8011210.0 1.00 0.00 17.92 41.53 0.00 3,028.3 0.0 3647.38 2871.81 6,519.1810.02
84.01 14.027 0.00 0.12 2.88 0.8012230.0 1.00 0.00 15.87 41.53 0.00 2,510.9 0.0 3263.67 2927.34 6,191.018.35
85.14 5.794 0.00 0.11 2.92 0.8013245.0 1.00 0.00 6.52 19.31 0.00 964.6 0.0 1375.91 1379.44 2,755.353.33
92,339.9 0.0 103,492.6
0
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
0.9D + 1.0W 160 mph Wind at 90° From Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:0.90
Ice Importance Factor:1.00
0.9D + 1.0W 90° WindLoad Case:
47.35 54.978 0.00 0.12 2.87 0.85 1 10.0 1.00 0.00 56.22 71.53 0.00 14,092.
6
0.0 6492.41 2519.16 9,011.5723.37
54.72 50.734 0.00 0.12 2.88 0.85 2 30.0 1.00 0.00 51.57 71.53 0.00 12,220.
1
0.0 6907.51 2911.12 9,818.6320.87
60.93 40.311 0.00 0.11 2.93 0.85 3 50.0 1.00 0.00 42.26 71.53 0.00 10,315.
0
0.0 6403.07 3241.64 9,644.7120.03
65.40 38.106 0.00 0.11 2.91 0.85 4 70.0 1.00 0.00 40.08 70.78 0.00 9,655.4 0.0 6493.94 3449.57 9,943.5119.20
68.96 33.716 0.00 0.11 2.92 0.85 5 90.0 1.00 0.00 36.00 58.03 0.00 8,801.5 0.0 6162.17 3098.94 9,261.1118.36
71.93 42.690 0.00 0.14 2.81 0.85 6 110.0 1.00 0.00 43.33 49.03 0.00 9,009.1 0.0 7454.11 2836.47 10,290.5816.69
74.51 35.661 0.00 0.13 2.84 0.85 7 130.0 1.00 0.00 37.12 41.53 0.00 7,143.1 0.0 6665.98 2596.02 9,262.0015.86
76.78 27.855 0.00 0.12 2.88 0.85 8 150.0 1.00 0.00 30.09 41.53 0.00 5,635.6 0.0 5656.76 2675.42 8,332.1814.19
78.83 23.937 0.00 0.12 2.88 0.85 9 170.0 1.00 0.00 26.55 41.53 0.00 5,066.3 0.0 5122.04 2746.85 7,868.8913.36
80.70 21.513 0.00 0.12 2.87 0.8510190.0 1.00 0.00 24.08 41.53 0.00 3,897.4 0.0 4733.37 2811.93 7,545.3011.69
82.42 15.836 0.00 0.11 2.90 0.8511210.0 1.00 0.00 18.71 41.53 0.00 3,028.3 0.0 3808.51 2871.81 6,680.3210.02
84.01 14.027 0.00 0.12 2.88 0.8512230.0 1.00 0.00 16.57 41.53 0.00 2,510.9 0.0 3407.87 2927.34 6,335.218.35
85.14 5.794 0.00 0.11 2.92 0.8513245.0 1.00 0.00 6.81 19.31 0.00 964.6 0.0 1437.07 1379.44 2,816.513.33
92,339.9 0.0 106,810.5
2
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Section Forces
Page: 9IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
1.0D + 1.0W 60 mph Wind at Normal To Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:1.00
Ice Importance Factor:1.00
1.0D + 1.0W Normal WindLoad Case:
6.66 54.978 0.00 0.12 2.87 1.00 1 10.0 1.00 0.00 68.19 71.53 0.00 15,658.
5
0.0 1107.44 354.26 1,461.6923.37
7.69 50.734 0.00 0.12 2.88 1.00 2 30.0 1.00 0.00 62.53 71.53 0.00 13,577.
8
0.0 1177.83 409.38 1,587.2120.87
8.57 40.311 0.00 0.11 2.93 1.00 3 50.0 1.00 0.00 51.62 71.53 0.00 11,461.
2
0.0 1099.80 455.86 1,555.6620.03
9.20 38.106 0.00 0.11 2.91 1.00 4 70.0 1.00 0.00 48.95 70.78 0.00 10,728.
2
0.0 1115.26 485.10 1,600.3519.20
9.70 33.716 0.00 0.11 2.92 1.00 5 90.0 1.00 0.00 44.09 58.03 0.00 9,779.5 0.0 1061.11 435.79 1,496.9018.36
10.12 42.690 0.00 0.14 2.81 1.00 6 110.0 1.00 0.00 52.15 49.03 0.00 10,010.
1
0.0 1261.57 398.88 1,660.4516.69
10.48 35.661 0.00 0.13 2.84 1.00 7 130.0 1.00 0.00 44.64 41.53 0.00 7,936.8 0.0 1127.30 365.07 1,492.3715.86
10.80 27.855 0.00 0.12 2.88 1.00 8 150.0 1.00 0.00 35.88 41.53 0.00 6,261.8 0.0 948.48 376.23 1,324.7114.19
11.09 23.937 0.00 0.12 2.88 1.00 9 170.0 1.00 0.00 31.49 41.53 0.00 5,629.3 0.0 854.12 386.28 1,240.4013.36
11.35 21.513 0.00 0.12 2.87 1.0010190.0 1.00 0.00 28.12 41.53 0.00 4,330.4 0.0 777.48 395.43 1,172.9011.69
11.59 15.836 0.00 0.11 2.90 1.0011210.0 1.00 0.00 21.49 41.53 0.00 3,364.7 0.0 615.13 403.85 1,018.9810.02
11.81 14.027 0.00 0.12 2.88 1.0012230.0 1.00 0.00 18.74 41.53 0.00 2,789.9 0.0 541.99 411.66 953.658.35
11.97 5.794 0.00 0.11 2.92 1.0013245.0 1.00 0.00 7.68 19.31 0.00 1,071.8 0.0 227.89 193.98 421.873.33
102,599.9 0.0 16,987.14
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
1.0D + 1.0W 60 mph Wind at 60° From Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:1.00
Ice Importance Factor:1.00
1.0D + 1.0W 60° WindLoad Case:
6.66 54.978 0.00 0.12 2.87 0.80 1 10.0 1.00 0.00 57.20 71.53 0.00 15,658.
5
0.0 928.87 354.26 1,283.1323.37
7.69 50.734 0.00 0.12 2.88 0.80 2 30.0 1.00 0.00 52.38 71.53 0.00 13,577.
8
0.0 986.70 409.38 1,396.0820.87
8.57 40.311 0.00 0.11 2.93 0.80 3 50.0 1.00 0.00 43.56 71.53 0.00 11,461.
2
0.0 928.04 455.86 1,383.9020.03
9.20 38.106 0.00 0.11 2.91 0.80 4 70.0 1.00 0.00 41.33 70.78 0.00 10,728.
2
0.0 941.62 485.10 1,426.7119.20
9.70 33.716 0.00 0.11 2.92 0.80 5 90.0 1.00 0.00 37.34 58.03 0.00 9,779.5 0.0 898.81 435.79 1,334.6018.36
10.12 42.690 0.00 0.14 2.81 0.80 6 110.0 1.00 0.00 43.61 49.03 0.00 10,010.
1
0.0 1055.01 398.88 1,453.8916.69
10.48 35.661 0.00 0.13 2.84 0.80 7 130.0 1.00 0.00 37.51 41.53 0.00 7,936.8 0.0 947.18 365.07 1,312.2515.86
10.80 27.855 0.00 0.12 2.88 0.80 8 150.0 1.00 0.00 30.30 41.53 0.00 6,261.8 0.0 801.20 376.23 1,177.4314.19
11.09 23.937 0.00 0.12 2.88 0.80 9 170.0 1.00 0.00 26.70 41.53 0.00 5,629.3 0.0 724.25 386.28 1,110.5313.36
11.35 21.513 0.00 0.12 2.87 0.8010190.0 1.00 0.00 23.82 41.53 0.00 4,330.4 0.0 658.52 395.43 1,053.9511.69
11.59 15.836 0.00 0.11 2.90 0.8011210.0 1.00 0.00 18.33 41.53 0.00 3,364.7 0.0 524.49 403.85 928.3410.02
11.81 14.027 0.00 0.12 2.88 0.8012230.0 1.00 0.00 15.94 41.53 0.00 2,789.9 0.0 460.88 411.66 872.538.35
11.97 5.794 0.00 0.11 2.92 0.8013245.0 1.00 0.00 6.52 19.31 0.00 1,071.8 0.0 193.49 193.98 387.473.33
102,599.9 0.0 15,120.81
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Section Forces
Page: 10IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Sect
Seq
qz
(psf)
Total
Flat
Area
(sqft)
Ice
Round
Area
(sqft)
Sol
Ratio Cf Df
Wind
Height
(ft)Dr
Ice
Thick
(in)
Eff
Area
(sqft)
Linear
Area
(sqft)
Ice
Linear
Area
(sqft)
Total
Weight
(lb)
Weight
Ice (lb)
Struct
Force
(lb)
Linear
Force
(lb)
Total
Force
(lb)
Ice Dead Load Factor:0.00
1.0D + 1.0W 60 mph Wind at 90° From Face
Wind Load Factor:1.00
Total
Round
Area
(sqft)
Wind Importance Factor:1.00
Dead Load Factor:1.00
Ice Importance Factor:1.00
1.0D + 1.0W 90° WindLoad Case:
6.66 54.978 0.00 0.12 2.87 0.85 1 10.0 1.00 0.00 59.95 71.53 0.00 15,658.
5
0.0 973.51 354.26 1,327.7723.37
7.69 50.734 0.00 0.12 2.88 0.85 2 30.0 1.00 0.00 54.92 71.53 0.00 13,577.
8
0.0 1034.49 409.38 1,443.8620.87
8.57 40.311 0.00 0.11 2.93 0.85 3 50.0 1.00 0.00 45.58 71.53 0.00 11,461.
2
0.0 970.98 455.86 1,426.8420.03
9.20 38.106 0.00 0.11 2.91 0.85 4 70.0 1.00 0.00 43.23 70.78 0.00 10,728.
2
0.0 985.03 485.10 1,470.1219.20
9.70 33.716 0.00 0.11 2.92 0.85 5 90.0 1.00 0.00 39.03 58.03 0.00 9,779.5 0.0 939.39 435.79 1,375.1718.36
10.12 42.690 0.00 0.14 2.81 0.85 6 110.0 1.00 0.00 45.74 49.03 0.00 10,010.
1
0.0 1106.65 398.88 1,505.5316.69
10.48 35.661 0.00 0.13 2.84 0.85 7 130.0 1.00 0.00 39.29 41.53 0.00 7,936.8 0.0 992.21 365.07 1,357.2815.86
10.80 27.855 0.00 0.12 2.88 0.85 8 150.0 1.00 0.00 31.70 41.53 0.00 6,261.8 0.0 838.02 376.23 1,214.2514.19
11.09 23.937 0.00 0.12 2.88 0.85 9 170.0 1.00 0.00 27.90 41.53 0.00 5,629.3 0.0 756.72 386.28 1,143.0013.36
11.35 21.513 0.00 0.12 2.87 0.8510190.0 1.00 0.00 24.89 41.53 0.00 4,330.4 0.0 688.26 395.43 1,083.6911.69
11.59 15.836 0.00 0.11 2.90 0.8511210.0 1.00 0.00 19.12 41.53 0.00 3,364.7 0.0 547.15 403.85 951.0010.02
11.81 14.027 0.00 0.12 2.88 0.8512230.0 1.00 0.00 16.64 41.53 0.00 2,789.9 0.0 481.15 411.66 892.818.35
11.97 5.794 0.00 0.11 2.92 0.8513245.0 1.00 0.00 6.81 19.31 0.00 1,071.8 0.0 202.09 193.98 396.073.33
102,599.9 0.0 15,587.39
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Force/Stress Compression Summary
Page: 11IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Member
Force
(kips)Load Case
Len
(ft)
Bracing %
KL/R
Fy
(ksi)
Mem
Cap
(kips)
Leg
Use %ControlsX Y ZSect
Top
Elev
LEG MEMBERS
SOL - 7" SOLID -617.26 1.2D + 1.0W Normal Wind 20.03 25 25 25 34.34 1588.7
0
38.9 Member X50.00120
SOL - 6 1/4" SOLID -553.32 1.2D + 1.0W Normal Wind 20.03 25 25 25 38.46 1239.0
5
44.7 Member X50.00240
SOL - 6" SOLID -481.89 1.2D + 1.0W Normal Wind 20.03 25 25 25 40.07 1131.4
2
42.6 Member X50.00360
SOL - 5 3/4" SOLID -414.94 1.2D + 1.0W Normal Wind 20.03 25 25 25 41.81 1028.3
2
40.4 Member X50.00480
SOL - 5 1/2" SOLID -345.78 1.2D + 1.0W Normal Wind 20.03 25 25 25 43.71 929.73 37.2 Member X50.005100
SOL - 5" SOLID -300.97 1.2D + 1.0W Normal Wind 10.02 50 50 50 48.08 746.17 40.3 Member X50.006120
SOL - 4 3/4" SOLID -246.32 1.2D + 1.0W Normal Wind 10.02 50 50 50 50.61 661.25 37.3 Member X50.007140
SOL - 4 1/4" SOLID -197.89 1.2D + 1.0W Normal Wind 10.02 50 50 50 56.56 505.21 39.2 Member X50.008160
SOL - 4" SOLID -153.05 1.2D + 1.0W Normal Wind 10.02 50 50 50 60.10 434.22 35.2 Member X50.009180
SOL - 3 1/2" S0LID -111.15 1.2D + 1.0W Normal Wind 10.02 50 50 50 68.69 306.64 36.2 Member X50.0010200
SOL - 3" SOLID -72.89 1.2D + 1.0W Normal Wind 10.02 50 50 50 80.13 198.91 36.6 Member X50.0011220
SOL - 2 1/2" SOLID -38.38 1.2D + 1.0W Normal Wind 10.02 50 50 50 96.16 112.35 34.2 Member X50.0012240
SOL - 2" SOLID -7.55 1.2D + 1.0W Normal Wind 10.00 50 50 50 120.00 49.29 15.3 Member X50.0013250
Splices
Load CaseSect
Top
Elev
Force
(kips)
Cap
(kips)
Bolt
Type
Num
Bolts
Use
%
Force
(kips)
Cap
(kips)
Use
%
Top Splice Bottom Splice
Bolt
Type
Num
Bolts Load Case
1.2D + 1.0W Normal Wind120 586.40 0.00 0.0 650.28 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind240 519.30 0.00 2 A325 60.0 586.40 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind360 449.90 0.00 1 3/4 A325 60.0 519.30 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind480 380.61 0.00 1 3/4 A325 60.0 449.90 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind5100 317.28 0.00 1 3/4 A325 60.0 380.61 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind6120 259.07 0.00 1 1/2 A325 60.0 317.28 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind7140 209.59 0.00 1 1/2 A325 60.0 259.07 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind8160 164.03 0.00 1 3/8 A325 60.0 209.59 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind9180 121.51 0.00 1 1/4 A325 60.0 164.03 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind10200 82.32 0.00 1 A325 60.0 121.51 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind11220 47.01 0.00 7/8 A325 60.0 82.32 0.001.2D + 1.0W Normal Wind
1.2D + 1.0W Normal Wind12240 15.52 0.00 3/4 A325 40.0 47.01 0.001.2D + 1.0W Normal Wind
1.2D + 1.0Ev + 1.0Eh13250 1.95 0.00 3/4 A325 40.0 15.52 0.001.2D + 1.0W Normal Wind
Force
(kips)Load Case
Len
(ft)
Bracing %
KL/R
Fy
(ksi)
Mem
Cap
(kips)
Num
Bolts
Num
Holes
Shear
Cap
(kips)
Bear
Cap
(kips)
Use
%ControlsX Y Z
HORIZONTAL MEMBERS
MemberSect
Top
Elev
1 20 0.00 0 0
2 40 0.00 0 0
3 60 0.00 0 0
4 80 0.00 0 0
5 100 0.00 0 0
6 120 0.00 0 0
7 140 0.00 0 0
8 160 0.00 0 0
9 180 0.00 0 0
10 200 0.00 0 0
11 220 0.00 0 0
12 240 0.00 0 0
13 250 SAE - 2X2X0.1875 0.9D + 1.0W 60° Wind 8.00 100 100 100 243.65 3.42 1 1 13.81 13.05 31.3 Member Z-1.07 36.00
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Force/Stress Compression Summary
Page: 12IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Force
(kips)Load Case
Len
(ft)
Bracing %
KL/R
Fy
(ksi)
Mem
Cap
(kips)
Num
Bolts
Num
Holes
Shear
Cap
(kips)
Bear
Cap
(kips)
Use
%ControlsX Y Z
DIAGONAL MEMBERS
MemberSect
Top
Elev
1 20 DAE - 5X5X0.3125 1.2D + 1.0W Normal Wind 36.90 25 50 12 113.54 129.39 4 2 141.36 139.
20
22.9 Member Y-29.6
7
36.00
2 40 DAE - 5X5X0.3125 1.2D + 1.0W Normal Wind 35.23 25 50 12 108.42 137.12 4 2 108.20 121.
80
27.7 Bolt Shear -29.9
2
36.00
3 60 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 33.61 25 50 12 127.64 84.33 4 2 108.20 121.
80
35.9 Member Y-30.2
7
36.00
4 80 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 32.02 25 50 12 121.62 92.43 4 2 108.20 121.
80
30.2 Member Y-27.9
3
36.00
5 100 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 30.48 25 50 12 115.78 99.96 4 2 108.20 121.
80
26.4 Member Y-26.4
0
36.00
6 120 DAE - 4X4X0.3125 0.9D + 1.0W Normal Wind 23.71 50 50 25 119.74 94.90 2 2 70.68 69.6
0
23.7 Bolt Bear -16.5
1
36.00
7 140 DAE - 3.5X3.5X0.25 1.2D + 1.0W 90° Wind 21.92 50 50 25 125.76 61.17 2 2 54.10 48.7
2
27.6 Bolt Bear -13.4
3
36.00
8 160 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 20.16 50 50 25 134.19 45.78 2 2 54.10 48.7
2
25.5 Member Y-11.6
8
36.00
9 180 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 18.45 50 50 25 122.81 54.51 2 2 54.10 48.7
2
20.8 Bolt Bear -10.1
3
36.00
10 200 DAE - 3X3X0.1875 1.2D + 1.0W 90° Wind 16.80 50 50 25 111.76 44.82 2 2 39.74 31.3
2
27.6 Bolt Bear -8.65 36.00
11 220 DAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 15.24 50 50 25 120.58 35.17 2 2 39.74 31.3
2
22.9 Bolt Bear -7.17 36.00
12 240 DAE - 2.5X2.5X0.1875 1.2D + 1.0W 90° Wind 13.80 50 50 25 109.14 40.53 2 2 27.62 26.1
0
22.6 Bolt Bear -5.91 36.00
13 250 DAL - 2X1.5X0.1875 1.2D + 1.0W Normal Wind 12.81 50 50 25 149.73 15.83 2 2 27.62 26.1
0
31.5 Member Y-4.99 36.00
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Force/Stress Tension Summary
Page: 13IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Member
Force
(kips)Load Case
Fy
(ksi)
Mem
Cap
(kips)
Leg
Use %Controls
Top
ElevSect
LEG MEMBERS
1 20 SOL - 7" SOLID 496.14 0.9D + 1.0W 60° Wind 50 28.6 Member1731.7
8240SOL - 6 1/4" SOLID 442.80 0.9D + 1.0W 60° Wind 50 32.1 Member1380.6
0360SOL - 6" SOLID 388.96 0.9D + 1.0W 60° Wind 50 30.6 Member1272.3
3480SOL - 5 3/4" SOLID 334.12 0.9D + 1.0W 60° Wind 50 28.6 Member1168.5
15100SOL - 5 1/2" SOLID 278.36 0.9D + 1.0W 60° Wind 50 26.0 Member1069.1
16120SOL - 5" SOLID 246.98 0.9D + 1.0W 60° Wind 50 28.0 Member883.58
7 140 SOL - 4 3/4" SOLID 203.50 0.9D + 1.0W 60° Wind 50 25.5 Member797.45
8 160 SOL - 4 1/4" SOLID 165.31 0.9D + 1.0W 60° Wind 50 25.9 Member638.37
9 180 SOL - 4" SOLID 128.84 0.9D + 1.0W 60° Wind 50 22.8 Member565.47
10 200 SOL - 3 1/2" S0LID 94.30 0.9D + 1.0W 60° Wind 50 21.8 Member432.95
11 220 SOL - 3" SOLID 61.84 0.9D + 1.0W 60° Wind 50 19.4 Member318.11
12 240 SOL - 2 1/2" SOLID 31.75 0.9D + 1.0W 60° Wind 50 14.4 Member220.89
13 250 SOL - 2" SOLID 4.43 0.9D + 1.0W 60° Wind 50 3.1 Member141.37
Splices
Load CaseSect
Top
Elev
Force
(kips)
Cap
(kips)
Bolt
Type
Num
Bolts
Use
%
Force
(kips)
Cap
(kips)
Use
%
Top Splice Bottom Splice
Bolt
Type
Num
Bolts Load Case
0.9D + 1.0W 60° Wind120 467.55 0.00 0.0 524.7
5
0.000.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind240 412.36 0.00 2 A325 60.0 467.5
5
1349.0
4
34.70.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind360 358.70 0.00 1 3/4 A325 60.0 412.3
6
1025.7
0
40.20.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind480 303.64 0.00 1 3/4 A325 60.0 358.7
0
1025.7
0
35.00.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind5100 254.13 0.00 1 3/4 A325 60.0 303.6
4
1025.7
0
29.60.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind6120 211.61 0.00 1 1/2 A325 60.0 254.1
3
663.98 38.30.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind7140 173.31 0.00 1 1/2 A325 60.0 211.6
1
663.98 31.90.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind8160 136.75 0.00 1 3/8 A325 60.0 173.3
1
545.68 31.80.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind9180 101.90 0.00 1 1/4 A325 60.0 136.7
5
457.92 29.90.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind10200 69.10 0.00 1 A325 60.0 101.9
0
318.06 32.00.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind11220 38.69 0.00 7/8 A325 60.0 69.10 249.36 27.70.9D + 1.0W 60° Wind
0.9D + 1.0W 60° Wind12240 10.85 0.00 3/4 A325 40.0 38.69 120.40 32.10.9D + 1.0W 60° Wind
13 250 0.00 0.00 3/4 A325 40.0 10.85 120.40 9.00.9D + 1.0W 60° Wind
Member
Force
(kips)Load Case
Fy
(ksi)
Mem
Cap
(kips)
Num
Bolts
Num
Holes
Shear
Cap
(kips)
Bear
Cap
(kips)
Use
%Controls
Top
ElevSect
HORIZONTAL MEMBERS
B.S.
Cap
(kips)
1 20 - 36 0 00.00
2 40 - 36 0 00.00
3 60 - 36 0 00.00
4 80 - 36 0 00.00
5 100 - 36 0 00.00
6 120 - 36 0 00.00
7 140 - 36 0 00.00
8 160 - 36 0 00.00
9 180 - 36 0 00.00
10 200 - 36 0 00.00
11 220 - 36 0 00.00
12 240 - 36 0 00.00
13 250 SAE - 2X2X0.1875 1.2D + 1.0W Normal Wind 36 1 1 13.81 9.79 13.7 Blck Shear18.581.16 8.51
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Force/Stress Tension Summary
Page: 14IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Member
Force
(kips)Load Case
Fy
(ksi)
Mem
Cap
(kips)
Num
Bolts
Num
Holes
Shear
Cap
(kips)
Bear
Cap
(kips)
Use
%Controls
Top
ElevSect
DIAGONAL MEMBERS
B.S.
Cap
(kips)
1 20 DAE - 5X5X0.3125 0.9D + 1.0W Normal Wind 36 4 2 141.36 278.40 19.9 Bolt Shear174.4428.13 147.93
2 40 DAE - 5X5X0.3125 0.9D + 1.0W Normal Wind 36 4 2 108.20 243.60 27.3 Bolt Shear176.9929.51 139.50
3 60 DAE - 4X4X0.3125 0.9D + 1.0W Normal Wind 36 4 2 108.20 243.60 25.2 Bolt Shear136.2127.25 125.91
4 80 DAE - 4X4X0.3125 1.2D + 1.0W Normal Wind 36 4 2 108.20 243.60 25.7 Bolt Shear136.2127.76 125.91
5 100 DAE - 4X4X0.3125 0.9D + 1.0W 90° Wind 36 4 2 108.20 243.60 22.9 Bolt Shear136.2124.77 125.91
6 120 DAE - 4X4X0.3125 0.9D + 1.0W 60° Wind 36 2 2 70.68 118.54 23.0 Bolt Shear133.6616.24 71.05
7 140 DAE - 3.5X3.5X0.25 1.2D + 1.0W 90° Wind 36 2 2 54.10 91.35 25.1 Bolt Shear93.9613.56 56.17
8 160 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 36 2 2 54.10 91.35 23.0 Blck Shear77.6511.67 50.74
9 180 DAE - 3X3X0.25 1.2D + 1.0W 90° Wind 36 2 2 54.10 91.35 19.9 Blck Shear77.6510.07 50.74
10 200 DAE - 3X3X0.1875 1.2D + 1.0W 90° Wind 36 2 2 39.74 55.46 24.8 Blck Shear60.428.57 34.52
11 220 DAE - 2.5X2.5X0.1875 0.9D + 1.0W 90° Wind 36 2 2 39.74 55.46 21.8 Blck Shear48.027.09 32.48
12 240 DAE - 2.5X2.5X0.1875 0.9D + 1.0W 90° Wind 36 2 2 27.62 50.24 21.1 Bolt Shear49.555.84 31.22
13 250 DAL - 2X1.5X0.1875 0.9D + 1.0W 60° Wind 36 2 2 27.62 50.24 22.1 Blck Shear31.284.64 21.02
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Seismic Section Forces
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021Code:EIA/TIA-222-H
Exposure:C
Base Elev:0.000 (ft)
Page: 15IIStruct Class:Topography:1Gh:0.85
Crest Height:0.00
Site Class:D - Stiff Soil
Dead Load Factor 1.20
1.00
Load Case: 1.2D + 1.0Ev + 1.0Eh
Seismic Load Factor
R 3.0000Seismic Importance Factor
S1
SsSds
Sd1
W1
0.055
50.046
456.24
59
0.0520
0.0290
1.00
Fv
Fa 1.6000
2.4000
Vs 3.2319
Kg
Ke 1.1177
0.0000
T 0.7354
TL 8.0000
Cs 0.0300
f1 1.3598
Sect
#
Elev
(ft)
Lateral
Fsz
(lbs)
Wz
(lb)
Vertical
Ev
(lbs)
10.00 1 40.3215658.
49
173.79
30.00 2 117.3813577.
84
150.70
50.00 3 171.9011461.
15
127.21
70.00 4 241.0111076.
20
122.93
90.00 5 299.8810475.
50
116.27
110.00 6 370.5810358.
06
114.96
130.00 7 331.697936.7
6
88.09
150.00 8 298.636261.7
9
69.50
170.00 9 304.935629.2
5
62.48
190.0010 257.554330.4
2
48.06
210.0011 217.253364.7
3
37.34
230.0012 195.072789.8
7
30.96
245.0013 385.714820.0
1
53.50
Dead Load Factor 0.90
1.00
Load Case: 0.9D + 1.0Ev + 1.0Eh
Seismic Load Factor
R 3.0000Seismic Importance Factor
S1
SsSds
Sd1
W1
0.055
50.046
456.24
59
0.0520
0.0290
1.00
Fv
Fa 1.6000
2.4000
Vs 3.2319
Kg
Ke 1.1177
0.0000
T 0.7354
TL 8.0000
Cs 0.0300
f1 1.3598
Sect
#
Elev
(ft)
Lateral
Fsz
(lbs)
Wz
(lb)
Vertical
Ev
(lbs)
10.00 1 40.3215658.
49
173.79
30.00 2 117.3813577.
84
150.70
50.00 3 171.9011461.
15
127.21
70.00 4 241.0111076.
20
122.93
90.00 5 299.8810475.
50
116.27
110.00 6 370.5810358.
06
114.96
130.00 7 331.697936.7
6
88.09
150.00 8 298.636261.7
9
69.50
170.00 9 304.935629.2
5
62.48
190.0010 257.554330.4
2
48.06
210.0011 217.253364.7
3
37.34
230.0012 195.072789.8
7
30.96
245.0013 385.714820.0
1
53.50
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Support Forces Summary
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021
Page: 16
Code:EIA/TIA-222-H
Exposure:C
Gh:0.85
Base Elev:0.000 (ft)
Crest Height:0.00
Site Class:
IIStruct Class:
D - Stiff Soil
Topography:1
Load Case
FX
(kips)
FY
(kips)
FZ
(kips)(-) = Uplift (+) = DownNode
1 1.10 650.071.2D + 1.0W Normal Wind -78.54
1a 24.41 -260.08 -29.20
1b -25.51 -260.70 -26.91
1 -10.90 319.211.2D + 1.0W 60° Wind -36.69
1a -37.08 319.22 8.89
1b -57.14 -509.14 -32.90
1 -13.57 43.291.2D + 1.0W 90° Wind -2.23
1a -57.75 533.10 26.56
1b -53.39 -447.11 -24.33
1 1.10 638.920.9D + 1.0W Normal Wind -77.92
1a 24.95 -270.74 -29.51
1b -26.05 -271.20 -27.22
1 -10.90 308.230.9D + 1.0W 60° Wind -36.07
1a -36.55 308.24 8.58
1b -57.68 -519.51 -33.21
1 -13.57 32.470.9D + 1.0W 90° Wind -1.61
1a -57.21 522.01 26.26
1b -53.93 -457.51 -24.64
1 0.00 61.081.2D + 1.0Ev + 1.0Eh -1.22
1a 1.29 34.70 -0.99
1b -1.29 34.70 -0.99
1 0.00 50.290.9D + 1.0Ev + 1.0Eh -0.56
1a 1.86 23.93 -1.31
1b -1.86 23.93 -1.31
1 0.16 123.291.0D + 1.0W Normal Wind -13.10
1a 2.01 -7.52 -3.35
1b -2.18 -8.03 -3.04
1 -1.58 75.821.0D + 1.0W 60° Wind -7.07
1a -6.89 75.84 2.16
1b -6.79 -43.92 -3.91
1 -1.97 36.071.0D + 1.0W 90° Wind -2.07
1a -9.88 106.61 4.72
1b -6.25 -34.94 -2.65
Max Reactions
Max Uplift:
Max Down:
-519.51
Leg Overturning
650.07
Max Shear:78.55
Moment:16820.94
Total Down:
Total Shear:
129.29
134.66
(kips)
(kips)
(kips)
(ft-kips)
(kips)
(kips)
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
Analysis Summary
Structure:FL00344-B-SBA
Site Name:Greene Property
Height:250.00 (ft)
5/26/2021
Page: 17
Code:EIA/TIA-222-H
Exposure:C
Gh:0.85
Base Elev:0.000 (ft)
Crest Height:0.00
Site Class:
IIStruct Class:
D - Stiff Soil
Topography:1
Max Reactions
Max Uplift:
Max Down:
-519.51
Leg Overturning
650.07
Max Shear:78.55
Moment:16820.94
Total Down:
Total Shear:
129.29
134.66
(kips)
(kips)
(kips)
(ft-kips)
(kips)
(kips)
Anchor Bolts
Interaction Ratios:
0.34
Bolt Size (in.):Number Bolts:3.00 6
Tensile Strength (Ksi):Yield Strength (Ksi):
Length:
58.0036.00
0.00
OK!Tensile:Compression:
Grout ExistingType:
Max Usages
Max Leg: 44.7% (1.2D + 1.0W Normal Wind - Sect 2)
Max Diag: 35.9% (1.2D + 1.0W Normal Wind - Sect 3)
Max Horiz: 31.3% (0.9D + 1.0W 60° Wind - Sect 13)
Load Case
Elevation
(ft)
Deflection
(ft)
Twist
(deg)
Sway
(deg)
Max Deflection, Twist and Sway
0.9D + 1.0Ev + 1.0Eh - Normal To Face 80.00 0.0049 0.0003 0.0128
100.00 0.0113 0.0004 0.0079
120.00 0.0022 0.0000 0.0004
250.00 0.0393 0.0005 0.0206
0.9D + 1.0W 160 mph Wind at 60° From Face 80.00 0.1193 0.0077 0.1580
100.00 0.1792 0.0093 0.1894
120.00 0.2528 -0.0106 0.2234
250.00 1.0852 0.0183 0.4968
0.9D + 1.0W 160 mph Wind at 90° From Face 80.00 0.1231 -0.0091 0.1626
100.00 0.1840 0.0054 0.1868
120.00 0.2605 -0.0125 0.2267
250.00 1.1097 -0.0212 0.5062
0.9D + 1.0W 160 mph Wind at Normal To Face 80.00 0.1338 0.0085 0.1731
100.00 0.1999 0.0104 0.2120
120.00 0.2779 -0.0001 0.2478
250.00 1.1795 -0.0199 0.5326
1.0D + 1.0W 60 mph Wind at 60° From Face 80.00 0.0174 0.0011 0.0228
100.00 0.0260 0.0013 0.0266
120.00 0.0366 -0.0015 0.0324
250.00 0.1556 0.0024 0.0715
1.0D + 1.0W 60 mph Wind at 90° From Face 80.00 0.0179 -0.0013 0.0235
100.00 0.0267 0.0008 0.0257
120.00 0.0376 -0.0018 0.0326
250.00 0.1589 -0.0028 0.0724
Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved.
1.0D + 1.0W 60 mph Wind at Normal To Face 80.00 0.0195 0.0012 0.0249
100.00 0.0287 0.0015 0.0312
120.00 0.0401 0.0000 0.0359
250.00 0.1687 -0.0026 0.0761
1.2D + 1.0Ev + 1.0Eh - Normal To Face 80.00 0.0049 0.0003 0.0128
100.00 0.0113 0.0004 0.0076
120.00 0.0023 0.0000 0.0005
250.00 0.0393 -0.0005 0.0204
1.2D + 1.0W 160 mph Wind at 60° From Face 80.00 0.1195 0.0077 0.1582
100.00 0.1794 0.0093 0.1894
120.00 0.2530 -0.0106 0.2236
250.00 1.0864 0.0183 0.4977
1.2D + 1.0W 160 mph Wind at 90° From Face 80.00 0.1231 -0.0091 0.1627
100.00 0.1842 0.0054 0.1866
120.00 0.2607 -0.0125 0.2269
250.00 1.1108 -0.0212 0.5068
1.2D + 1.0W 160 mph Wind at Normal To Face 80.00 0.1339 0.0085 0.1733
100.00 0.2000 0.0104 0.2124
120.00 0.2781 -0.0001 0.2481
250.00 1.1806 -0.0200 0.5334
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