Structural Analysis 091920091 RM04 "TOV11S
Structural Analysis Report
Structure
: .150 ft Pirod Self Supported Tower
ATC Site Name
Yelm, WA
ATC Site Number
: 83097
Proposed Carrier
: AT &T Mobility
Carrier Site Name
: Yelm
Carrier Site Number
: 10032265 -WA580
County
: Thurston
Engineering Number
: 43674921
Date
: July 15, 2009
Usage
: 97% Legs, 82% Diagonals,
57% Horizontals
Submitted by:
Christopher L. Jolly, E.I.
Design Engineer
American Tower Engineering Services
400 Regency Forest Drive
Cary, NC 27518
Phone: 919 -468 -0112
r � I
Engineering Number 43674921
July 15, 2009
Page 1
Introduction
The purpose of this report is to summarize results of the structural analysis performed on the 150 ft
Pirod Self Supported Tower located at 11247 Morris Road, Yelm, Washington, 98597, Thurston
County (ATC Site No. 83097). The tower was originally designed and manufactured by Pirod
(Drawing No. 115936 -13, dated November 28, 1990).
Analysis
The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that
the tower is in good, undamaged, and non - corroded condition.
Basic Wind Speed: 80 mph (Fastest Mile)
Radial Ice: 69 mph (Fastest Mile) w /'/2" ice
Code: TLAJEIA -222 -F / 2006 IBC Section 1609.1.1, Exception (4) and Section
3108.4
Antenna Loads
The following antenna loads were used in the tower analysis.
Existing Antennas
'
Qty
Antennas
Mount
Coax
Carrier
150.0
2
Antel LPA- 80080/8CF 5
(3) Sector Frame
2 15/8"
Verizon
4
Ante] ADA- 63406380CF
(8)15/8"
4
Antel LPA- 80063/8CF
4 15/8"
2
Antel ADA- 806080100CF
4 15/8"
132.0
6
EMSRR65- 19 -OODP
(3) Round Sector Frame
(12 15/8"
T- Mobile
6
1 ADC DD1900
6 1/2"
120.0
6
Kathrein 800 -10122
3 Round Sector Frame
12 15/8"
AT&T Mobility
108.0
3
CSAPCSX085 -18-0
(3) Round Sector Frame
3 15/8"
Sprint Nextel
6
Decibel DB848F65E -SX
12
14" x 9" TTA
3
Decibel DB848H90E -XY
6 15/8"
Proposed Antennas
Elov'
Qty
Antennas
Mount
Coax
Carrier
(fl)
120.0
16
Kathrein 860 10025
(3) Round Sector Frame
-
AT &T Mobility
. 12
Powerwave LGP2140X
--
-
Engineering Number 43674921
July 15, 2009
Page 2
Results
The maximum structure usage is: 97%
Leg Forces
Original Design
Reactions
Vent Analysis
Reactions
% Of Design
Uplift (Kips)
193.7
193.7
100
Axial (Kips)
209.6
217.1
104
Shear (Kips)
22.3
20.6
92
The structure base reactions resulting from this analysis are acceptable when compared to the reactions
shown on the original structure drawings, therefore no modification or reinforcement of the foundation
will be required.
Conclusion
Based on the analysis results, the structure meets the requirements per TL VEIA -222 -F and 2006 IBC
standards. The tower and foundation can support the existing and proposed antennas with the TX line
distribution as described in this report.
If you have any questions or require additional information, please call 919- 465 -6545.
Standard Conditions
All engineering services are performed on the basis that the information used is current and correct. This
information may consist of, but is not necessary limited, to:
-- Information supplied by the client regarding the structure itself, the antenna and feed line loading
on the structure and its components, or other relevant information.
-- Information from drawings in the possession of American Tower Corporation, or generated by
field inspections or measurements of the structure.
It is the responsibility of the client to ensure that the information provided to ATC Engineering Services
and used in the performance of our engineering services is correct and complete. In the absence of
information to the contrary, we assume that all structures were constructed in accordance with the
drawings and specifications and are in an un- corroded condition and have not deteriorated; and we,
therefore, assume that their capacity has not significantly changed from the "as new" condition.
All services will be performed to the codes specified by the client, and we do not imply to meet any
other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant
parameters are to be different from the minimum values recommended by the codes, the client shall
specify the exact requirement. In the absence of information to the contrary, all work will be performed
in accordance with the latest relevant revision of ANSUEIA -222.
All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. ATC Engineering Services is not responsible for the
conclusions, opinions and recommendations made by others based on the information we supply.
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Gh : 1.13
LoadCase Normal No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Site Number: 83097
Location: Yelm, WA
Code: T1A/EIA -222 Rev F
Section Forces
80.00 mph Wind Normal To Face with No Ice
Copyrfghf Semaan Engineering Soludons, Inc
ji7/1512009 4:23:13 PM
LoadCase 60 deg No Ice 80.00 mph Wind at 60 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total
Total
Ice
Ice
Wind
Flat
Round
Round
Eff
Linear
Linear
Total
Struct
Linear Total
Sect Height
Area
Area
Area
Sol
Area
Area
Area
Weight
Weight
Force
Force Force
Eff
Seq (ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr . Pr (sqft)
(sqft)
(sqft)
(lb)
ice (lb)
(lb)
(lb) (lb)
Face
8 140.0 24.76
0.00
37.61
0.00
0.38
2.11 1.00 1.00 0.64
24.15
6.53
0.00
1,669.5
0.0
1,432.23
219.87 1,652.10
1
7 120.0 23.69
0.00
37.61
0.00
0.38
2.11 1.00 1.00 0.64
24.15
20.30
0.00
2,021.2
0.0
1,370.52
664.07 2,024.59
1
6 105.0 22.81
5.55
20.21
0.00
0.47
1.941.00 1.00 0.68
19.34
10.15
0.00
1,636.2
0.0
971.81
314.79 1,286.60
1
5 90.00 21.82
9.85
40.43
0.00
0.36
2.151.00 1.00 0.64
35.55
20.30
0.00
3,283.0
0.0
1,890.84
602.46 2.493.30
1
4 70.00 20.31
10.86
42.03
0.00
0.29
2.31 1.00 1.00 0.61
36.67
20.30
0.00
3,689.5
0.0
1,951.80
560.72 2,512.52
1
3 50.00 18.45
14.43
42.03
0.00
0.26
2.421.00 1.00 0.60
39.80
20.30
0.00
3,855.7
0.0
2,011.96
509.32 2,521.28
1
2 30.00 16.38
15.94
43.63
0.00
0.23
2.501.00 1.00 0.60
41.97
20.30
0.00
4,302.6
0.0
1,949.73
452.31 2,402.04
1
1 10.00 16.38
17.56
43.63
0.00
0.20
2.581.00 1.00 0.59
43.36
20.30
0.00
4,892.2
0.0
2,079.29
452.31 2,531.60
1
25,350.1
0.0
17,424.03
LoadCase 60 deg No Ice 80.00 mph Wind at 60 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
LoadCase 90 deg No Ice 80.00 mph Wind at 90 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total
Total
Ice
Ice
Wind
Flat
Round
Round
Eff
Linear
Linear
Total
Struct
Linear Total
Sect Height
Area
Area
Area
Sol
Area
Area
Area
Weight
Weight
Force
Force Force
Eff
Seq (ft) qz
(sqft)
(soft),
(sqft)
Ratio
Cf Df Dr Rr (sqft)
(sqft)
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (Ib)
Face
8 140.0 24.76
0.00
37.61
0.00
0.38
2.11 0.80 1.00 0.64
24.15
6.53
0.00
1,669.5
0.0
1,432.23
219.87 1,652,10
1
7 120.0 23.69
0.00
37.61
0.00
0.38
2.11 0.80 1.00 0.64
24.15
20.30
0.00
2,021.2
0.0
1,370.52
654.07 2,024.59
1
6 105.0 22.81
5.55
20.21
0.00
0.47
1.94 0.80 1.00 0.68
18.23
10.15
0.00
1,636.2
0.0
915.98
314.79 1,230.77
1
5 90.00 21.82
9.85
40.43
0.00
0.36
2.150.80 1.00 0.64
33.58
20.30
0.00
3,283.0
0.0
1,786.09
602.46 2,388.55
1
4 70.00 20.31
10.86
42.03
0.00
0.29
2.31 0.80 1.00 0.61
34.49
20.30
0.00
3,689.5
0.0
1;836.18
560.72 2,396.90
1
3 50.00 18.45
14.43
42.03
0.00
0.26
2.42 0.80 1.00 0.60
36.91
20.30
0.00
3,855.7
0.0
1,866.04
509.32 2,375.36
1
2 30.00 16.38
15.94
43.63
0.00
0.23
2.50 0.80 1.00 0.60
38.79
20.30
0.00
4,302.6
0.0
1,801.68
452.31 2,253.99
1
1 10.00 16.38
17.56
43.63
0.00
0.20
2.580.80 1.00 0.59
39.85-
20.30
0.00
4,892.2
0.0
1,910.85
452.31 2,363.15
1
25, 350.1
0.0
16, 685.42
LoadCase 90 deg No Ice 80.00 mph Wind at 90 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Page 1
Total
Total
Ice
4ce
Wind
Flat
Round
Round
Eff
Linear
Linear
Total
Struct
Linear Total
Sect Height
Area
Area
Area
Sol
Area
Area
Area
Weight
Weight
Force
Force Force
Eff
Seq (ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr W
(sqft)
(sqft)
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
8 140.0 24.76
0.00
37.61
0.00
0.38
2.11 0.85 1.00 0.64
24.15
6.53
0.00
1,669.5
0.0
1,432.23
219.87 1,652.10
1
7 120.0 23.69
0.00
37.61
0.00
0.38
2.11 0.85 1.00 0.64
24.15
20.30
0.00
2,021.2
0.0
1,370.52
654.07. 2,024.59
1
6 105.0 22.81
5.55
20.21
0.00
0.47
1.940.85 1.00 0.68
18.51
10.15
0.00
1,636.2
0.0
929.94
314.79 1,244.73
1
5 90.00 21.82
9.85
40.43
0.00
0.36
2.150.85 1.00 0.64
34.07
20.30
0.00
3,283.0
0.0
1,812.28
602.46 2,414.73
1
4 70.00 20.31
10.86
42.03
0.00
0.29
2.31 0.85 1.00 0.61
35.04
20.30
0.00
3,689.5
0.0
1,865.09
560.72 2,425.80
1
Page 1
Copynght Semaan Engineering Solutions, Inc
Site Number: 83097 J!7x
2009 4:23:13 PM
Location: Yelm, WA
Code: TIAMA -222 Rev F
Gh: 1.1 3
Total
Total
Ice
Section Forces
Ice
Ice
Wind
Flat
3 50.00 18.45
14.43
42.03
0.00
0.26
2.420.85 1.00 0.60
37.64
20.30
0.00
3,855.7
0.0
1,902.52
509.32 2,411.84
1
2 30.00. 16.38
15.94
43.63
0.00
0.23
2.50 0.85 1.00 0.60
39.58
20.30
0.00
4,302.6
0.0
1,838.70
452.31 2,291.00
1
1 10.00 16.38
17.56
43.63
0.00
0.20
2.58 0.85 1.00 0.59
40.72
20.30
0.00
4,892.2
0.0
1,952.96
452.31 2,405.26
1
(lb) (lb)
Face
8 140.0 18.57
0.00
60.81
23.20
0.61
1.80 0.80 1.00 0.76
46.13
25,350.1
0.0
2,675.4
16,870.07
1,746.62
LoadCase Normal Ice
1
7 120.017.77
69.28
mph Wind Normal To Face with Ice
23.20
0.61
1.800.80 1.00 0.76
46.13
20.30
11.67
Allow Stress Inc:
1.333
1,671.37
772.44 2,443.80
1
6 105.0 17.10
5.55
30.04
9.82
0.66
1.78 0.80 1.00 0.78
27.98
10.15
5.83
Dead LF:
1.000
966.55
371.76 1,336.31
1
5 90.00 16.37
9.85
59.50
19.08
0.50
1.91 0.80 1.00 0.70
49.24
20.30
11.67
Wind LF:
1.000
1,740.89
711.49 2,452.37
1
4 70.00 15.23
10.86
61.52
19.49
0.40
2.06 0.80 1.00 0.65
48.83
20.30
11.67
6,223.7
Total
Total
Ice
1
3 50.00 13.84
14.43
61.99
Ice
0.35
2.180,801.000.63
50.70
20.30
11.67
Wind
Flat
Round
Round
1
2 30.00 12.29
Eff
Linear
Linear
Total
2.280.80 1.00 0.62
Struct
Linear Total
11.67
Sect Height
Area
Area
Area
Sol
1 10.00 12.29
Area
Area
Area
Weight
Weight
Force
Force Force
Eff
Seq (ft) qz
(sqft)
(sqft)
(sgft)
Ratio
Of Df Dr Rr (sqft)
(sqft)
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
8 140.0 18.57
0.00
60.81
23.20
0.61
1.801.00 1.00 0.76
46.13
6.53
2.67
2,675.4
1,005.9
1,746.62
232.23 1,978.86
1
7 120.0 17.77
0.00
60.81
23.20
0.61
1.80 1.00 1.00 0.76
46.13
20.30
11.67
3.632.1
1.610.8
1,671.37
772.44 2,443.80
1
6 105.0 17.10
5.55
30.04
9.82
0.65
1.781.00 1.00 0.78
29.09
10.15
5.83
2,850.6
1,214.4
1,004.93
371.76 1,376.69
1
5 90.00 16.37
9.85
59.50
19.08
0.50
1.91 1.00 1.00 0.70
51.21
20.30
11.67
5,767.7
2,484.6
1,810.52
711.49 2,522.00
1
4 70.00 15.23
10.86
61.52
19.49
0.40
2.061.00 1.00 0.65
51.00
20.30
11.67
6,223.7
2,534.2
1,813.48
662.19 2,475.67
1
3 50.00 13.84
14.43
61.99
19.96
0.35
2.18 1.00 1.00 0.63
53.58
20.30
11.67
6,495.5
2,639.8
1,829.63
601.49 2,431.12
1
2 30.00 12.29
15.94
64.11
20.47
0.31
2.281.00 1.00 0.62
55.58
20.30
11.67
7,006.6
2,704.0
1,760.85
534.16 2,295.01
1
1 10.00 12.29
17.56
64.65
21.02
0.27
2.371.00 1.00 0.61
56.89
20.30
11.67
7,645.5
2,753.3
1,875.33
534.16 2,409.49
1
42,297.2 16,947.1 17,932.64
LoadCase 60 deg Ice 69.28- mph Wind at 60 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
42,297.2 16,947.1 17,432.06
LoadCase 90 deg ice 69.28 mph Wind at 90 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total
Total
Ice
Ice
Ice
Wind
Flat
Round
Round
Wind
Fiat
Round
Round
Struct Linear
Total
Eff
Linear
Linear
Total
Area
Struct
Linear. Total
Weight Weight
Sect Height
Area
Area
Area
Sol
(sgft) Ratio Of Df Dr
Area
Area
Area
Weight
Weight
Force
Force Force
Eff
Seq (ft) qz
(sqft)
(sqft)
(sqft)
Ratio
Cf Df Dr W
(sqft)
(sqft)
(sqft)
(lb)
Ice (lb)
(lb)
(lb) (lb)
Face
8 140.0 18.57
0.00
60.81
23.20
0.61
1.80 0.80 1.00 0.76
46.13
6.53
2.67
2,675.4
1,005.9
1,746.62
232.23 1,978.86
1
7 120.017.77
0.00
60.81
23.20
0.61
1.800.80 1.00 0.76
46.13
20.30
11.67
3,632.1
1,610.8
1,671.37
772.44 2,443.80
1
6 105.0 17.10
5.55
30.04
9.82
0.66
1.78 0.80 1.00 0.78
27.98
10.15
5.83
2,850.6
1,214.4
966.55
371.76 1,336.31
1
5 90.00 16.37
9.85
59.50
19.08
0.50
1.91 0.80 1.00 0.70
49.24
20.30
11.67
5,767.7
2,484.6
1,740.89
711.49 2,452.37
1
4 70.00 15.23
10.86
61.52
19.49
0.40
2.06 0.80 1.00 0.65
48.83
20.30
11.67
6,223.7
2,534.2
1,736.25
662.19 2,398.44
1
3 50.00 13.84
14.43
61.99
19.96
0.35
2.180,801.000.63
50.70
20.30
11.67
6,495.5
2,639.8
1,731.06
601.49 2,332.56
1
2 30.00 12.29
15.94
64.11
20.47
0.31
2.280.80 1.00 0.62
52.39
. 20.30
11.67
7,006.6
2,704.0
1,659.86
534.16 2,194.02
1
1 10.00 12.29
17.56
64.65
21.02
0.27
2.37 0.80 1.00 0.61
53.37
20.30
11.67
7,645.5
2,753.3
1,759.64
534.16 2,293.70
1
42,297.2 16,947.1 17,432.06
LoadCase 90 deg ice 69.28 mph Wind at 90 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Page 2
Total
Total
ice
Ice
Wind
Flat
Round
Round
Eff
Linear
Linear
Total
Struct Linear
Total
Sect Height
Area
Area
Area Sol
Area
Area
Area
Weight Weight
Force Force
Force Eff
Seq (ft) qz
(sgft)
(sgft)
(sgft) Ratio Of Df Dr
Rr (sqft)
(sqft)
(sqft)
(lb) Ice (lb)
(lb) (lb)
(lb) Face
Page 2
Copyright Semen Engineering Solutions, Inc
Site Number: 83097 ji:
20 094:23:13 PM
Location: Yelm, WA
Code: TIA/EIA -222 Rev f
Gh: 1.13
Section Forces
8 140.018.57
0.00
60.81
23.20
0.61
1.800.85 1.00 0.76
46.13
6.53
2.67
2,675.4
1,005.9
1,746.62
232.23 1,978.86 1
7 120.0 17.77
0.00
60.81
23.20
0.61
1.80 0.85 1.00 0.76
46.13
20.30
11.67
3,632.1
1,610.8
1,671.37
772.44 2,443.80 1
6 105.0 17.10
5.55
30.04
9.82
0.65
1.78 0.85 1.00 0.78
28.26
10.15
5.83
2,850.6
1.214.4
976.14
371.76 1,347.90 1
5 90.00 16.37
9.85
59.50
19.08
0.50
1.91 0.85 1.00 0.70
49.73
20.30
11.67
5,767.7
2,484.6
1,758.29
711.49 2,469.78 1
4 70.00 15.23
10.86
61.52
19.49
0.40
2.06 0.85 1.00 0.65
49.37
20.30
11.67
6,223.7
2,534.2
1,755.55
662.19 2,417.74 1
3 50.00 13.84
14.43
61.99
19.96
0.35
2.180.85 1.00 0.63
51.42
20.30
11.67
6,495.5
2,639.8
1,755.70
601.49 2,357.20 1
2 30.00 12.29
15.94
64.11
20.47
0.31
2.280.85 1.00 0.62
53.18
20.30
11.67
7,006.6
2,704.0
1,685.11
534.16 2,219.27 1
1 10.00 12.29
17.56
64.65
21.02
0.27
2.37 0.85 1.00 0.61
64.25
20.30
11.67
7,645.5
2,753.3
1,788.49
534.16 2,322.65 1
42,297.2 16,947.1
17,557.21
Page 3
Site Number: 83097
Location: Yelm, WA
Code: TIAIEIA -222 Rev F
Tower Loading
Discrete Appurtenance Properties
Copyright Semasn Engineering Solutions, Inc
Y 711512009 4:23:13 PM
X
Attach
150.0
16/8" Coax
18
No Ice
0.82
33.30
Ice
Separate
Distance
150.0
Vert
Elev
3.00
6.90
Weight
CaAa
CaAa
Weight
Caka
CaAa
From Face
XAngle
Ecc
(ft)
Description
Qty
(Ib)
(sf)
Factor
(lb)
(sf)
Factor
(ft)
(deg)
(ft)
150.0
Antel ADA- 806080100CF
2
16.00
9.374
0.53
40.00
10.206
0.53
0.000
0.00
0.000
150.0
Antel LPA- 8006318CF
4
38.00
13.965
0.95
135.49
15.041
0.95
0.000
0.00
0.000
150.0
Antel ADA- 63406380CF
4
17.00
7.742.
0.72
60.00
8.376
0.72
0.000
0.00
0.000
150.0
Antel LPA- 8008018CF 5
2
24.00
6.278
1.70
87.32
7.140
1.70
0.000
0.00
0.000
150.0
Sector Frame
3
400.00
17.900
0.75
510.00
22.200
0.75
0.000
0.00
0.000
132.0
ADC DD1900
6
12.10
1.280
0.50
33.00
1.450
0.60
0.000
0.00
0.000
132.0
EMS RR66- 19.00DP
6
23.00
5.867
0.73
51.51
6.656
0.73
0.000
0.00
0.000
132.0
Round Sector Frame
3
300.00
14.400
0.75
415.00
19.200
0.75
0.000
0.00
0.000
120.0
Powerwave LGP2140X
12
14.10
1.290
0.50
21.26
1.530
0.50
0.000
0.00
0.000
120.0
Kathrein 86010026
16
1.20
0.180
0.50
2.60
0.260
0.50
0.000
0.00
0.000
120.0
Round Sector Frame
3
300.00
14.400
0.75
415.00
19.200
0.75
0.000
0.00
0.000
120.0
Kathrein 800 -10122
6
61.70
7.608
0.82
106.00
8.393
0.82
0.000
0.00
0.000
108.0
Decibel DB848H90E -XY
3
28.00
7.190
1.08
78.00
8.070
1.08
0.000
0.00
0.000
108.0
14" x 9" TTA
12
10.00
1.230
0.50
18.00
1.460
0.50
0.000
0.00
0.000
108.0
DecibelDB848F65ESX
6
39.00
19.130
0.73
139.00
20.280
0.73
0.000
0.00
0.000
108.0
Round Sector Frame
3
300.00
14.400
0.75
415.00
19.200
0.75
0.000
0.00
0.000
108.0
CSA PCSX086.18 -0
3
12.10
3.950
0.89
34.46
4.690
0.89
0.000
0.00
0.000
Totals
Linear Appurtenance Properties
Elev Elev
From To
94 5441.50 9088.77 Number of Appurtenances: 17
Width Weight Pct Spread On Bundling
(in) (lb /ft) Inwind Faces Arrangem
0.00
150.0
16/8" Coax
18
1.98
0.82
33.30
1
Separate
0.00
150.0
Climbing Ladder,
1
3.00
6.90
100.00
Lin App
Separate
0.00
150.0
Wave Guide
1
3.00
6.00
100.00
1
Separate
0.00
132.0
16/8" Coax
12
1.98
0.82
33.30
Lin App
Separate
0.00
132.0
1/2" Coax
6
0.63
0.15
33.30
Lin App
Separate
0.00
120.0
15/8" Coax
12
1.98
0.82
50.00
2
Separate
0.00
120.0
Wave Guide
1
3.00
6.00
100.00
2
Separate
0.00
108.0
1 518" Coax
15
1.98
0.82
33.30
3
Separate
0.00
108.0
Wave Guide
1
3.00
6.00
100.00
3
Separate
Page 4
Copyright Semsan Engineering Solutions, Inc
Site Number: 83097 ji:
20 094:23:13 PM
Location: Yelm, WA
Code: TIA/EIA -222 Rev F
Force /Stress Summary
Section: 1 U16
Bot Elev (ft): 0.00
Height (ft): 20.000
Mum Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts
Holes Cap (kip) Cap(kip)
Member
Controls
Shear
Bear
189.53 60 deg No Ice
50 288.64 0
Force
Len Bracing
° /
Fa Cap Mum
Mum
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y
Z KL/R
(ksi) (kip) Bolts
Holes
(kip)
(kip)
% Controls
LEG 12B -12 BD 1.75'
- 212.57 Normal Ice
10.02 100 100
100 0.0
0.0 258.24 0
0
0.00
0.00
82 User Input
HORIZ
0.00
0.000 0 0
0 0.0
0.0 0.00 0
0
0.00
0.00
0
DIAG SAE- 3X3X0.3125
-5.27 Normal No Ice
18.44 50 75
50187.9
5.6 10.03 1
1
21.98
29.00
52 Member
Page 5
Force
Fy Cap Mum
Mum Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts
Holes Cap (kip) Cap(kip)
%
Controls
LEG 12B -12" BD 1.75'
189.53 60 deg No Ice
50 288.64 0
0 0.00 0.00
65
User Input
HORIZ
0.00
0 0.00 0
0 0.00 0.00
0
DIAG SAE - 3X3X0.3125
5.87 60 deg Ice
36 41.99 1
1 21.98 29.00
26
Bolt Shear
Force
capacity use
Mum
Max Splice Forces
(kip) Load Case
(kip) %
Bolts Bolt Type
Top Tension
178.11 60 deg No Ice
276.45 64
6 1 A325
Top Compression
198.76 Normal Ice
0.00 0
But Tension
194.96 60 deg No Ice
305.25 64
6 1 A687
Bot Compression
217.30 Normal No Ice
0.00 0
Section: 2 U14
Bot Elev (ft): 20.00 Height (ft): 20.000
Member
Shear Bear
Force
Len Bracing %
Fa Cap Mum Mum
Cap Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y Z
KUR (ksi) (kip) Bolts Holes
(kip) (kip)
% Controls
LEG 12B -12"BD 1.75'
- 193.19 Normal No Ice
10.02 100 100 100
0.0 0.0 258.24 0
0
0.00 0.00
74 User Input
HORIZ
0.00
0.000 0 0 0
0.0 0.0 0.00 0
0
0.00 0.00
0
DIAG SAE - 3=0.1875
-4.61 90 deg No Ice
16.80 50 75 50
169.2 7.0 7.58 1
1
21.98 17.40
60 Member Z
Force
Fy Cap Mum
Mum Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts
Holes Cap(kip) Cap(kip)
Controls
LEG 12B -12 BD 1.75'
174.30 60 deg No Ice
50 288.64 0
0 0.00 '0.00
60
User Input
HORIZ
0.00
0 0.00 0
0 0100 0.00
0
DIAG SAE - 3X3X0.1875
4.48 90 deg Ice
36 25.83 1
1 21.98 17.40
25
Bolt Bear
Force
Capacity Use
Mum
Max Splice Forces
(kip) Load Case
(kip) %
Bolts Bolt Type
Top Tension
160.83 60 deg No Ice
276.45 58
6 1 A325
Top Compression
178.05 Normal No Ice
0.00 0
Bot Tension
178.11 60 deg No Ice
276.45 64
6 1 A325
Bot Compression
198.76 Normal ice.
0.00 0
Page 5
Copyright Semaan Engineering Solutions, Inc
Site Number: 83097 J:X 512009 4:23:13 PM
Location: Yelm, WA
Code: TIAEIA -222 Rev F
Force /Stress Summary
Section: 3 U12
Sot Elev (ft): 40.00
Height (ft): 20.000
Num
Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts
Member
Cap (kip) Cap (kip)
Shear
Bear
LEG 12B -12 "BD 1.5"
Force
Len Bracing
%
Fa Cap Num
Num
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y
Z KL/R
(ksl) (kip) Bolts
Holes
(kip)
(kip)
% Controls
LEG 128. 1 VBD 1.5"
- 171.96 Normal No Ice
10.02 100 100
100 0.0
0.0 184.65 0
0
0.00
0.00
93 User Input
HORIZ
0.00
0.000 0 0
0 0.0
0.0 0.00 0
0
0.00
0.00
0
DIAG SAE - 3X3X0.1875
-4.67 90 tleg No Ice
15.24 50 75
50 153.4
8.5 9.22 1
1
21.98
17.40
50 Member Z
Page 6
Force
Fy Cap Num
Num
Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts
Holes
Cap (kip) Cap (kip)
%
Controls
LEG 12B -12 "BD 1.5"
156.72 60 deg No Ice
50 211.98 0
0
0.00 0.00
73
User Input
HORIZ
0.00
0 0.00 0
0
0.00 0.00
0
DIAG SAE- 3X3X0.1875
4.46 90 deg No Ice
36 25.83 1
1
21.98 17.40
25
Bolt Bear
Force
Capacity use
Num
Max Splice Forces
(kip) Load Case
(kip) %
Bolts Bolt Type
Top Tension
141.09 60 deg No Ice
276.45 51
6 1 A325
Top Compression
154.95 Normal No Ice
0.00 0
Bot Tension
160.83 60 deg No Ice
276.45 58
6 1 A325
Bot Compression
178.05 Normal No Ice
0.00 0
Section: 4 U10
Sot Elev (ft): 60.00 Height (ft): 20.000
Member
Shear Bear
Force
Len Bracing %
Fa Cap Num Num
Cap Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y Z
KLIR
(ksi) (kip) Bolts Holes
(kip) (kip)
% Controls
LEG 12B -12 "BD 1.5"
- 148.02 Normal No Ice
10.02 100 100 100
0.0
0.0 184.65 0
0
0.00 0.00
80 User Input
HORIZ
0.00
01000 0 0 0
0.0
0.0 0.00 0
0
0.00 0.00
0
DIAG SAE - 2.5X2.5X0.1875
-4.89 90 deg No Ice
13.79 50 75 50
167.2
7.1 6.42 1
1
21.98 17.40
76 Member Z
Force
Fy Cap Num
Num
Shear Bear
Use
Max Tension Member
(Kip) Load Case
(ksi) (kip) Bolts
Holes
Cap (kip) Cap (kip)
Controls
LEG 12B -12 "BD 1.5"
136.01 60 deg No Ice
50 211.98 0
0
0.00 0.00
64
User Input
HORIZ
0.00
0 0.00 0
0
0.00 0.00
0
DIAG SAE - 2.5X2.5X0.1875
4.74 90 deg No Ice
36 20.38 1
1
21.98 17.40
27
Bolt Bear
Force
Capacity Use
Num
Max Splice Forces
(kip) Load Case
(kip) %
Bolts Bolt Type
Top Tension
117.75 60 deg No Ice
276.45 43
6 1 A325
Top Compression
128.53 Normal No Ice
0.00 0
Bot Tension
141.09 60 deg No Ice
276.45 51
6 1 A325
Bot Compression
154.95 Normal No Ice
0.00 0
Page 6
Site Number: 83097
Location: Yelm, WA
Code: TIA/EIA -222 Rev F
Force /Stress Summary
Copyright Semaan Engineering Solutions, Inc
Y J:x 5/2009 4:23:13 PM
Section: 5 U08
Bot Elev (ft): 80.00
Height (ft): 20.000
Shear Bear
Use
Max Tension Member
(ktp) Load Case
(ksi) (kip) Bolts Holes
Cap (kip) Cap (kip)
%
Member
Shear
Bear
50 147.19 0 0
0.00 0.00
Force
Len
Bracing
%
Fa Cap Num
Num
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft)
X Y
Z KUR
(ksi) (kip) Botts Holes
(kip)
(kip)
% Controls
LEG 12B -12 "BD 1.25"
- 119.73 Normal No Ice
10.02
100 100
100 0.0
0.0 122.92 0
0
0.00
0.00
97 User Input
HORIZ
0.00
0.000
0 0
0 0.0
0.0 0.00 0
0
0.00
0.00
0
DIAG SAE - 2.5)(2.5X0.1875
-6.29 90 deg No ice
11.93
50 75
50 144.6
9.5 8.59 1
1
21.98
17.40
73 MemberZ
Page 7
Force
Fy Cap Num Num
Shear Bear
Use
Max Tension Member
(ktp) Load Case
(ksi) (kip) Bolts Holes
Cap (kip) Cap (kip)
%
Controls
LEG 12B -1Y'BD 1.25'
111.00 60 deg No Ice
50 147.19 0 0
0.00 0.00
75
User Input
HORO
0.00
0 0.00 0 0
0.00 0.00
0
DIAG SAE - 2.5X2.5X0.1875
5.96 90 deg No Ice
36 20.38 1 1
21.98 17.40
34
Bolt Bear
Force
Capacity Use Num
Max Splice Forces
(kip) Load Case
(kip) % Bolts Bolt Type
Top Tension
86.55 60 deg No Ice
276.45 31
6 1 A325
Top Compression
94.54 Normal No Ice
0.00 0
Bot Tension
117.75 60 deg No Ice
276.45 43
6 1 A325
But Compression
128.53 Normal No Ice
0.00 0
Section: 6 U06 -10 ft
Bot Elev (ft): 100.0 Height (ft): 10.000
Member
Shear Bear
Force
Len Bracing%
Fa Cap Num Num
Cap Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y Z KUR
(ksi) (kip) Bolts Holes (kip) (kip)
% Controls
LEG 12B -12 "BD 1.25"
-80.59 Normal No Ice
10.02 100 100 100 0.0
0.0 122.92 0
0
0.00 0.00
65 User Input
HORIZ SAE - 2.5X2.6X0.1875
-1.28 60 deg No ice
5.000 100 100 100 121.2
13.5 12.16 1
1
21.98 17.40
10 Member Z
DIAG SAE- 2.5X2.5X0.1875
-7.78 Normal No lee
11.41 50 75 50138.4
10.4 9.38 1
1
21.98 17.40
82 Member
Force
Fy Cap Num Num
Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts Holes
Cap (kip) Cap(kip)
%
Controls
LEG 12B -12 "BD 1.25'
74.65 60 deg No ice
50 147.19 0 0
0.00 0.00
50
User Input
HORIZ SAE - 2.5X2.5X0.1875
1.28 Normal No Ice
36 20.38 1 1
21.98 17.40
7
Bolt Bear
DIAG SAE - 2.5X2.5X0.1875
7.26 60 deg No Ice
36 20.38 1 1
21.98 17.40
41
Bolt Bear
Force
Capacity Use Num
Max Splice Forces
(kip) Load Case
(kip) % Bolts Bolt Type
Top Tension
65.93 60 deg No Ice
276.45 24
6 1 A325
Top Compression
72.97 Normal No Ice
0.00 0
Sot Tension
86.55 60 deg No ice
276.45 31
6 1 A325
Sot Compression
94.54 Normal No Ice
0.00 0
Page 7
Copyright Semaan Engineering Solutions, Inc
Site Number: 83097 �' 7/15/2009 4:23:13 PM
Location: Yelm, WA
Code: TIA/EIA -222 Rev F
Force /Stress Summary
Section: 7 V5.0
Bot Elev (ft): 110.0
Height (ft): 20.000
Shear Bear
Use
Max Tension Member
(Kip) Load Case
(ksi) (kip) Bolts Holes
Member
Shear
Bear
LEG SOL -1 3/4" SOLID
Force
Len Bracing%
Fa Cap Num Num
Cap
Cap
Use
Max Compression Member
(kip) Load Case
(ft) X
Y Z KUR
(ksi) (kip) Bolts Holes
(kip)
(kip)
% Controls
LEG SOL -1 314" SOLID
-68.47 Normal No Ice
2.35 100
100 100 64.4
29.3 70.42 0 0
0.00
0.00
97 Member X
HORIZ SOL - 7/8" SOLID
-1.84 60 deg No Ice
5.000 100
100 100 178.3
6.3 3.77 0 0
0.00
0.00
48 Member X
DIAG SOL -7/8" SOLID
-4.61 90 deg No Ice
5.523 50
50 50 136.4
10.7 6.44 0 0
0.00
0.00
71 MemberX
Page 8
Force
Fy Cap Num Num
Shear Bear
Use
Max Tension Member
(Kip) Load Case
(ksi) (kip) Bolts Holes
Cap (kip) Cap(kip)
%
Controls
LEG SOL -1 3/4" SOLID
66.98 60 deg No Ice
50 96.20 0 0
0.00 0.00
69
Member
HORIZ SOL -7/8" SOLID
1.95 Normal No Ice
50 24.05 0 0
0.00 0.00
8
Member
DIAG SOL -7/8" SOLID
4.57 90 deg No Ice
50 24.05 0 0
0.00 0.00
19
Member
Force
Capacity Use Num
Max Splice Forces
(kip) Load Case
(kip) % Bolts
Bolt Type
Top Tension
23.81 60 deg No Ice
0.00' 0
Top Compression
26.58 Normal No Ice
0.00 0
Bot Tension
65.93 60 deg No Ice
276.45 24
6 1 A326
Sot Compression
72.97 Normal No Ice
0100 0
Section: 8 V5.0
Bot Elev (ft): 130.0 Height (ft): 20.000
Member
Shear Bear
Force
Len Bracing%
Fa Cap Num Num
Cap Cap
Use
Max Compression Member
(kip) Load Case
(ft) X Y Z KUR
(ksi) (kip) Bolts Holes (kip) (kip)
% Controls
LEG SOL -1 314" SOLID
-23.57 Normal No Ice
2.35 100 100 100 64A
29.3 70.42 0
0
0.00 0.00
33 Member X
HORIZ SOL - 7/8" SOLID
-2.17 Normal No Ice
5.000 100 100 100 178.3
6.3 3.77 0
0
0.00 0.00
57 Member X
DIAG SOL - 7/8" SOLID
-3.66 90 deg No Ice
5.523 50 50 50 136.4
10.7 6.44 0
0
0.00 0.00
56 Member X
Force
Fy Cap Num Num
Shear Bear
Use
Max Tension Member
(kip) Load Case
(ksi) (kip) Bolts Holes
Cap (kip) Cap(kip)
/,
Controls
LEG SOL -1 314" SOLID
23.87 60 deg No Ice
50 96.20 0 0
0.00 0.00
24
Member
HOW SOL - 718" SOLID
2.05 60 deg No Ice
50 24.05 0 0
0.00 0.00
8
Member
DIAG SOL - 718" SOLID
3.74 90 deg No Ice
50 24.05 0 0
0.00 0.00
15
Member
Force
Capacity Use Num
Max Splice Forces
(kip) Load Case
(kin) % Bolts
Bolt Type
Top Tension
0.00
0.00 0
Top Compression
0.89 Normal Ice
0.00 0
Bot Tension
23.81 60 deg No Ice
0.00 0
Bot Compression
26.58 Normal No Ice
0.00 0
Page 8
Site Number: 83097
Location: Yelm, WA
Code: TIA/EIA -222 Rev F
Support Forces Summary
Copyright Semaan Engineering Soludoos, Inc
Y J:x 5/2009 4:23:13 PM
Page 9
Fx
FY FZ
Load Case
Node (kip)
(kip) (kip)
( -) =Uplift ( +) =Down
90 deq Ice
1b
-15.34
- 154.81 -8.92
1a
-12.94
189.05 7.56
1
0.14
17.14 1.36
60 deq Ice
1b
-17.50
- 180.93 -10.10
1a
-6.90
116.16 4.14
1
0.14
116.16 -8.05
Normal Ice
1b
-9.50
-82.85 -5.39
1a
9.50
-82.85 -5.39
1
0.00
217.09 -17.73
90 deq No Ice
1 b
-13.89
- 166.97 -8.08
1a
-15.25
187.49 8.89
1
0.12
10.27 -0.81
60 deq No Ice
lb
-16.09
- 193.68 -9.29
1a
-9.01
112.24 5.35
1
0.13
112.24 -10.48
Normal No Ice
1b
-7.90
-93.13 -4.50
1a
7.90
-93.13 4.50
1
0.00
217.04 -20.57
Max Uplift:
193.68 (kip)
Moment:
2,865.20 (ft -kip) Normal No Ice
Max Down:
217.09 (kip)
Total Down:
30.79 (kip)
Max Shear:
20.57(kip)
Total Shear:
29.57 (kip)
Page 9
Load Case
69.28 mph Wind Normal To Face with Ice
69.28 mph Wind at 60 deg From Face with Ice
69.28 mph Wind at 90 deg From Face with Ice
80.00 mph Wind Normal To Face with No Ice
80.00 mph Wind at 60 deg From Face with No Ice
80.00 mph Wind at 90 deg From Face with No Ice
Site Number: 83097
Location: Yelm, WA
Code: TIA/EIA -222 Rev F
Deflections and Rotations
Elevation
(ft)
Deflection
(ft)
Twist
(deg)
110.00
0.8396
0.0237
119.93
1.0353
0.0221
132.89
1.3361
0.0209
150.00
1.7326
0.0205
110.00
0.8369
0.0229
119.93
1.0327
0.0229
132.89
1.3330
0.0226
150.00
1.7294
0.0220
110.00
0.8371
0.0137
119.93
1.0326
0.0135
132.89
1.3329
0.0136
150.00
1.7291
0.0133
110.00
0.8686
0.0257
119.93
1.0716
0.0239
132.89
1.3848
0.0224
150.00
1.7996
0.0219
110.00
0.8633
0.0247
119.93
1.0661
0.0247
132.89
1.3784
0.0243
150.00
1.7926
0.0237
110.00
0.8641
0.0148
119.93
1.0668
0.0147
132.89
1.3791
0.0149
150.00
1.7932
0.0146
0.0000
0.0000
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Copyright Semaan Engineering Solutions, Inc
j:x 5/i
2009 4:23:13 PM
1.0656
1.1915
1.1137
1.9010
1.0628
1.1916
1.1126
1.9001
1.0766
1.1884
1.1149
1.9080
1.1027
1.2379
1.1611
2.0471
1.1007
1.2361
1.1583
2.0450
1.1143
1.2333
1.1612
2.0644
0.0000