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ConY,ronl Semnan Env^eennp SMNwns Inc
<br />Site Number: 83067
<br />y
<br />3/20120091:52:15 PM
<br />Location: South
<br />Everett, WA
<br />Code: TIA/EIA-222 Rev F
<br />7.
<br />Gh: 1.13
<br />Section Forces
<br />LoadCase @Q-deg Ice
<br />77.94
<br />mph Wind at 90 deg From
<br />Face w' h
<br />Ice
<br />Allow Stress Inc:
<br />1.333
<br />Dead LF:
<br />1.000
<br />Wind LF:
<br />1.000
<br />Total
<br />Total
<br />Ice
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />EH
<br />Linear
<br />Linear
<br />Total
<br />Struct
<br />Linear Total
<br />Sect Height
<br />Area
<br />Area
<br />Area
<br />Sol
<br />Area
<br />Area
<br />Area
<br />Weight
<br />Weight
<br />Force
<br />Force Force
<br />EH
<br />Seq (it) qz
<br />(sqft)
<br />(sqft)
<br />(sgll)
<br />Ratio
<br />CI DI Dr Rr (sqN)
<br />(sqft)
<br />(sqft)
<br />(lb)
<br />Ice (lb)
<br />(le)
<br />(ib) (lb)
<br />Face
<br />9 152.5 24.08
<br />0.00
<br />5.94
<br />3.04
<br />0.30
<br />2.300.85 1.00 0.61 3.65
<br />6.60
<br />3,33
<br />467.1
<br />184.9
<br />22922
<br />324.67 553.89
<br />1
<br />8 140.0 23.50
<br />0.00
<br />28.94
<br />13.05
<br />0.32
<br />2.250.85 1.00 0.62 16.74
<br />29.21
<br />1418
<br />2,318.5
<br />825.0
<br />1,001.72
<br />1.396.9 2.398.63
<br />1
<br />7 120.0 22.49
<br />0.00
<br />24.83
<br />11.24
<br />0.26
<br />2.40 0.85 1.00 0.60 15.02
<br />36.99
<br />2o.56
<br />2.429.0
<br />877.6
<br />918.33
<br />1.909.8 2.828.17
<br />1
<br />6 105.0 21.65
<br />5.71
<br />11.39
<br />3.57
<br />0.31
<br />2.27 0.85 1.00 0.62 11.90
<br />23.64
<br />18.33
<br />1,724.4
<br />599.6
<br />660.81
<br />1.233.1 1,893.97
<br />1
<br />5 90.00 20.71
<br />12.22
<br />27.54
<br />9.91
<br />0.28
<br />2.340.85 1.00 0.61 27.21
<br />47.28
<br />36.67
<br />.1,537.0
<br />1,247.4
<br />1.491.55
<br />2,360.0 3,851.61
<br />1
<br />4 70.00 16.28
<br />13.46
<br />31.05
<br />11.16
<br />0.25
<br />2.45 0.85 1.00 0.60 30.11
<br />47.28
<br />K.67
<br />4,403.9
<br />1.310.7
<br />1,605.74
<br />2.196.5 3,802.28
<br />1
<br />3 50,00 17.51
<br />14.87
<br />31.53
<br />11.63
<br />0.21
<br />2.560.85 1.00 0.59 31.33
<br />47.28
<br />36.67
<br />4,550.0
<br />1,353.5
<br />1,588.34
<br />1,995.2 3,583.55
<br />1
<br />2 30.00 16.55
<br />19.14
<br />33.64
<br />12.14
<br />0.10
<br />2.59 0.85 1.00 0.59 36.15
<br />47.28
<br />38.67
<br />5,39L'.2
<br />1,494.2
<br />1,644.33
<br />1.771.8 3,416.19
<br />1
<br />1 10.00 15.55
<br />24.04
<br />34.18
<br />12.68
<br />0.19
<br />2.620.85 1.00 0.59 40.58
<br />47.28
<br />36.67
<br />5.549.9
<br />1,635.2
<br />1,866.93
<br />1,771.8 3,638.79
<br />1
<br />30,378.0
<br />9.528.0
<br />25,967.07
<br />LoadCase Normal
<br />50.00
<br />mph Wind Normal To Face with No Ice
<br />Allow Stress Inc:
<br />1.333
<br />Dead LF:
<br />1.000
<br />Wind LF:
<br />1.000
<br />Total
<br />Total
<br />Ice
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />EN
<br />Linear
<br />Linear
<br />Total
<br />Struct
<br />Linear Total
<br />Sect Height
<br />Area
<br />Area
<br />Area
<br />Sol
<br />Area
<br />Area
<br />Area
<br />Weight
<br />Weight
<br />Force
<br />Force Force
<br />ER
<br />Seq (ft) qz
<br />(sqft)
<br />(scifl)
<br />(sgfl)
<br />Ratio
<br />Cf Df Dr Rr (sgft)
<br />(sgfl)
<br />(sgit)
<br />(lb)
<br />Ice (lb)
<br />(lb)
<br />fib) (Ibl
<br />Face
<br />9 152.5 9.91
<br />0.00
<br />2.90
<br />0.00
<br />0.15
<br />2.79 1.00 1.00 0.58 1.69
<br />6.60
<br />0.00
<br />282.2
<br />0.0
<br />52.71
<br />88.78 141.49
<br />1
<br />8 140.0 9.67
<br />0.00
<br />13.811
<br />0.00
<br />0.16
<br />2.72 1.00 1.00 0.58 8.10
<br />29.21
<br />0.00
<br />1.493.5
<br />0.0
<br />241.37
<br />383.46 624.83
<br />1
<br />7 120.0 9.25
<br />0.00
<br />13.59
<br />0.00
<br />0.14
<br />2.80 1.00 1.00 0.58 7.89
<br />36.99
<br />0.00
<br />1.551.5
<br />0.0
<br />230.96
<br />464.63 695.59
<br />1
<br />6 105.0 8.91
<br />5.71
<br />7.61
<br />0.00
<br />0.25
<br />2.451.00 1.00 0.60 10.40
<br />23.64
<br />0.00
<br />1,124.8
<br />0.0
<br />256,79
<br />285.84 642.63
<br />1
<br />5 90.00 8.52
<br />12.22
<br />17.63
<br />0.00
<br />0.21
<br />2.551.00 1.00 0.59 22.67
<br />47.28
<br />0.00
<br />2,289.6
<br />0.0
<br />557.99
<br />547.05 1.105.04
<br />1
<br />4 70.00 7.93
<br />13.46
<br />19.90
<br />0.00
<br />0.19
<br />2.651.00 1.00 0.59 25.15
<br />47.28
<br />0.00
<br />3,093.3
<br />0.0
<br />591.13
<br />509.14 1.106.27
<br />1
<br />3 50.00 7.21
<br />14.87
<br />19.90
<br />0.00
<br />0.16
<br />2.741.00 1.00 0.58 26.47
<br />47.28
<br />0.00
<br />3,196.5
<br />0.0
<br />591.56
<br />462.40 1.054,04
<br />1
<br />2 30.00 6.40
<br />19.14
<br />21.50
<br />0.00
<br />0.16
<br />2,751.00 1.00 0.58 31.66
<br />47.28
<br />0.00
<br />3,904.0
<br />0.0
<br />629.93
<br />410.71 1,040.63
<br />1
<br />1 10.00 6,40
<br />24.04
<br />21.50
<br />0.00
<br />0.15
<br />2.761.00 1.00 0.58 36.55
<br />47.28
<br />0.00
<br />3,914.6
<br />0.0
<br />731.50
<br />410.71 1,142.20
<br />1
<br />20,850.0
<br />0.0
<br />7,452.73
<br />LoadCase 60 den
<br />50.00
<br />mph Wind at 60 dog From Face with
<br />No Ice
<br />Allow Stress Inc:
<br />1.333
<br />Dead LF:
<br />1.000
<br />Wind LF:
<br />1.000
<br />Total
<br />Total
<br />Ice
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />E6
<br />Linear
<br />Linear
<br />Total
<br />Struct
<br />Linear Total
<br />Sect Height
<br />Area
<br />Area
<br />Area
<br />Sol
<br />Area
<br />Area
<br />Area
<br />Weight
<br />Weight
<br />Force
<br />Force Force
<br />ER
<br />Seq (ft) qz
<br />(sqft)
<br />(sg(t)
<br />(still)
<br />Ratio
<br />Cf DI Dr W (sqN)
<br />(sqft)
<br />(sqh)
<br />(lb)
<br />Ice (lb)
<br />(lb)
<br />(lb) (Ib)
<br />Face
<br />9 152.5 9.9:
<br />0.00
<br />2.90
<br />0.00
<br />0.15
<br />2.79 0.80 1.00 0.58 1.69
<br />6.60
<br />0.00
<br />282.2
<br />0.0
<br />52.71
<br />88.78 141.49
<br />1
<br />8 140.0 9.67
<br />0.00
<br />13.88
<br />0.00
<br />0.16
<br />2.720,80 1.00 0.58 8.10
<br />29.21
<br />0.00
<br />1,493.5
<br />0.0
<br />241.37
<br />383.46 624.83
<br />1
<br />7 120.0 9.25
<br />0.00
<br />13.59
<br />0.00
<br />0.14
<br />2.80 0.80 1.00 0.50 7.89
<br />36.99
<br />0.00
<br />1,551.5
<br />0.0
<br />230.96
<br />464.63 695.59
<br />1
<br />6 105.0 8.91
<br />5.71
<br />7.81
<br />0.00
<br />0.25
<br />2.450.80 1.00 0.60 9.26
<br />23.64
<br />0.00
<br />1,124.8
<br />0.0
<br />228.61
<br />285.84 514.45
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