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Gh : 1.13
<br />!flow Stress Inc: 1.333
<br />Dead LF: 1.000
<br />Wind LF: 1.000
<br />Silo Number 83067
<br />Location: South Everett, WA
<br />Code: TIAIEIA•222 Rev F
<br />Section Forces
<br />90.00 mph Wind Normal To Face with No Ice
<br />Copyr,VAI Semaao Fne,neenne So1.1onr, Inc
<br />I
<br />312012909 1:52:15 PM
<br />Total
<br />Total
<br />Ico
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />Eff
<br />Linear
<br />Linear
<br />Total
<br />Struct
<br />Linear Total
<br />Sect Haight
<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 />Sari (h) qz
<br />(sgft)
<br />(sgft)
<br />(sqft)
<br />Ratio
<br />CI Df Dr Fir hutft)
<br />tariff)
<br />(sqh)
<br />(lb)
<br />Ice (lb)
<br />(lb)
<br />(lb) gb)
<br />Face
<br />9 152.5 32.11
<br />0.00
<br />2.90
<br />0.00
<br />0.15
<br />2.791.00 1.00 0.58
<br />1.69
<br />6.60
<br />0.00
<br />282.2
<br />0.0
<br />170.77
<br />287.64 458.42
<br />1
<br />8 140.0 31.34
<br />0.00
<br />13.88
<br />DO
<br />0.16
<br />2.72 1.00 1.00 0.58
<br />8.10
<br />29.21
<br />0.00
<br />1.493.5
<br />0.0
<br />782.03
<br />1,242.4 2,024.46
<br />1
<br />7 120.0 29.99
<br />0.00
<br />13.59
<br />0.00
<br />0.14
<br />2.801.00 1.00 0.58
<br />7.89
<br />36.99
<br />0.00
<br />11551.5
<br />0.0
<br />748.30
<br />1,505.4 2,253.72
<br />1
<br />6 105.0 28.86
<br />5.71
<br />7.81
<br />0.00
<br />0.25
<br />2,451.00 1.00 0.60
<br />10.40
<br />23.64
<br />0,OD
<br />1,124.8
<br />0.0
<br />832.01
<br />926.12 1.758.13
<br />1
<br />5 90.00 27.62
<br />12.22
<br />17.65
<br />0.00
<br />0.21
<br />2.551A0 1.00 0.59
<br />22.67
<br />47.28
<br />0.00
<br />2,289.6
<br />0.0
<br />1,807.90
<br />1,772.4 3,580.33
<br />1
<br />4 70.00 25.71
<br />13.46
<br />19.90
<br />0.00
<br />0.19
<br />2.661.00 1.00 OM
<br />25.15
<br />47.28
<br />0.00
<br />3,093.3
<br />0.0
<br />1,934.70
<br />1,649.6 3.584.32
<br />1
<br />3 50.00 23.35
<br />14.87
<br />19,90
<br />0.00
<br />0.16
<br />2.741.00 1.00 0.58
<br />26.47
<br />47.28
<br />0,00
<br />3,196.5
<br />0,0
<br />1,916.66
<br />1,498.4 3,415.09
<br />1
<br />2 30.00 20.74
<br />19.14
<br />2t.50
<br />0.00
<br />0.16
<br />2.751.00 1.00 0.58
<br />31.66
<br />47.28
<br />0.00
<br />3,904.0
<br />0.0
<br />2.040.96
<br />1.330.6 3,371.65
<br />1
<br />1 10.00 20.74
<br />24.04
<br />21.50
<br />0.00
<br />0.15
<br />2.761.00 1.00 OM
<br />36.55
<br />4L28
<br />0.00
<br />3,914.6
<br />0.0
<br />2.370.05
<br />1,330.6 3.700.74
<br />1
<br />20.850.0
<br />0.0
<br />24.146.84
<br />LoadCase 60 dea No Ice 90.00 tnph Wind at 60 deg From Face with No Ice
<br />Allow Stress Inc: 1.333
<br />Dead LF: imfi
<br />Wind LF: 1.000
<br />Total
<br />Total
<br />Ice
<br />Ica
<br />Wind
<br />Fla[
<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 />Aroa
<br />Area
<br />Weight
<br />Weight
<br />Force
<br />Force Force
<br />ER
<br />Seq (II) qz
<br />(sgit)
<br />(sqfl)
<br />(sqfl)
<br />Ratio
<br />Cf Df Cr W (sgft)
<br />(sqfl)
<br />(sgit)
<br />(lb)
<br />Ice (lb)
<br />(lb)
<br />(lb) (lb)
<br />Face
<br />9152.532.11
<br />0.00
<br />2.90
<br />0.00
<br />0.15
<br />2.790.80 1.00 0,58
<br />1.69
<br />6.60
<br />0.00
<br />282.2
<br />0.0
<br />170.77
<br />287.64 458.42
<br />1
<br />8 140.0 31.34
<br />0.00
<br />13.88
<br />0.00
<br />0.16
<br />2.72 6.80 1.00 0.58
<br />0.10
<br />29.21
<br />0.00
<br />1.493.5
<br />0.0
<br />782.03
<br />1,242.4 2,024.46
<br />1
<br />7 120.0 29.99
<br />0.00
<br />13.59
<br />0.00
<br />0.14
<br />2.800.80 1.00 0.58
<br />7.89
<br />36.99
<br />0.00
<br />1,551.5
<br />0.0
<br />748.30
<br />1.505.4 2.253.72
<br />1
<br />6 105.0 28.86
<br />5.71
<br />7.81
<br />0.00
<br />0.25
<br />2.450.00 1.00 0.60
<br />9.26
<br />23.64
<br />0.00
<br />1.124.E
<br />0.0
<br />740.70
<br />926.12 1,666.82
<br />1
<br />5 91100 27.62
<br />12.22
<br />17.63
<br />0.00
<br />0.21
<br />2.550.80 1.00 0.69
<br />20.23
<br />47.2E
<br />0.00
<br />2.289.6
<br />0.0
<br />1.613.06
<br />1,172.4 3,385.49
<br />1
<br />4 70.00 25.71
<br />13.46
<br />19.90
<br />0.00
<br />0.19
<br />2.650.80 1.00 0.59
<br />22.46
<br />47.28
<br />0.00
<br />3.093.3
<br />0.0
<br />1.727.59
<br />1,649.6 3.377.21
<br />1
<br />3 50.00 23.35
<br />14.87
<br />19.90
<br />0.00
<br />0.16
<br />2.740.80 1.00 0.58
<br />23.49
<br />47.28
<br />O.00
<br />3.196.5
<br />0.0
<br />1,701.25
<br />1,4984 3.199.67
<br />1
<br />2 30.00 20.74
<br />19.14
<br />21.50
<br />0.00
<br />0.16
<br />2.750.80 1.00 0.58
<br />27.83
<br />47.28
<br />0.00
<br />3.904.0
<br />0.0
<br />1.794.20
<br />1,330.6 3.124.89
<br />1
<br />1 10.00 20.74
<br />24.04
<br />21.50
<br />0.00
<br />0.15
<br />2.760.80 1.00 0.58
<br />31.74
<br />47.28
<br />0.00
<br />3.914.E
<br />0.0
<br />2,058.24
<br />1,330.6 3.388.92
<br />1
<br />20,050.0
<br />0.0
<br />22,879.60
<br />LoadCase 90 dea No Ice 90.00 mph Wind at 90 (leg From Face with No Ice
<br />Allow Stress Inc: 1.333
<br />Dead LF: 1.000
<br />Wind LF: 1.000
<br />Total
<br />Total
<br />Ice
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />Elf
<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 />EN
<br />Seri (ft) qz
<br />(sqfl)
<br />(sgft)
<br />(sg(t)
<br />Ratio
<br />Cf Df Dr Rr (sgft)
<br />(sgft)
<br />(sqfl)
<br />gb)
<br />Ice (lb)
<br />(Ib)
<br />(lb) (lb)
<br />Face
<br />9 152.5 32.11
<br />0.00
<br />2.90
<br />0.00
<br />0.16
<br />2.790.05 1.00 0,58 1.69
<br />6.60
<br />0.00
<br />282.2
<br />0.0
<br />170.71
<br />287,64 458.42
<br />1
<br />8 140.0 31.34
<br />O.CO
<br />13.88
<br />0.00
<br />0.16
<br />2.72 0.85 1.00 0.58 8.10
<br />29.21
<br />OM
<br />1.493.5
<br />0.0
<br />782.03
<br />1,242.4 2,024.46
<br />1
<br />7 120.0 29.99
<br />0.00
<br />13.59
<br />0.00
<br />0.14
<br />2.80015 1.00 0.58 7.89
<br />36.99
<br />0.00
<br />1,551.5
<br />0.0
<br />748.30
<br />1,505.4 2,253.72
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