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Rolling
Force Fr =
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MT
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Horizontal wind
force on pipe bay ,as per API RP 2SK.
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A=
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m2
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Vw=
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m/s
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Fwind
=
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kN
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The horizontal rolling
force, Fr on the
pipe bay is,
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MT
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Avg: Pipe length, L =
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m
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The total horizontal force,
F on the pipe bay
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MT/m
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P to considered =
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m
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Sectional
Properties of Stanchion
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Height of P from deck
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mm
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Top flange, B1
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cm
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Top flange thickness, T1
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cm
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Web depth, d'
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cm
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Web thickness, t
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cm
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Bottom flange, B2
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cm
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Bottom flange thickness, T2
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cm
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Yield Strength, Fy
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MPa
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Maximum Bending
Stress Developed on Stanchion
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Bending stress, Ϭb
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MPa
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Bending stress on stanchion,
Ϭb =
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MPa
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[allowable bending stress]
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MPa
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Shear stress on stanchion, τ=
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MPa
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[allowable shear stress]
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MPa
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Combined stress in support =
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MPa
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MPa
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