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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
100
180
120

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Deflection of rafter
Shear force in rafter
Axial force in rafter

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Design of Steel Structure
In the cross-section of a weld, throat is the

maximum dimension
average dimension
minimum dimension
None of these

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/3
d/4
d/2

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Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
water pressure
earthquake forces
weight of tank

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and plastic moment conditions
equilibrium condition only
mechanism and plastic moment conditions
equilibrium and mechanism conditions

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