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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
1.50 kN/m2
1.35 kN/m2
0.65 kN/m2

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the yield stress of the material
only on the ultimate stress of the material
only on the geometry of the section

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
50 t
85 t
250 t

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Six times the weld size
Four times the weld size
Weld size

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in height
decrease in h/t ratio
increase in h/t ratio
decrease in thickness

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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