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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

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

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
parabolic
constant curvature for all moments
linear

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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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 geometry of the section
only on the ultimate stress of the material

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral, longitudinal and vertical loads
lateral loads
lateral and longitudinal loads

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

lintel beam
stringer beam
spandrel beam
header beam

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