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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
1.50 kN/m2
0.75 kN/m2

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Design of Steel Structure
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is

only (i)
(i), (ii) and (iii)
both (i) and (iii)
both (i) and (ii)

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

both (i) and (ii)
both (i) and (iii)
(i), (ii) and (iii)
only (i)

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.65 Awfy
0.55 Awfy
0.75 Awfy

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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

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

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