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Design of Steel Structure

Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

tie plates
battening
perforated cover plates
lacing

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

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

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is always greater than 1
is always less than 1
is equal to 1
can be less than 1

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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)

0.55 Awfy
0.65 Awfy
0.85 Awfy
0.75 Awfy

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
basic wind speed
None of these
both (a) and (b)

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

butt joint with single cover plate
butt joint with double cover plates
None of these
lap joint

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