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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
2.0 d
3.0 d
2.5 d

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

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

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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)

0.75 Awfy
0.85 Awfy
0.65 Awfy
0.55 Awfy

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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
can be less than 1
is equal to 1

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Channel section
Any of these
Angle section

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.5 L
1.3 L
1.8 L

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