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Design of Steel Structure

Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

500 mm
1000 mm
600 mm
300 mm

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

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

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
reduced by 33.3%
increased by 33.3 %
increased by 25 %

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

4t
3t
6t
8t

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

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

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