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Design of Steel Structure

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

1.3 L
1.1 L
1.5 L
1.8 L

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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 capacity of the smallest pressed steel tank is

1000 litre
2450 litre
1950 litre
1650 litre

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
equal to d
more than d
less than d

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

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

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
9 mm
8 mm
7 mm

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