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Design of Steel Structure

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

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

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

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

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
vertical intermediate stiffener
horizontal stiffener at neutral axis
None of these

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1250 mm
1680 mm
650 mm

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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)

3t
6t
8t
4t

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
0
± 0.2
±0.5

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