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Design of Steel Structure

Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
27 mm
24 mm
20 mm

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Design of Steel Structure
Load factor is

always greater than factor of safety
sometimes greater than factor of safety
always less than factor of safety
always equal to factor of safety

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
Vertical load only
None of these
C. Both (A) and (B)

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

battening
tie plates
perforated cover plates
lacing

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

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

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

both (b) or (c)
unqual legged angles with long legs back to back
equal angles back to back
unequal legged angles with short legs back to back

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