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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

None of these
slope of roof
both (a) and (b)
degree of permeability of roof

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

2.13 m above the rail level
1.83 m above the rail level
1.50 m above the rail level
1.23 m above the rail level

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

None of these
only (i)
both (i) and (ii)
only (ii)

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

perforated cover plates
tie plates
battening
lacing

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

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

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

yielding
compression buckling of web plate
shear buckling of web plate
All of these

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