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Design of Steel Structure

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

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

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISHB
ISMB
ISLB

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
heaviest axle load of engine
bottom chord area
effective span of bridge

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

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

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Deflection of rafter
Shear force in rafter
Axial force in rafter

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

battening
perforated cover plates
tie plates
lacing

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