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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.75 d
1.25 d
1.5 d

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

ISLB
ISWB
ISMB
ISHB

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

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

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Design of Steel Structure
The effective length of a battened column is increased by

10%
20%
5%
15%

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
reduced by 25 %
reduced by 33.3%
increased by 33.3 %

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

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