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Design of Steel Structure

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

20%
15%
10%
5%

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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
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0
1.0
0.5
between 0.5 and 1.0

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

± 0.2
±0.5
0
± 0.7

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

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

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum weight
minimum depth
maximum weight
minimum thickness of web

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