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Design of Steel Structure

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

minimum depth
minimum thickness of web
minimum weight
maximum weight

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
gross area and net area
net area in both cases
net area and gross area

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
40%
50%
60%

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Design of Steel Structure
Load factor is

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

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Strength of rivets in bearing
Compression in rivets
Tension in rivets
Shear in rivets

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

lacing
perforated cover plates
battening
tie plates

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