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Design of Steel Structure

Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.3 L
1.5 L
1.1 L

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

minimum weight
maximum weight
minimum depth
minimum thickness of web

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

164
163
161
162

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

50%
40%
30%
60%

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

1.5 d
3.0 d
2.0 d
2.5 d

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

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

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