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Design of Steel Structure

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

40%
50%
60%
30%

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
50 t
200 t
85 t

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the ultimate stress of the material
only on the yield stress of the material
only on the geometry of the section

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t
lesser of 200 mm and 12 t

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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)

161
163
164
162

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Any of these
Channel section
Angle section
Box type section

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