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Design of Steel Structure

Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Load
Slope
Moment

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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
Angle section
Channel section
Box type section

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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)
Vertical load only
Horizontal shear only
None of these

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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
162
164

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
160 mm
162 mm

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

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