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Design of Steel Structure

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

Angle section
Channel section
Any of these
Box type section

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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

160 mm
162 mm
161 mm
163 mm

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

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

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.65 Awfy
0.55 Awfy
0.75 Awfy
0.85 Awfy

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
180
200
190

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

battening
perforated cover plates
tie plates
lacing

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