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Design of Steel Structure

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

battening
perforated cover plates
lacing
tie plates

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

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

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

V2 : 1
1 : V2
2: 1
1:1

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only shear stresses
only tensile stresses
both (a) and (b)
None of these

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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)

0.55 Awfy
0.65 Awfy
0.75 Awfy
0.85 Awfy

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

Channel section
Any of these
Box type section
Angle section

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