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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

tie plates
battening
lacing
perforated cover plates

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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)

85 t
200 t
250 t
50 t

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Design of Steel Structure
The heaviest I-section for same depth is

ISHB
ISMB
ISLB
ISWB

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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

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

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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
162 mm
161 mm
160 mm

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
butt joint with single cover plate
lap joint
butt joint with double cover plates

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