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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
20% of wall area
30% of wall area
10% of wall area

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

6t
101
121
161

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

tie plates
perforated cover plates
lacing
battening

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
27 mm
24 mm
16 mm

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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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

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

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