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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
Area of openings for buildings of large permeability is more than

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

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is always greater than 1
is equal to 1
can be less than 1
is always less than 1

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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 12 t
lesser of 300 mm and 32 t
lesser of 3 00 mm and 24 t
lesser of 200 mm and 161

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
8 mm
4.5 mm
6 mm

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Design of Steel Structure
Shape factor is a property which depends

only on the geometry of the section
both on the yield stress and ultimate stress of material
only on the yield stress of the material
only on the ultimate stress of the material

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