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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.5 mm
1.0 mm
2.5 mm

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

tie plates
battening
perforated cover plates
lacing

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

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

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.67
1.81
1.414
1.18

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

equal
more
None of these
less

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

only (iii)
(i) and (ii)
(ii) and (iii)
only (i)

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