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Design of Steel Structure

Design of Steel Structure
In the virtual work method, the virtual quantity is

Moment
Load
Slope
Displacement

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Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear
shear and bending
bending

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

3t
4t
6t
8t

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

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

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
turned and fitted bolt
ordinary unfinished bolt
high strength bolt

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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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