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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

lacing
battening
tie plates
perforated cover plates

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Design of Steel Structure
The statical method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium condition only
equilibrium and mechanism conditions

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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
Bolts are most suitable to carry

shear and bending
bending
axial tension
shear

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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)

6t
8t
4t
3t

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

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

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