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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

perforated cover plates
battening
tie plates
lacing

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.8
1.4
2
1

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Two times the weld size
Weld size
Four times the weld size

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.1 L
1.5 L
1.3 L

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the web thickness
providing suitable stiffeners
increasing the length of the bearing plates
None of these

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