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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
Diameter of a bolt hole is usually taken as

gross diameter of bolt
nominal diameter + 1.5 mm
nominal diameter of bolt
nominal diameter + 2.0 mm

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
C. Both (A) and (B)
None of these
Horizontal shear only

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Design of Steel Structure
Lug angles

All listed here
are unequal angles.
are used to reduce the length of connection.
increases shear lag.

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

equilibrium condition
plastic moment condition
yield condition
mechanism condition

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

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

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