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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
perforated cover plates
lacing

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

None of these
both (i) and (ii)
only (ii)
only (i)

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

More than the load factor in determinate structures
Equal to load factor in determinate structures
Less than the load factor in determinate structures
Unpredictable

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.88 D
0.68 D
0.78 D
0.5 D

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

2.5 mm
1.0 mm
2.0 mm
1.5 mm

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Design of Steel Structure
Lug angles

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

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