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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

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

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
1.5 L
0.8 L
L

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
1000 mm
500 mm
600 mm

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

equal to d
less than d
Any of these
more than d

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Design of Steel Structure
The heaviest I-section for same depth is

ISHB
ISLB
ISMB
ISWB

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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

1.0 mm
1.5 mm
2.0 mm
2.5 mm

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