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Design of Steel Structure

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

500 mm
600 mm
1000 mm
300 mm

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

8
5
7
6

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
810 mm
1250 mm
1680 mm

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

50%
30%
40%
60%

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
zero
10
infinity

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

ISMB
ISLB
ISHB
ISWB

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