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Design of Steel Structure

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

100
10
zero
infinity

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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
L
1.5 L
0.8 L

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
163
161

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
20 mm
27 mm
24 mm

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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

1000 mm
600 mm
500 mm
300 mm

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Bending moment due to 2.5% of the column load
2.5% of the column load
Shear force due to 2.5% of the column load
Both (A) and (B)

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