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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

zero
infinity
100
10

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.5 L
1.1 L
1.3 L

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

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

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

40%
30%
50%
60%

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
200 t
50 t
85 t

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1 : V2
1:1
V2 : 1

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