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Design of Steel Structure

Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/2
2d/3
d/4
d/3

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

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

0.68 D
0.78 D
0.88 D
0.5 D

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Design of Steel Structure
Bearing stiffeners are provided at
i) the supports
ii) the mid span
iii) the point of application of concentrated loads
The correct answer is

only (i)
both (i) and (iii)
both (i) and (ii)
(i), (ii) and (iii)

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
C. Both (A) and (B)
None of these
Vertical load only

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
8t
3t
4t

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