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Design of Steel Structure

Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

10 m
20 m
40 m
30 m

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
200
150
190

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Design of Steel Structure
In the cross-section of a weld, throat is the

None of these
maximum dimension
average dimension
minimum dimension

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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
24 mm
27 mm
20 mm

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

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

4t
3t
8t
6t

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