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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
180
150
250

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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

24 mm
27 mm
20 mm
16 mm

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

121
161
101
6t

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
None of these
basic wind speed
both (a) and (b)

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.01
2.34
2.33
1.0

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

maximum dimension
None of these
average dimension
minimum dimension

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