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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

150
350
250
180

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
Any of these
more than d
equal to d

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
160 mm
162 mm

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

maximum dimension
average dimension
minimum dimension
None of these

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
810 mm
650 mm
1250 mm

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
both (a) and (b)
only shear stresses
only tensile stresses

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