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Design of Steel Structure

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

650 mm
810 mm
1250 mm
1680 mm

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Design of Steel Structure
The risk coefficient k, depends on

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

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

190
200
180
150

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Design of Steel Structure
The bracing provided in the plane of end posts is called

sway bracing
portal bracing
top lateral bracing
bottom lateral bracing

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
10 mm
6 mm
8 mm

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

None of these
average dimension
maximum dimension
minimum dimension

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