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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
20% of wall area
30% of wall area
10% of wall area

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Design of Steel Structure
The risk coefficient k, depends on

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

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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

40 m
10 m
20 m
30 m

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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
8 mm
10 mm
6 mm

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

crushing failure of the rivet
shear failure of the rivet
shear failure of the plate
tension failure of the plate

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
5
2
4

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