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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

both (a) and (b)
degree of permeability of roof
None of these
slope of roof

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

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

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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

20 m
30 m
10 m
40 m

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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)

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

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
35°
26/2°
30°

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Design of Steel Structure
The effective length of a battened column is increased by

15%
20%
5%
10%

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