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Design of Steel Structure

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

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

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Design of Steel Structure
The risk coefficient k, depends on

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

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

5
6
8
7

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
1.50 kN/m2
0.75 kN/m2
0.65 kN/m2

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
gross area in both cases
net area in both cases
gross area and net area

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
100
zero
10

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