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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

both (i) and (ii)
None of these
only (ii)
only (i)

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
providing suitable stiffeners
None of these
increasing the web thickness

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

150
180
200
190

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always greater than 1
is always less than 1
is equal to 1

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

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

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

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

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