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Design of Steel Structure

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

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

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Any of these
Box type section
Angle section
Channel section

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

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

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
constant curvature for all moments
linear
parabolic

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium condition only
equilibrium and plastic moment conditions
mechanism and plastic moment conditions
equilibrium and mechanism conditions

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Both (A) and (B)
2.5% of the column load
Bending moment due to 2.5% of the column load

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