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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
162 mm
160 mm

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Axial force in rafter
Bending moment in rafter
Deflection of rafter

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

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

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

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

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

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

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Design of Steel Structure
The bracing provided in the plane of end posts is called

sway bracing
top lateral bracing
portal bracing
bottom lateral bracing

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