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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

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

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

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

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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
Deflection of rafter
Bending moment in rafter
Axial force in rafter

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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

30 m
10 m
20 m
40 m

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

161
6t
121
101

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

top lateral bracing
bottom lateral bracing
sway bracing
portal bracing

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