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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

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

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
turned and fitted bolt
ordinary unfinished bolt
black bolt

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
more than d
less than d
equal to d

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

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

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Design of Steel Structure
Lug angles

All listed here
are unequal angles.
are used to reduce the length of connection.
increases shear lag.

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
3 zones
4 zones
6 zones

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