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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISWB
ISMB
ISHB

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

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

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

190
200
150
180

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
164
163
162

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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)

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

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1650 litre
2450 litre
1950 litre
1000 litre

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