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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
wind pressure
weight of tank
water pressure

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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)

164
162
163
161

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Design of Steel Structure
The risk coefficient k, depends on

None of these
mean probable design life of structures
both (a) and (b)
basic wind speed

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 1.5 mm
nominal diameter + 2.0 mm
gross diameter of bolt
nominal diameter of bolt

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.85 Awfy
0.55 Awfy
0.65 Awfy

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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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