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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
earthquake forces
weight of tank
water pressure

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

6 mm
10 mm
8 mm
4.5 mm

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
infinity
10
100

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

180
190
200
150

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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
less than d
Any of these

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
150
350
180

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