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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

weight of tank
earthquake forces
water pressure
wind pressure

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.7
±0.5
± 0.2

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Unpredictable
More than the load factor in determinate structures
Equal to load factor in determinate structures

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Bending moment due to 2.5% of the column load
Shear force due to 2.5% of the column load
2.5% of the column load
Both (A) and (B)

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Design of Steel Structure
Load factor is

always greater than factor of safety
sometimes greater than factor of safety
always equal to factor of safety
always less than factor of safety

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

(i), (ii) and (iii)
both (i) and (iii)
only (i)
both (i) and (ii)

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