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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
1.0
2.33
2.01

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Design of Steel Structure
Steel tanks are mainly designed for

weight of tank
earthquake forces
wind pressure
water pressure

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Design of Steel Structure
Lug angles

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

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

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

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it cannot carry the load safely
it is uneconomical
All of these
it is difficult to connect beams to the round sections

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
2.0 d
1.5 d
2.5 d

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