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Design of Steel Structure

Design of Steel Structure
The number of seismic zones in which the country has been divided are

8
6
7
5

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

pa V
p a (1/V)
paV2
paV”2

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

linear
constant curvature for all moments
constant moment for all curvatures
parabolic

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
0.8 L
L
0.67 L

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

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

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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
2.5 d
1.5 d

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