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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/5
L/3 to L/2
L/4to2L/5
2L/5 to 3L/5 where L is span

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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)

less than d
equal to d
more than d
Any of these

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

paV2
p a (1/V)
pa V
paV”2

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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
In the virtual work method, the virtual quantity is

Moment
Slope
Load
Displacement

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

6
7
5
8

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