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Design of Steel Structure

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

paV”2
pa V
p a (1/V)
paV2

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.65 kN/m2
1.50 kN/m2
0.75 kN/m2

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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
100
10

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium condition only
equilibrium and mechanism conditions
equilibrium and plastic moment conditions
mechanism and plastic moment conditions

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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:

8 mm
4.5 mm
6 mm
10 mm

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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)

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

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