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Design of Steel Structure

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)

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

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Shear force in rafter
Bending moment in rafter
Deflection of rafter

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1250 mm
650 mm
810 mm
1680 mm

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
60%
50%
40%

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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

L
0.67 L
0.8 L
1.5 L

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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