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Design of Steel Structure

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

0.67 L
L
1.5 L
0.8 L

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

1.0
2.01
2.34
2.33

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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)

Any of these
equal to d
more than d
less 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
Deflection of rafter
Shear force in rafter
Bending moment in rafter

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads
longitudinal loads and vertical loads

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

8 mm
7 mm
6 mm
9 mm

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