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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

0.8 L
0.67 L
L
1.5 L

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

9 mm
7 mm
8 mm
6 mm

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
heaviest axle load of engine
bottom chord area
effective span of bridge

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it cannot carry the load safely
All of these
it is difficult to connect beams to the round sections
it is uneconomical

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.3 L
1.1 L
1.8 L

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