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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

L
1.5 L
0.67 L
0.8 L

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

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

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

5
4
3
2

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

linear
constant curvature for all moments
constant moment for all curvatures
parabolic

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
vertical intermediate stiffener
bearing stiffener
horizontal stiffener at neutral axis

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Design of Steel Structure
Gantry girders are designed to resist

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

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