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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
0.8 L
1.5 L

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Design of Steel Structure
A butt weld is specified by

effective throat thickness
penetration thickness
size of weld
plate thickness

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
10% of wall area
30% of wall area
20% of wall area

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

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

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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
heaviest axle load of engine
bottom chord area

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

only (i)
only (iii)
(ii) and (iii)
(i) and (ii)

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