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Design of Steel Structure

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
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
1.5 L
L
0.67 L

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

both (i) and (iii)
both (i) and (ii)
only (i)
all (i), (ii) and (iii)

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

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

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

None of these
more
equal
less

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
net area in both cases
net area and gross area
gross area and net area

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