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Design of Steel Structure

Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
9 mm
7 mm
6 mm

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
±0.7p
zero
±0.2p

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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

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

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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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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
150
250
180

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

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

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