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Design of Steel Structure

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
±0.2p
zero
±0.7p

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

7
6
5
8

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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
0.67 L
L
1.5 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)
all (i), (ii) and (iii)
only (i)
both (i) and (ii)

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Four times the weld size
Weld size
Six times the weld size

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

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