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Design of Steel Structure

Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.7
±0.5
± 0.2

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/4to2L/5
2L/5 to 3L/5 where L is span
L/3 to L/5
L/3 to L/2

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Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
Any of these
stronger
weaker

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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

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

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.33
2.01
2.34
1.0

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
6 zones
3 zones
4 zones

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