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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)

zero
±0.7p
± 0.5 p
±0.2p

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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

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

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Strength of rivets in bearing
Tension in rivets
Shear in rivets

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

161
121
6t
101

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter of bolt
nominal diameter + 2.0 mm
gross diameter of bolt
nominal diameter + 1.5 mm

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
None of these
Horizontal shear only
C. Both (A) and (B)

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