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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)

±0.2p
± 0.5 p
zero
±0.7p

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the rivet
shear failure of the plate
crushing failure of the rivet
tension failure of the plate

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

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

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
163 mm
162 mm
160 mm

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
None of these
both (a) and (b)

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
40 m
10 m
20 m

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