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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

degree of permeability of roof
both (a) and (b)
None of these
slope of roof

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

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

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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
±0.2p
zero

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

parabolic
linear
constant moment for all curvatures
constant curvature for all moments

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

Strength of rivets in bearing
Tension in rivets
Compression 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
101
6t

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