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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0.5
1.0
between 0.5 and 1.0
0

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 12 t
lesser of 200 mm and 161
lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t

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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)

±0.2p
zero
±0.7p
± 0.5 p

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium condition only
mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium and mechanism conditions

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

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

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

stronger
weaker
equally strong
Any of these

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