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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)

± 0.5 p
±0.2p
zero
±0.7p

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

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

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
Unpredictable
Less than the load factor in determinate structures
More than the load factor in determinate structures

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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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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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
1.5 L
0.8 L
L

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