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Design of Steel Structure

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

L
0.67 L
0.8 L
1.5 L

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always less than 1
is equal to 1
is always greater than 1

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Design of Steel Structure
Bolts are most suitable to carry

shear
axial tension
shear and bending
bending

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.01
2.33
2.34
1.0

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

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

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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
±0.2p
zero
±0.7p

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