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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

50%
40%
60%
30%

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
50 t
250 t
85 t

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

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

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Weld size
Four times the weld size
Two times the weld size

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

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

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISLB
ISHB
ISMB

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