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Design of Steel Structure

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

ISWB
ISHB
ISMB
ISLB

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

2.13 m above the rail level
1.83 m above the rail level
1.50 m above the rail level
1.23 m above the rail level

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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

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

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

only (ii)
only (i)
None of these
both (i) and (ii)

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

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

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