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Design of Steel Structure

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)

85 t
250 t
200 t
50 t

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

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

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
not prohibited
prohibited
permitted between two parts of the lacing

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Design of Steel Structure
Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is

both (i) and (iii)
only (i)
both (i) and (ii)
all (i), (ii) and (iii)

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

30%
50%
40%
60%

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
1 : V2
V2 : 1
2: 1

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