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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)

200 t
85 t
250 t
50 t

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

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.75 kN/m2
0.65 kN/m2
1.50 kN/m2

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

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

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
160 mm
163 mm
162 mm

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