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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear
shear and bending
bending

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
shear buckling of web plate
compression buckling of web plate
yielding

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 200 mm and 12 t
lesser of 300 mm and 32 t
lesser of 3 00 mm and 24 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

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

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

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
3t
4t
8t

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