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Design of Steel Structure

Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
1250 mm
810 mm

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

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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

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

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
250
350
180

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

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

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

equal
None of these
more
less

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