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Design of Steel Structure

Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.3 L
1.8 L
1.1 L
1.5 L

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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

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

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

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

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

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
27 mm
24 mm
16 mm

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

lacing
perforated cover plates
tie plates
battening

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