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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
50% of wall area
20% of wall area
10% of wall area

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing, shear and bending
bearing and bending
bending and shear
bearing and shear

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
600 mm
300 mm
500 mm

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
effective span of bridge
heaviest axle load of engine
bottom chord area

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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 (iii)
both (i) and (ii)

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

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

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