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Design of Steel Structure

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

600 mm
1000 mm
300 mm
500 mm

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

both (i) and (ii)
only (ii)
only (i)
None of these

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Transfer load from top of end posts to bearings
Prevent the sides-way buckling of top chord
Keep the rectangular shape of the bridge cross-section
Stiffen the structure laterally

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

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
None of these
mean probable design life of structures
both (a) and (b)

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

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

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