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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

500 mm
1000 mm
600 mm
300 mm

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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter of bolt
gross diameter of bolt
nominal diameter + 1.5 mm
nominal diameter + 2.0 mm

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

only (iii)
only (i)
(ii) and (iii)
(i) and (ii)

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

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

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Design of Steel Structure
The risk coefficient k, depends on

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

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