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Design of Steel Structure

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

250
150
350
180

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

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

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

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

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

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
ordinary unfinished bolt
turned and fitted bolt
high strength bolt

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Strength of rivets in bearing
Shear in rivets
Tension in rivets

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