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Design of Steel Structure

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

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

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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

16 mm
24 mm
20 mm
27 mm

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing

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

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

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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
The slenderness ratio of lacing bars should not exceed

100
120
180
145

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