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

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

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

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.65 Awfy
0.75 Awfy
0.55 Awfy

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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

500 mm
1000 mm
300 mm
600 mm

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.01
1.0
2.34
2.33

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is always less than 1
can be less than 1
is always greater than 1
is equal to 1

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