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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
1.5 d
2.0 d
2.5 d

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
increased by 25 %
reduced by 33.3%
reduced by 25 %

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Both (A) and (B)
2.5% of the column load
Bending moment due to 2.5% of the column load

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

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

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Design of Steel Structure
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is

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

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.23 m above the rail level
1.83 m above the rail level
1.50 m above the rail level
2.13 m above the rail level

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