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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISHB
ISWB
ISMB

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

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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

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

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

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

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on net area
105.5 MPa on gross area
150.0 MPa on gross area
95.0 MPa on net area

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

more than d
less than d
Any of these
equal to d

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