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Design of Steel Structure

Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
1680 mm
1250 mm
810 mm

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

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Design of Steel Structure
Lug angles

are unequal angles.
are used to reduce the length of connection.
All listed here
increases shear lag.

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.8 L
1.3 L
1.1 L

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
200
150
190

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

90°
40° to 70°
10° to 30°
30° to 40°

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