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1
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively
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Answer: Option B
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2
Critical section for shear in case of flat slabs is (adopting standard notations)
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Answer: Option B
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3
If the depth of neutral axis for a singly reinforced rectangular section is represented by kd in working stress design, then the value of k for balanced section
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Answer: Option A
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4
The diameter of ties in a column should be
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Answer: Option D
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5
Bulking of sand is maximum if moisture content is about
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Answer: Option B
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6
If a beam fails in bond, then its bond strength can be increased most economically by
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Answer: Option B
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7
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be
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Answer: Option D
Solution:
Workability of concrete refers to how easily fresh concrete can be mixed, placed, compacted, and finished.

Compacting factor is one of the measures used to assess the workability of concrete, especially in laboratory tests.

For heavily reinforced sections, concrete must be able to flow easily and fill the formwork and spaces around the reinforcement without leaving voids.

When vibration is not used, the concrete must be highly workable to achieve adequate compaction under its own weight.

A compacting factor of above 0.92 indicates high workability, which is suitable for such conditions.

Therefore, for concreting heavily reinforced sections without vibration, the compacting factor should be above 0.92.
8
Ultimate strength of cold drawn high steel wires
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Answer: Option B
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9
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by
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Answer: Option D
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10
The percentage of voids in cement is approximately
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Answer: Option B
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