Q.1
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be
Q.2
Ultimate strength of cold drawn high steel wires
Q.3
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by
Q.4
The diameter of ties in a column should be
Q.5
Bulking of sand is maximum if moisture content is about
Q.6
The percentage of voids in cement is approximately
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