Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
D. All the above
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
Soffit level
Window sill level
Floor level
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Volume stability
Strength
Water resistance
All the above
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Upper part of the beam
Lower part of the beam
Center
Anywhere
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
Bleeding
Creeping
Segregation
Flooding
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
Very low
Low
Medium
High
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
600 mm
750 mm
900 mm
More than 1 m
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
Capacity of column is decreased
Ductility of column reduces
Capacity of column is decreased but ductility of column increases
Both the capacity of column and ductility of column increase
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
20 %
25 %
30 %
35 %
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above