Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All the above
D. All the above
10 %
12 %
15 %
25 %
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
100 cm
125 cm
150 cm
200 cm
50 mm
75 mm
100 mm
120 mm
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
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
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged
Grading
Curing
Mixing
Batching
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Crushing strength
Impact value
Abrasion resistance
Water absorption
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Dry
Earth moist
Semi-plastic
Plastic
Size and shape of aggregates
Specific gravity of aggregates
Grading of aggregates
Size and shape of the container
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
Rounded spherical
Irregular
Flaky
None of these
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Gypsum
Calcium chloride
Sodium silicate
All of the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
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
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line