The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
D. Both (a) and (b)
100 cm
125 cm
150 cm
200 cm
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Placing
Wetting
Curing
Compacting
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
Soffit level
Window sill level
Floor level
All the above
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
24 to 48 hours
3 days
7 days
14 days
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Gypsum
Calcium chloride
Sodium silicate
All of the above
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
100 kg
110 kg
120 kg
130 kg
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
3 days
7 days
21 days
28 days
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
Elastic modulus of high tensile steel is nearly the same as that of mild steel
Elastic modulus of high tensile steel is more than that of mild steel
Carbon percentage in high carbon steel is less than that in mild steel
High tensile steel is cheaper than mild steel
0.43 d
0.55 d
0.68 d
0.85 d
30 minutes
40 minutes
60 minutes
90 minutes
Sand stone
Slate
Lime stone
Graphite
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
Water
Cement
Aggregate
None of these