At the middle of the wall
At the edge of the wall
Halfway between the middle and edge of the wall
At a distance equal to effective depth of footing from the edge of the wall
C. Halfway between the middle and edge of the wall
100 m
200 m
300 m
400 m
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
0.367 xu
0.416 xu
0.446 xu
0.573 xu
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Segregation
Bleeding
Bulking
Creep
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Rounded
Elongated
Angular
All of the above
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Lime stone
Chalk
Laterite
None of these
The loss of pre-stress is more in pre-tensioning system than in posttensioning system.
Pre-tensioning system has greater certainty about its durability.
For heavy loads and large spans in buildings or bridges, posttensioning system is cheaper than pre-tensioning system
None of the above
Screeding
Floating
Trowelling
Finishing
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
0.43 d
0.55 d
0.68 d
0.85 d
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
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
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
6 mm
8 mm
12 mm
16 mm
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
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Less than 12
Less than 18
Between 18 and 24
More than 24
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Strength of concrete structure largely depends upon its workability
All the above
7 kg
14 kg
21 kg
35 kg