0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
B. 0.40 d
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
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
5 days
7 days
10 days
14 days
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
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Density
Strength
Durability
All the above
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
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
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
10 %
12 %
15 %
25 %
Crushing strength
Impact value
Abrasion resistance
Water absorption
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
1/4
1/5
1/6
1/8
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
Alumina
Iron oxide
Silica
Alkalis
Dry
Earth moist
Semi-plastic
Plastic
1.5
2.0
2.5
3.0
l/3
l/5
l/7
l/10
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Fineness test
Consistency test
Setting time test
Soundness test
Magnesium oxide
Iron oxide
Alumina
Lime
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Zero
Tensile
Compressive
Tensile or compressive
Decreases workability
Increases strength
Increases heat of hydration
None of these