Aggregates
Cement
Water
All the above
D. All the above
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
0.003
0.0003
0.00003
0.03
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Chemically inert
Sufficiently strong
Hard and durable
All the above
10 %
20 %
30 %
40 %
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
M 100
M 150
M 200
M 250
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Upper part of the beam
Lower part of the beam
Center
Anywhere
0.33
0.5
0.75
1.0
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
100 cm
125 cm
150 cm
200 cm
2 %
4 %
6 %
8 %
Thin particles
Flat particles
Elongated particles
All the above
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
30 minutes
40 minutes
60 minutes
90 minutes
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
When one thrusts one's hand into a bag of cement, one should feel warm
The colour of the cement is bluish
By rubbing cement in between fingers, one should feed rough
All the above
Fineness test
Consistency test
Setting time test
Soundness test
Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
Air-entraining agent
Foaming agent
Oily-agent
All the above