Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
20.5 mm
30.5 mm
40.5 mm
50.5 mm
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
Very fine sand
Fine sand
Medium sand
Coarse sand
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
Rounded
Elongated
Angular
All of the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
15,900 litres
16,900 litres
17,900 litres
18,900 litres
8 kg
10 kg
12 kg
14 kg
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
4.5
5.5
6.5
7.5
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
Very low
Low
Medium
High
Shales
Fly ash
Pumicite
All the above
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Setting time
Tensile strength
Consistency
All the above
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
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
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
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