100 m
200 m
300 m
400 m
D. 400 m
Dry
Earth moist
Semi-plastic
Plastic
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
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
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
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
Very low
Low
Medium
High
Nala beds
River beds
Sea beds
None of these
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
7.30
7.35
7.40
7.45
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Dams
Massive foundations
R.C.C. structures
All the above
4.5
5.5
6.5
7.5
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
10 %
12.5 %
15 %
18.5 %
wR / 4d
wR/2d
wR/d
2wR/d Where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
M 100
M 150
M 200
M 250
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Grading
Curing
Mixing
Batching
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement