Sand stone
Slate
Lime stone
Graphite
C. Lime stone
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
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
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
M 15
M 20
M 10
M 25
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
Granite
Magnetite
Barite
Volcanic scoria
24 to 48 hours
3 days
7 days
14 days
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
Sand stone
Slate
Lime stone
Graphite
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
Increases
Decreases
Fluctuates
Remains constant
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
L-shaped wall
T-shaped wall
Counterfort type
All of the above
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
Shape
Grading
Compaction
All the above
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
Magnesium oxide
Iron oxide
Silica
Lime
100 cm
125 cm
150 cm
200 cm
Setting time
Tensile strength
Consistency
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
25 %
40 %
60 %
80 %
2.75 mm
3.00 mm
3.75 mm
4.75 mm