Capacity of column is decreased
Ductility of column reduces
Capacity of column is decreased but ductility of column increases
Both the capacity of column and ductility of column increase
D. Both the capacity of column and ductility of column increase
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
M 15
M 20
M 10
M 25
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
30 %
40 %
50 %
60 %
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Dry
Earth moist
Semi-plastic
Plastic
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
25 %
40 %
60 %
80 %
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
10 %
12 %
15 %
25 %
0.33
0.5
0.75
1.0
Grading
Curing
Mixing
Batching
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
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
The least lateral dimension of the member
Sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
Forty-eight times the diameter of transverse reinforcement
Lesser of the above three values
Placing
Wetting
Curing
Compacting
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
600 mm
750 mm
900 mm
More than 1 m
The quality of water governs the strength of concrete
10% excess of water reduces the strength of concrete by 15%
30% excess of water reduces the strength of concrete by 50%
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
Expands
Mix
Shrinks
None of these