Size and shape of aggregates
Specific gravity of aggregates
Grading of aggregates
Size and shape of the container
D. Size and shape of the container
Minimum cross sectional area of longitudinal reinforcement in a column is 0.8%
Spacing of longitudinal bars measured along the periphery of column should not exceed 300 mm
Reinforcing bars in a column should not be less than 12 mm in diameter
The number of longitudinal bars provided in a circular column should not be less than four
Clay
Sand
Gravel
None of these
2 %
4 %
6 %
10 %
0.367 xu
0.416 xu
0.446 xu
0.573 xu
3 days
7 days
21 days
28 days
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
10 %
12.5 %
15 %
18.5 %
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
Screeding
Floating
Trowelling
Finishing
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Segregation
Bleeding
Bulking
Creep
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Fly ash
Hydrated lime
Calcium chloride
All the above
Dry
Earth moist
Semi-plastic
Plastic
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
600 mm
750 mm
900 mm
More than 1 m
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Bleeding
Creeping
Segregation
Shrinkage
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
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
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground