Density
Strength
Durability
All the above
D. All the above
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Magnesium oxide
Iron oxide
Alumina
Lime
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
1000°C
1200°C
1400°C
1600°C
100 cm
125 cm
150 cm
200 cm
Clay
Sand
Gravel
None of these
Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
M 100
M 150
M 250
M 400
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Workability of concrete
Strength of concrete
Durability of concrete
All the above
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged
Consistency
Compressive strength
Tensile strength
Impact value
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Rounded spherical
Irregular
Flaky
None of these
10 mm
15 mm
25 mm
13 mm
Fineness test
Consistency test
Setting time test
Soundness test
Internal vibrator
Screed vibrator
Form vibrator
None of these
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Alumina
Iron oxide
Silica
Alkalis
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
Colorcrete
Silvicrete
Snowcem
All the above
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
100 mm
150 mm
200 mm
250 mm
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
8 kg
10 kg
12 kg
14 kg
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
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above