(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
A. (i) and (iii)
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
Upper part of the beam
Lower part of the beam
Center
Anywhere
0.15
0.12
0.30
1.00
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Lime stone
Chalk
Laterite
None of these
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Construction joints are necessarily planned for their locations
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above
5 %
10 %
15 %
20 %
M 100
M 150
M 250
M 400
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Bleeding
Creeping
Segregation
Shrinkage
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
20 %
25 %
30 %
35 %
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
0.33
0.5
0.75
1.0
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
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
40 mm
50 mm
60 mm
70 mm
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
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
20 mm particles
10 mm particles
4.75 mm particles
All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Less
More
Equal
None of the above
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
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