5 days
7 days
10 days
14 days
B. 7 days
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
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
Bleeding
Creeping
Segregation
Shrinkage
100 m
200 m
300 m
400 m
Workability
Strength
The effects of temperature variations
The unit weight
At the middle of the wall
At the edge of the wall
Halfway between the middle and edge of the wall
At a distance equal to effective depth of footing from the edge of the wall
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
8 kg
10 kg
12 kg
14 kg
1.5
2.0
2.5
3.0
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
0.15
0.12
0.30
1.00
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
10 %
20 %
30 %
40 %
2 %
4 %
6 %
10 %
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
Space between the exterior walls of a warehouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Width and height of the pile should not exceed 3 m and 2.70 m respectively
None of these
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
3
4
5
7
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
10 kg
20 kg
30 kg
50 kg
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding