0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
B. 0.537 d
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
Decreases workability
Increases strength
Increases heat of hydration
None of these
Gypsum
Calcium chloride
Sodium silicate
All of the above
30 minutes
40 minutes
60 minutes
90 minutes
M 100
M 200
M 300
M 500
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Setting time
Tensile strength
Consistency
All the above
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
0.367 xu
0.416 xu
0.446 xu
0.573 xu
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
1.5
2.0
2.5
3.0
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
40 mm
50 mm
60 mm
70 mm
23°C
0°
- 5.6°C
- 11.7°C
Fly ash
Hydrated lime
Calcium chloride
All the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
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
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
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
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
1.5
2.0
2.5
3.0