Segregation
Internal friction
Hardness
Bleeding
C. Hardness
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
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
3 days
7 days
21 days
28 days
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
1000°C
1200°C
1400°C
1600°C
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Dry
Earth moist
Semi-plastic
Plastic
15 mm
25 mm
30 mm
40 mm
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
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
Upper part of the beam
Lower part of the beam
Center
Anywhere
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Clay
Sand
Lime
Concrete
1/4
1/5
1/6
1/8
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
Course
Medium
Medium to fine
Fine
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
Screeding
Floating
Trowelling
Finishing
4.5
5.5
6.5
7.5
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above