Zero
Tensile
Compressive
Tensile or compressive
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Segregation
Compaction
Shrinkage
Bulking
Shear strength
Tensile strength
Compressive strength
None of these
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
30 %
40 %
50 %
60 %
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
3
4
5
7
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Course
Medium
Medium to fine
Fine
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
Economy
Durability
Workability
All the above
Front face only
Inner face only
Both front face and inner face
None of the above
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
30 %
40 %
50 %
60 %
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
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
5 %
10 %
15 %
20 %
2.75 mm
3.00 mm
3.75 mm
4.75 mm
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
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
20 %
25 %
30 %
35 %
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
20.5 mm
30.5 mm
40.5 mm
50.5 mm