More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
D. More than 5 mm and also more than one-fourth of diameter of main bar
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Less than 12
Less than 18
Between 18 and 24
More than 24
Magnesium oxide
Iron oxide
Silica
Lime
Consistency
Compressive strength
Tensile strength
Impact value
Granite
Magnetite
Barite
Volcanic scoria
Very fine sand
Fine sand
Medium sand
Coarse sand
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
10 kg
12 kg
14 kg
16 kg
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Water
Cement
Aggregate
None of these
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
2000 bags
2200 bags
2400 bags
2700 bags
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Compressive stress
Shear stress
Bond stress
Tensile stress
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
20 %
25 %
30 %
35 %
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
Alumina
Iron oxide
Silica
Alkalis
Less
More
Equal
None of the above
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above