Granite
Magnetite
Barite
Volcanic scoria
A. Granite
Porous
Non-homogeneous
Reduced strength
All the above
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
10 cm
15 cm
20 cm
25 cm
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
0.207 l
0.25 l
0.293 l
0.333 l
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
5 %
10 %
15 %
20 %
1.5
2.0
2.5
3.0
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
10 kg
12 kg
14 kg
16 kg
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
20 %
25 %
30 %
35 %
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
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Strength of concrete structure largely depends upon its workability
All the above
Chemically inert
Sufficiently strong
Hard and durable
All the above
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Balanced beam
Under-reinforced beam
Over-reinforced beam
None of the above
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Gypsum
Calcium chloride
Sodium silicate
All of the above
15 mm
20 mm
25 mm
50 mm
30 minutes
40 minutes
60 minutes
90 minutes
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
600 mm
750 mm
900 mm
More than 1 m
4.5
5.5
6.5
7.5
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam