According to Whitney's theory, ultimate strain of concrete is assumed to be

Question

According to Whitney's theory, ultimate strain of concrete is assumed to be

A. 0.03 %

B. 0.1 %

C. 0.3 %

D. 3 %

Correct Answer :

C. 0.3 %

Share this question with your friends

Show all Concrete Technology and Design MCQ

Comment

Ultimate strength of cold drawn high steel wires

Discuss this answer

To prevent segregation, the maximum height for placing concrete, is

A. 100 cm

B. 125 cm

C. 150 cm

D. 200 cm

Discuss this answer

The design yield stress of steel according to IS: 4561978 is: (Where f_y is the characteristic yield strength of steel)

Discuss this answer

Vicat apparatus is used for

Discuss this answer

The ratio of the diameter of reinforcing bars and the slab thickness is

A. 1/4

B. 1/5

C. 1/6

D. 1/8

Discuss this answer

According to IS: 4561978, the maximum reinforcement in a column is

A. 2 %

B. 4 %

C. 6 %

D. 8 %

Discuss this answer

For compacting plain concrete road surface of thickness less than 20 cm, we use

Discuss this answer

The bulk density of aggregates, depends upon

A. Shape

Discuss this answer

Slump test of concrete is a measure of its

Discuss this answer

If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than

Discuss this answer

The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (Where x_u is the depth of neutral axis at the limit state of collapse)

Discuss this answer

Permissible compressive strength of M 150 concrete grade is

Discuss this answer

Permissible compressive strength of M 200 concrete grade is

Discuss this answer

The maximum percentage of chemical ingredient of cement is that of

C. Silica

D. Lime

Discuss this answer

For given workability the grading requiring the least amount of water is one that gives

Discuss this answer

On a grading curve, the gap grading is represented by

Discuss this answer

To determine the modulus of rupture, the size of test specimen used is

Discuss this answer

The factor which affects workability, is

Discuss this answer

Strength of concrete increases with

Discuss this answer

M 150 grade of concrete approximates

Discuss this answer

For a good concrete

Discuss this answer

The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is

Discuss this answer

An ideal ware house, is provided

Discuss this answer

The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than

Discuss this answer

The percentage of voids in cement is approximately

A. 25 %

B. 40 %

C. 60 %

D. 80 %

Discuss this answer

Sand requiring a high water cement ratio, belongs to

A. Zone I

Discuss this answer

The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds

Discuss this answer

A flaky aggregate is said to be elongated if its length is

Discuss this answer

In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

A. 10 %

B. 20 %

C. 30 %

D. 40 %

Discuss this answer

For a continuous slab of 3 m × 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

A. 50 mm

B. 75 mm

C. 100 mm

D. 120 mm

Discuss this answer

Answer 1

A. Increases with increase in diameter of bar

Answer 2

B. Decreases with increase in diameter of bar

Answer 3

C. Does not depend on diameter of bar

Answer 4

D. None of the above

Answer 5

A. 0.37 f_y

Answer 6

B. 0.57 f_y

Answer 7

C. 0.67 f_y

Answer 8

D. 0.87 f_y

Answer 9

A. Fineness test

Answer 10

B. Consistency test

Answer 11

C. Test for setting time

Answer 12

D. Test for tensile strength

Answer 13

A. Internal vibrator

Answer 14

B. Screed vibrator

Answer 15

C. Form vibrator

Answer 16

D. None of these

Answer 17

B. Grading

Answer 18

C. Compaction

Answer 19

D. All the above

Answer 20

A. Consistency

Answer 21

B. Compressive strength

Answer 22

C. Tensile strength

Answer 23

D. Impact value

Answer 24

A. 20.5 mm

Answer 25

B. 30.5 mm

Answer 26

C. 40.5 mm

Answer 27

D. 50.5 mm

Answer 28

A. 0.367 x_u

Answer 29

B. 0.416 x_u

Answer 30

C. 0.446 x_u

Answer 31

D. 0.573 x_u

Answer 32

A. 100 kg/cm2

Answer 33

B. 150 kg/cm2

Answer 34

C. 200 kg/cm2

Answer 35

D. 250 kg/cm2

Answer 36

A. 100 kg/cm²

Answer 37

B. 150 kg/cm²

Answer 38

C. 200 kg/cm²

Answer 39

D. 250 kg/cm²

Answer 40

A. Magnesium oxide

Answer 41

B. Iron oxide

Answer 42

A. Greatest surface area for the given cement and aggregates

Answer 43

B. Least surface area for the given cement and aggregates

Answer 44

C. Least weight for the given cement and aggregates

Answer 45

D. Greatest weight for the given cement and aggregates

Answer 46

A. A horizontal line

Answer 47

B. A vertical line

Answer 48

C. N.W. inclined line

Answer 49

D. N.E. inclined line

Answer 50

A. 150 × 150 × 500 mm

Answer 51

B. 100 × 100 × 700 mm

Answer 52

C. 150 × 150 × 700 mm

Answer 53

D. 100 × 100 × 500 mm

Answer 54

A. Water content and its temperature

Answer 55

B. Shape and size of the aggregates

Answer 56

C. Air entraining agents

Answer 57

D. All the above

Answer 58

A. Increase in water-cement ratio

Answer 59

B. Increase in fineness of cement

Answer 60

C. Decrease in curing time

Answer 61

D. Decrease in size of aggregate

Answer 62

A. 1 : 3 : 6 mix

Answer 63

B. 1 : 1 :2 mix

Answer 64

C. 1 : 2 : 4 mix

Answer 65

D. 1 : 1.5 : 3 mix

Answer 66

A. Aggregates should be hard and durable

Answer 67

B. Water should be free from organic materials

Answer 68

C. Cement should be sufficient to produce the required strength

Answer 69

D. All the above

Answer 70

A. Rounded aggregate

Answer 71

B. Irregular aggregate

Answer 72

C. Angular aggregate

Answer 73

D. Flaky aggregate

Answer 74

A. Water proof masonry walls

Answer 75

B. Water proof roof

Answer 76

C. Few windows which remain generally closed

Answer 77

D. All the above

Answer 78

A. 30 minutes

Answer 79

B. 40 minutes

Answer 80

C. 60 minutes

Answer 81

D. 90 minutes

Answer 82

B. Zone II

Answer 83

C. Zone III

Answer 84

D. Zone IV

Answer 85

A. 5 kg/cm²

Answer 86

B. 8 kg/cm²

Answer 87

C. 10 kg/cm²

Answer 88

D. 15 kg/cm²

Answer 89

A. Equal to the mean size

Answer 90

B. Twice the mean size

Answer 91

C. Thrice the mean size

Answer 92

D. Four times the mean size

According to Whitney's theory, ultimate strain of concrete is assumed to be

Correct Answer :

Show all Concrete Technology and Design MCQ

Related Questions

Ultimate strength of cold drawn high steel wires

To prevent segregation, the maximum height for placing concrete, is

The design yield stress of steel according to IS: 4561978 is: (Where f_y is the characteristic yield strength of steel)

Vicat apparatus is used for

The ratio of the diameter of reinforcing bars and the slab thickness is

According to IS: 4561978, the maximum reinforcement in a column is

For compacting plain concrete road surface of thickness less than 20 cm, we use

The bulk density of aggregates, depends upon

Slump test of concrete is a measure of its

If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than

The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (Where x_u is the depth of neutral axis at the limit state of collapse)

Permissible compressive strength of M 150 concrete grade is

Permissible compressive strength of M 200 concrete grade is

The maximum percentage of chemical ingredient of cement is that of

For given workability the grading requiring the least amount of water is one that gives

On a grading curve, the gap grading is represented by

To determine the modulus of rupture, the size of test specimen used is

The factor which affects workability, is

Strength of concrete increases with

M 150 grade of concrete approximates

For a good concrete

The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is

An ideal ware house, is provided

The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than

The percentage of voids in cement is approximately

Sand requiring a high water cement ratio, belongs to

The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds

A flaky aggregate is said to be elongated if its length is

In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

For a continuous slab of 3 m × 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

Also checkout

According to Whitney's theory, ultimate strain of concrete is assumed to be

Correct Answer :

Show all Concrete Technology and Design MCQ

Related Questions

Ultimate strength of cold drawn high steel wires

To prevent segregation, the maximum height for placing concrete, is

The design yield stress of steel according to IS: 4561978 is: (Where fy is the characteristic yield strength of steel)

Vicat apparatus is used for

The ratio of the diameter of reinforcing bars and the slab thickness is

According to IS: 4561978, the maximum reinforcement in a column is

For compacting plain concrete road surface of thickness less than 20 cm, we use

The bulk density of aggregates, depends upon

Slump test of concrete is a measure of its

If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than

The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (Where xu is the depth of neutral axis at the limit state of collapse)

Permissible compressive strength of M 150 concrete grade is

Permissible compressive strength of M 200 concrete grade is

The maximum percentage of chemical ingredient of cement is that of

For given workability the grading requiring the least amount of water is one that gives

On a grading curve, the gap grading is represented by

To determine the modulus of rupture, the size of test specimen used is

The factor which affects workability, is

Strength of concrete increases with

M 150 grade of concrete approximates

For a good concrete

The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is

An ideal ware house, is provided

The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than

The percentage of voids in cement is approximately

Sand requiring a high water cement ratio, belongs to

The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds

A flaky aggregate is said to be elongated if its length is

In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

For a continuous slab of 3 m × 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

Also checkout

The design yield stress of steel according to IS: 4561978 is: (Where f_y is the characteristic yield strength of steel)

The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (Where x_u is the depth of neutral axis at the limit state of collapse)