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Concrete Technology - Section 1 (6)

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Concrete Technology - Section 1

This section is full with the important questions related to this field
and you can give test if you want to enhance the aptitude ability.

41. 

According to I.S. : 456, the number of grades of concrete mixes, is

A. 3
B. 4
C. 5
D. 6
E. 7

Answer: Option E

Explanation:

No answer description available for this question. Let us discuss.

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42. 

For ensuring quality of concrete, use

A. single sized aggegates
B. two sized aggregate
C. graded aggregates
D. coarse aggregates.

Answer: Option C

Explanation:

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43. 

M10 grade of concrete approximates

A. 1 : 3 : 6 mix
B. 1 : 1 : 2 mix
C. 1 : 2 : 4 mix
D. 1 : 1.5 : 3 mix
E. none of these.

Answer: Option A

Explanation:

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44. 

For given water content, workability decreases if the concrete aggregates contain an excess of

A. thin particles
B. flat particles
C. elongated particles
D. flaky paticles
E. all the above.

Answer: Option E

Explanation:

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45. 

Wp and Wf are the weights of a cylinder containing partially compacted and fully compacted concrete. If the compaction factor 58-12-92 is 0.95, the workability of concrete is

A. extremely low
B. very low
C. low
D. high
E. none of these.

Answer: Option D

Explanation:

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46. 

Under normal conditions using an ordinary cement, the period of removal of the form work, is :

A. 7 days for beam soffits
B. 14 days for bottom slabs of spans 4.6 m and more
C. 21 days for bottom beams over 6 m spans
D. 2 days for vertical sides of columns
E. all the above.

Answer: Option E

Explanation:

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47. 

If 1500 g of water is required to have a cement paste 1875 g of normal consistency, the percentage of water is,

A. 20%
B. 25%
C. 30%
D. 35%
E. 40%

Answer: Option B

Explanation:

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48. 

For quality control of Portland cement, the test essentially done is

A. setting time
B. soundness
C. tensile strength
D. consistency
E. all the above.

Answer: Option E

Explanation:

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