Concrete Technology And Design Set 13

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This set of Concrete Technology and Design Multiple Choice Questions & Answers (MCQs) focuses on Concrete Technology And Design Set 13

Q1 | Grading of sand causes great variation in
Q2 | The percentage of the aggregate of F.M. 2.6 to be combined with coarse aggregate of F.M. 6.8 forobtaining the aggregates of F.M. 5.4, is
Q3 | The ratio of various ingredients (cement, sand, aggregates) in concrete of grade M 200, is
Q4 | Joints in concrete structures, are provided
Q5 | For the construction of R.C.C. slabs, columns, beams, walls, etc. the grade of concrete mix used, is
Q6 | Pick up the correct statement from the following:
Q7 | The final operation of finishing floors, is known as
Q8 | Transport of concrete by pumps, is done for a distance of
Q9 | Curing
Q10 | The datum temperature for maturity by Plowman, is
Q11 | The bulk density of aggregates, is generally expressed as
Q12 | For concreting tunnel linings, transportation of concrete is done by
Q13 | The factor which affects workability, is
Q14 | Proper batching ensures
Q15 | The ratio of the length to breadth of a wooden float, is
Q16 | Vicat's apparatus is used for
Q17 | Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolanacement, is
Q18 | The grade of concrete not recommended by I.S. : 456, is
Q19 | The compaction of concrete, improves
Q20 | Segregation is responsible for
Q21 | Slump test of concrete is a measure of its
Q22 | If the effective working time is 7 hours and per batch time of concrete is 3 minutes, the output of aconcrete mixer of 150 litre capacity, is
Q23 | An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S.sieve No. 9, more than
Q24 | The top diameter, bottom diameter and the height of a slump mould are: