Concrete Technology And Design Set 5

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This set of Concrete Technology and Design Multiple Choice Questions & Answers (MCQs) focuses on Concrete Technology And Design Set 5

Q1 | The maximum amount of dust which may be permitted in aggregates is
  • 5% of the total aggregates for low workability with a coarse grading
  • 10% of the total aggregates for low workability with a fine grading
  • 20% of the total aggregates for a mix having high workability with fine grading
  • all the above
Q2 | Bulking of sand is
  • mixing of different sizes of sand particles
  • mixing of lime with sand
  • maximum water with sand
  • swelling of sand when wetted
Q3 | For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than thediameter of bar nor less than
  • 15 mm
  • 25 mm
  • 30 mm
  • 40 mm
Q4 | Workability of concrete is measured by
  • vicat apparatus test
  • slump test
  • minimum void method
  • talbot richard test
Q5 | The size of fine aggregates does not exceed
  • 2.75 mm
  • 3.00 mm
  • 3.75 mm
  • 4.75 mm
Q6 | The main reason for providing number of reinforcing bars at a support in a simply supported beamis to resist in that zone
  • compressive stress
  • shear stress
  • bond stress
  • tensile stress
Q7 | The entrained air in concrete
  • increases workability
  • decreases workability
  • decreases resistance to weathering
  • increases strength
Q8 | According to IS: 4561978, the flexural strength of concrete is
  • directly proportional to compressive strength
  • inversely proportional to compressive strength
  • directly proportional to square root of compressive strength
  • inversely proportional to square root of compressive strength
Q9 | Slump test is done for
  • clay
  • sand
  • lime
  • concrete
Q10 | Di-calcium silicate (C2S)
  • hydrates rapidly
  • generates less heat of hydration
  • hardens rapidly
  • provides less ultimate strength to cement
Q11 | The limits of percentage p of the longitudinal reinforcement in a column is given by
  • 0.15% to 2%
  • 0.8% to 4%
  • 0.8% to 6%
  • 0.8% to 8%
Q12 | The risk of segregation is more for
  • wetter mix
  • larger proportion of maximum size aggregate
  • coarser grading
  • all the above
Q13 | Le-Chatelier's apparatus is used for testing
  • soundness of cement
  • hardness of cement
  • strength of cement
  • durability of cement
Q14 | Construction joints are generally provided in concrete
  • roads
  • retaining walls
  • lining of canals
  • all the above
Q15 | If a grading curve is horizontal between the portions of 20 mm I.S. Sieve and 4.75 mm I.S. Sieve,the graded aggregates do not contain
  • 20 mm particles
  • 10 mm particles
  • 4.75 mm particles
  • all the above
Q16 | Most common method of pre-stressing used for factory production is
  • long line method
  • freyssinet system
  • magnel-blaton system
  • lee-macall system
Q17 | C.R.R.I. charts are used to obtain a relationship between strength of concrete and
  • water cement ratio
  • workability
  • grading of aggregate
  • fineness modulus
Q18 | For the design of retaining walls, the minimum factor of safety against overturning is taken as
  • 1.5
  • 2.0
  • 2.5
  • 3.0
Q19 | If the depth of moist sand in a cylinder is 15 cm and the depth of the sand when fully inundatedwith water is 12 cm, the bulking of the moist sand, is
  • 10 %
  • 12 %
  • 15 %
  • 25 %
Q20 | If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60mm, the particular aggregate will be flaky if its minimum dimension is less than
  • 20.5 mm
  • 30.5 mm
  • 40.5 mm
  • 50.5 mm
Q21 | If the foundations of all the columns of a structure are designed on the total live and dead loadbasis, then
  • there will be no settlement of columns
  • there will be no differential settlement
  • the settlement of exterior columns will be more than interior columns
  • the settlement of interior columns will be more than exterior columns
Q22 | Saw dust can be rendered chemically inert by boiling it in water containing
  • ferrous sulphate
  • potassium chloride
  • ammonia
  • nitric acid
Q23 | A concrete having a slump of 6.5 cm, is said to be
  • dry
  • earth moist
  • semi-plastic
  • plastic
Q24 | To obtain a very high strength concrete, use very fine grained
  • granite
  • magnetite
  • barite
  • volcanic scoria
Q25 | Vicat apparatus is used for
  • fineness test
  • consistency test
  • test for setting time
  • test for tensile strength