Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by __________(a) IS 456-2000(b) IS 456-2010(c) IS 513-1999(d) IS 465-2000This question was addressed to me in examination.This is a very interesting question from Concept of Concrete Mix Design topic in section Concrete Mix Design of Concrete Technology

Maximum nominal size of aggregates to be used in concrete may be as la

1.	Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by __________(a) IS 456-2000(b) IS 456-2010(c) IS 513-1999(d) IS 465-2000This question was addressed to me in examination.This is a very interesting question from Concept of Concrete Mix Design topic in section Concrete Mix Design of Concrete Technology
Answer» Right option is (a) IS 456-2000 The EXPLANATION is: Option can be ELIMINATED because there is no such code. Maximum NOMINAL size of aggregates to be used in CONCRETE may be as large as possible within the limits PRESCRIBED by IS 456:2000.

Discussion

No Comment Found

Related InterviewSolutions

Which test is used to determine the dimensions of any object?(a) Ultrasonic test(b) Torsion test(c) Eddy current test(d) Compression testI have been asked this question in class test.This interesting question is from Testing topic in section Concrete Mix Design of Concrete Technology
The loss in weight should not exceed ________ % when tested with Na2SO4 and ________ % with MgSO4 solution.(a) 12, 18(b) 18, 12(c) 10, 15(d) 15, 10This question was addressed to me in class test.Query is from Sampling in division Concrete Mix Design of Concrete Technology
IS code for Specification for coarse and fine aggregates from natural sources for concrete?(a) IS 269:1989(b) IS 383:197(c) IS 455:1989(d) IS 456:2000The question was posed to me during a job interview.The question is from Mix Design for Pumpable Concrete topic in chapter Concrete Mix Design of Concrete Technology
Maximum size of aggregates should not be larger than _______________(a) 1/3 the thickness of a slab(b) 1/2 the thickness of a slab(c) 1/1 the thickness of a slab(d) 1/4 the thickness of a slabI had been asked this question in an interview for job.This interesting question is from American Concrete Method of Mix Design topic in portion Concrete Mix Design of Concrete Technology
__________ water-cement ratio content to give adequate durability for the particular site conditions.(a) Minimum(b) Nominal(c) .5(d) MaximumThis question was posed to me during an interview.Origin of the question is Concept of Concrete Mix Design topic in portion Concrete Mix Design of Concrete Technology
This cement content should ________ the cement content required based on durability criteria.(a) Be more than(b) Be equal to(c) Be less than(d) Not be less thanThe question was asked during an interview for a job.This intriguing question comes from American Concrete Method of Mix Design topic in section Concrete Mix Design of Concrete Technology
The _________ compressive strength required from structural consideration.(a) Nominal(b) Minimum(c) Maximum(d) NoThis question was posed to me during an interview.My question is taken from Concept of Concrete Mix Design in portion Concrete Mix Design of Concrete Technology
The indenter used in Brinell hardness test is a ________________(a) Ball(b) Cone(c) Cylinder(d) PyramidThis question was addressed to me during an online interview.I would like to ask this question from Testing topic in division Concrete Mix Design of Concrete Technology
During compression test of cast iron, the failure occurs i.e. the crack appears along the _________(a) Diagonal(b) Surface parallel to load applied(c) Surface perpendicular to load applied(d) LateralI have been asked this question in an interview for job.My doubt is from Testing in portion Concrete Mix Design of Concrete Technology
On cooling below 1250^oC, C3S decomposes ____________(a) Fast(b) Slowly(c) Never(d) Depends on the conditionsI have been asked this question in final exam.The doubt is from Sampling in portion Concrete Mix Design of Concrete Technology

Discussion

No Comment Found

Related InterviewSolutions

Reply to Comment