401 - In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively_______________?
401 - In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively_______________?
tensile and compressive
402 - In the method of voids for determination of the quantity of cement paste, it is assumed that
402 - In the method of voids for determination of the quantity of cement paste, it is assumed that
All the above.
403 - In the soundness test a specimen of hardened cement paste is ___ for a fixed time.
403 - In the soundness test a specimen of hardened cement paste is ___ for a fixed time.
Boiled
404 - In the soundness test a specimen of hardened cement paste is _______ for a fixed time.
404 - In the soundness test a specimen of hardened cement paste is _______ for a fixed time.
Boiled
405 - In the soundness test, the whole assembly is immersed in water for
405 - In the soundness test, the whole assembly is immersed in water for
24 hours
406 - In the wet process of cement manufacturing raw material is heated to about _____________
406 - In the wet process of cement manufacturing raw material is heated to about _____________
1300-1450 °C
407 - In the wet process, the kiln is ___________
407 - In the wet process, the kiln is ___________
Slightly inclined with vertical
408 - In this test, the strength and quality of concrete or rock is assessed by measuring the ___ of an ultrasonic pulse.
408 - In this test, the strength and quality of concrete or rock is assessed by measuring the ___ of an ultrasonic pulse.
Velocity
409 - In universal testing machine, for a circular section specimen, the gauge length is taken to be _____________
409 - In universal testing machine, for a circular section specimen, the gauge length is taken to be _____________
5.65 √A
410 - In universal testing machine, for a circular section specimen, the gauge length is taken to be ______________
410 - In universal testing machine, for a circular section specimen, the gauge length is taken to be ______________
5.65 √A
411 - In which type of test the capillary action principle is used?
411 - In which type of test the capillary action principle is used?
Dye penetrant test
412 - In which type of test the capillary action principle is used?
412 - In which type of test the capillary action principle is used?
Dye penetrant test
413 - In which type of test the capillary action principle is used?
413 - In which type of test the capillary action principle is used?
Dye penetrant test
414 - In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by_______________?
414 - In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by_______________?
0.4
415 - Inert material of a cement concrete mix, is
415 - Inert material of a cement concrete mix, is
aggregate
416 - Initial setting time of Low Heat Cement should not be less than _____________
416 - Initial setting time of Low Heat Cement should not be less than _____________
30 minutes
417 - Initial setting time of OPC should not be less than ___________
417 - Initial setting time of OPC should not be less than ___________
30 minutes
418 - Insoluble Residue mainly comes from which compound?
418 - Insoluble Residue mainly comes from which compound?
Silica
419 - Insoluble Residue mainly comes from which compound?
419 - Insoluble Residue mainly comes from which compound?
Silica
420 - Internal friction between the ingredients of concrete, is decreased by using
420 - Internal friction between the ingredients of concrete, is decreased by using
more water and coarse aggregates
421 - IS 1199:1959 is for _________
421 - IS 1199:1959 is for _________
Specification for standard sand for testing of cement
422 - IS 1199:1959 is for __________
422 - IS 1199:1959 is for __________
Specification for standard sand for testing of cement
423 - IS 1489(Part 1):1991 is for _________
423 - IS 1489(Part 1):1991 is for _________
Specification for Portland pozzolana cement Part 1 Flyash based
424 - IS 1489(Part 1):1991 is for ___________
424 - IS 1489(Part 1):1991 is for ___________
Specification for Portland pozzolana cement Part 1 Flyash based
425 - IS 1489(Part 2):1991 is for _____________
425 - IS 1489(Part 2):1991 is for _____________
Specification for Portland-pozzolana cement: Part 2 Calcined clay based
426 - IS 1489(Part 2):1991 is for ______________
426 - IS 1489(Part 2):1991 is for ______________
Specification for Portland-pozzolana cement: Part 2 Calcined clay based
427 - IS 1727:1967 is for ___________
427 - IS 1727:1967 is for ___________
Methods of test for pozzolanic materials
428 - IS 1727:1967 is for ____________
428 - IS 1727:1967 is for ____________
Methods of test for pozzolanic materials
429 - IS 456 of 2000 gives the modulus of elasticity as _______
429 - IS 456 of 2000 gives the modulus of elasticity as _______
Ec = 5000 fck.5
430 - IS 457:1957 is for _____
430 - IS 457:1957 is for _____
Code of practice for general construction of plain and reinforced concrete for dams and other massive structures
431 - IS 457:1957 is for __________
431 - IS 457:1957 is for __________
Code of practice for general construction of plain and reinforced concrete for dams and other massive structures
432 - IS 650:1991 is for _____________
432 - IS 650:1991 is for _____________
Specification for standard sand for testing of cement
433 - IS 650:1991 is for _____________
433 - IS 650:1991 is for _____________
Specification for standard sand for testing of cement
434 - IS code for Specification for coarse and fine aggregates from natural sources for concrete?
434 - IS code for Specification for coarse and fine aggregates from natural sources for concrete?
IS 383:197
435 - IS code for Specification for coarse and fine aggregates from natural sources for concrete?
435 - IS code for Specification for coarse and fine aggregates from natural sources for concrete?
IS 383:197
436 - IS code for Specification for ordinary Portland cement, 33 grade?
436 - IS code for Specification for ordinary Portland cement, 33 grade?
IS 269:1989
437 - IS code for Specification for Portland slag cement?
437 - IS code for Specification for Portland slag cement?
IS 455:1989
438 - IS code for Specification for Portland slag cement?
438 - IS code for Specification for Portland slag cement?
IS 455:1989
439 - IS Code of practice for plain and reinforced concrete.
439 - IS Code of practice for plain and reinforced concrete.
IS 456:2000
440 - IS Code of practice for plain and reinforced concrete.
440 - IS Code of practice for plain and reinforced concrete.
IS 456:2000
441 - Is it possible to have 0% crack in our building?
441 - Is it possible to have 0% crack in our building?
No
442 - Is it possible to use w/c ratio as low as 5?
442 - Is it possible to use w/c ratio as low as 5?
No
443 - Is it possible to use w/c ratio as low as 5?
443 - Is it possible to use w/c ratio as low as 5?
No
444 - IS: 7861 part-1 deals with ___________
444 - IS: 7861 part-1 deals with ___________
Hot weathering concrete
445 - IS: 7861 part-2 deals with
445 - IS: 7861 part-2 deals with
Cold weathering concrete
446 - ISI has specified full strength of concrete after
446 - ISI has specified full strength of concrete after
none of these.
447 - It __________ job-site concrete handling, and testing procedures to __________ potential liability to the company.
447 - It __________ job-site concrete handling, and testing procedures to __________ potential liability to the company.
Improve, Decrease
448 - It __________ job-site concrete handling, curing, sampling and testing procedures
448 - It __________ job-site concrete handling, curing, sampling and testing procedures
Improves
449 - It __________ the quantity and ___________ cost of sampling and testing
449 - It __________ the quantity and ___________ cost of sampling and testing
Decreases, decreases
450 - It is ___________ strength and ___________ permeability.
450 - It is ___________ strength and ___________ permeability.
High, low
451 - It is a __________ method.
451 - It is a __________ method.
Nondestructive testing
452 - It is about ___ times the tensile stress determined by the splitting test.
452 - It is about ___ times the tensile stress determined by the splitting test.
1.5
453 - It is difficult to retain moisture for hydration for RAPID EVAPORATION OF WATER DURING CURING PERIOD.
453 - It is difficult to retain moisture for hydration for RAPID EVAPORATION OF WATER DURING CURING PERIOD.
TRUE
454 - It is observed that 14-34% of the 20 years shrinkage occurs in ________
454 - It is observed that 14-34% of the 20 years shrinkage occurs in ________
2 weeks
455 - It is observed that 40-80% of the 20 years shrinkage occurs in _____________
455 - It is observed that 40-80% of the 20 years shrinkage occurs in _____________
3 months
456 - It is observed that 66-85% of the 20 years shrinkage occurs in _____
456 - It is observed that 66-85% of the 20 years shrinkage occurs in _____
1 year
457 - It opens the area of improvement for quality construction rationally based on the documents from __________ projects.
457 - It opens the area of improvement for quality construction rationally based on the documents from __________ projects.
Previous
458 - It opens the area of improvement for quality construction rationally based on the documents from ___________ projects.
458 - It opens the area of improvement for quality construction rationally based on the documents from ___________ projects.
Previous
459 - Joints in concrete structures, are provided
459 - Joints in concrete structures, are provided
all the above.
460 - Large temperature differentials within the concrete member may promote
460 - Large temperature differentials within the concrete member may promote
Cracking
461 - Le Chatelier apparatus consist of ___________
461 - Le Chatelier apparatus consist of ___________
Brass mould
462 - Le-Chatelier's apparatus is used for testing
462 - Le-Chatelier's apparatus is used for testing
soundness of cement
463 - Light weight cement content for compressive strength 17.24 MPa is _______ kg/m3.
463 - Light weight cement content for compressive strength 17.24 MPa is _______ kg/m3.
237-303
464 - Light weight cement content for compressive strength 20.68 MPa is _______ kg/m3.
464 - Light weight cement content for compressive strength 20.68 MPa is _______ kg/m3.
261-332
465 - Light weight cement content for compressive strength 2500 psi is _______ pounds per cubic yard.
465 - Light weight cement content for compressive strength 2500 psi is _______ pounds per cubic yard.
400-510
466 - Light weight cement content for compressive strength 27.58 MPa is _______ kg/m3.
466 - Light weight cement content for compressive strength 27.58 MPa is _______ kg/m3.
314-392
467 - Light weight cement content for compressive strength 27.58 MPa is _______ kg/m3.
467 - Light weight cement content for compressive strength 27.58 MPa is _______ kg/m3.
314-392
468 - Light weight cement content for compressive strength 3000 psi is __ pounds per cubic yard.
468 - Light weight cement content for compressive strength 3000 psi is __ pounds per cubic yard.
440-560
469 - Light weight cement content for compressive strength 3000 psi is _______ pounds per cubic yard.
469 - Light weight cement content for compressive strength 3000 psi is _______ pounds per cubic yard.
440-560
470 - Light weight cement content for compressive strength 34.47MPa is _______ kg/m3.
470 - Light weight cement content for compressive strength 34.47MPa is _______ kg/m3.
373-445
471 - Light weight cement content for compressive strength 4000 psi is _______ pounds per cubic yard.
471 - Light weight cement content for compressive strength 4000 psi is _______ pounds per cubic yard.
530-660
472 - Light weight cement content for compressive strength 4000 psi is _______ pounds per cubic yard.
472 - Light weight cement content for compressive strength 4000 psi is _______ pounds per cubic yard.
530-660
473 - Light weight cement content for compressive strength 41.37 MPa is _______ kg/m3.
473 - Light weight cement content for compressive strength 41.37 MPa is _______ kg/m3.
237-303
474 - Light weight cement content for compressive strength 5000 psi is _______ pounds per cubic yard.
474 - Light weight cement content for compressive strength 5000 psi is _______ pounds per cubic yard.
630-750
475 - Light weight cement content for compressive strength 6000 psi is _______ pounds per cubic yard.
475 - Light weight cement content for compressive strength 6000 psi is _______ pounds per cubic yard.
440-560
476 - Load measuring device shall be capable of measuring loads to an accuracy of ___________
476 - Load measuring device shall be capable of measuring loads to an accuracy of ___________
10N
477 - Load measuring device shall be capable of measuring loads to an accuracy of ___________
477 - Load measuring device shall be capable of measuring loads to an accuracy of ___________
10N
478 - Log Angles machine is used to test the aggregate for
478 - Log Angles machine is used to test the aggregate for
abrasion resistance
479 - Los Angeles machine consists of circular drum of internal diameter ________ mm and length ________ mm.
479 - Los Angeles machine consists of circular drum of internal diameter ________ mm and length ________ mm.
700, 520
480 - Loss on Ignition (L.O.I.) is the loss in weight of cement after being heated to ___
480 - Loss on Ignition (L.O.I.) is the loss in weight of cement after being heated to ___
1000°C
481 - Loss on Ignition (L.O.I.) is the loss in weight of cement after being heated to _______
481 - Loss on Ignition (L.O.I.) is the loss in weight of cement after being heated to _______
1000°C
482 - Loss on Ignition (L.O.I.) is the loss in weight of cement after being heated to _____________
482 - Loss on Ignition (L.O.I.) is the loss in weight of cement after being heated to _____________
1000°C
483 - Lowering of ____________ might also help, since this would reduce the amount of CH that forms.
483 - Lowering of ____________ might also help, since this would reduce the amount of CH that forms.
C3S
484 - Lowering of ____________ might also help, since this would reduce the amount of CH that forms.
484 - Lowering of ____________ might also help, since this would reduce the amount of CH that forms.
C3S
485 - M 150 grade of concrete approximates
485 - M 150 grade of concrete approximates
1 : 1 :2 mix
486 - M10 grade of concrete approximates
486 - M10 grade of concrete approximates
1 : 3 : 6 mix
487 - Main component in this concrete is _______
487 - Main component in this concrete is _______
Sulphur and aggregates
488 - Maturity methods provide a ___________ simple approach for strength of concrete.
488 - Maturity methods provide a ___________ simple approach for strength of concrete.
Relatively
489 - Maximum distance between expansion joints in structures as per IS : 456 – 1978 is________________?
489 - Maximum distance between expansion joints in structures as per IS : 456 – 1978 is________________?
45 m
490 - Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by _______
490 - Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by _______
IS 456-2000
491 - Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by __________
491 - Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by __________
IS 456-2000
492 - Maximum percentage reinforcement in case of slabs is limited to___________________?
492 - Maximum percentage reinforcement in case of slabs is limited to___________________?
4
493 - Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is_______________?
493 - Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is_______________?
32 liters
494 - Maximum size of aggregates are used to produce 100MPa compressive strength is __________
494 - Maximum size of aggregates are used to produce 100MPa compressive strength is __________
10-20 mm
495 - Maximum size of aggregates are used to produce 100MPa compressive strength?
495 - Maximum size of aggregates are used to produce 100MPa compressive strength?
10-20 mm
496 - Maximum size of aggregates are used to produce 70MPa compressive strength is ________
496 - Maximum size of aggregates are used to produce 70MPa compressive strength is ________
20-30 mm
497 - Maximum size of aggregates are used to produce 70MPa compressive strength?
497 - Maximum size of aggregates are used to produce 70MPa compressive strength?
20-30 mm
498 - Maximum size of aggregates should not be larger than ___________
498 - Maximum size of aggregates should not be larger than ___________
1/5 the minimum dimension of structural members
499 - Maximum size of aggregates should not be larger than _______________
499 - Maximum size of aggregates should not be larger than _______________
1/3 the thickness of a slab
500 - Mechanical pulse having an oscillation frequency in range of `_____________
500 - Mechanical pulse having an oscillation frequency in range of `_____________
40 kHz to 50 kHz
501 - Mid-range water reducers result in at least _________ %.
501 - Mid-range water reducers result in at least _________ %.
8
502 - Minimum grade of concrete to be used in reinforced concrete as per IS:456-1978 is_____________?
502 - Minimum grade of concrete to be used in reinforced concrete as per IS:456-1978 is_____________?
M15
503 - Minimum pitch of transverse reinforcement in a column is________________?
503 - Minimum pitch of transverse reinforcement in a column is________________?
lesser of the above three values
504 - Minimum thickness of load bearing RCC wall should be_____________?
504 - Minimum thickness of load bearing RCC wall should be_____________?
100 mm
505 - Minute spherical bubbles of size ranging from ______________ microns.
505 - Minute spherical bubbles of size ranging from ______________ microns.
29342
506 - Modulus of elasticity of steel as per IS : 456-1978 shall be taken as______________?
506 - Modulus of elasticity of steel as per IS : 456-1978 shall be taken as______________?
200kN/mm2
507 - Modulus of rupture of concrete is a measure of_______________?
507 - Modulus of rupture of concrete is a measure of_______________?
flexural tensile strength
508 - Most common method of prestressing used for factory production is________________?
508 - Most common method of prestressing used for factory production is________________?
Long line method
509 - Most low-density aggregates are ________ in origin.
509 - Most low-density aggregates are ________ in origin.
Volcanic
510 - Most small and common ___ load capacity machines will work for the loads of the materials tested to this specification.
510 - Most small and common ___ load capacity machines will work for the loads of the materials tested to this specification.
1KN
511 - Natural aggregates comes in which category?
511 - Natural aggregates comes in which category?
Based on origin
512 - No fines concrete is manufactured by _______
512 - No fines concrete is manufactured by _______
By eliminating no fines materials from normal concrete
513 - No fines concrete is manufactured by _____________
513 - No fines concrete is manufactured by _____________
By eliminating no fines materials from normal concrete
514 - No fines concrete is manufactured by _____________
514 - No fines concrete is manufactured by _____________
By eliminating no fines materials from normal concrete
515 - Nomenclature of water proofing agent.
515 - Nomenclature of water proofing agent.
KIM
516 - Nomenclature of water proofing agent.
516 - Nomenclature of water proofing agent.
KIM
517 - Non-uniform compaction may cause the concrete
517 - Non-uniform compaction may cause the concrete
all the above.
518 - Normally prestressing wires are arranged in the_______________?
518 - Normally prestressing wires are arranged in the_______________?
lower part of the beam
519 - On a grading curve, the gap grading is represented by
519 - On a grading curve, the gap grading is represented by
a horizontal line
520 - On cooling below 1250oC, C3S decomposes __
520 - On cooling below 1250oC, C3S decomposes __
Slowly
521 - On cooling below 1250oC, C3S decomposes ______
521 - On cooling below 1250oC, C3S decomposes ______
Slowly
522 - On cooling below 1250oC, C3S decomposes ____________
522 - On cooling below 1250oC, C3S decomposes ____________
Slowly
523 - One of the criteria for the effecvve width of flange of T-beam is bf =—+ bw +6Df 6 In above formula, l0 signifies_______________?
523 - One of the criteria for the effecvve width of flange of T-beam is bf =—+ bw +6Df 6 In above formula, l0 signifies_______________?
distance between points of zero moments in the beam
524 - Ordinary concrete is not used for concrete grade
524 - Ordinary concrete is not used for concrete grade
M 400
525 - Ordinary Portland cement is manufactured from
525 - Ordinary Portland cement is manufactured from
gypsum and lime
526 - Particles of 0.002 mm size are that of
526 - Particles of 0.002 mm size are that of
clay
527 - Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement, is
527 - Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement, is
0.3
528 - Permissible compressive strength of M 150 concrete grade is
528 - Permissible compressive strength of M 150 concrete grade is
150 kg/cm2
529 - Permissible compressive strength of M 200 concrete grade is
529 - Permissible compressive strength of M 200 concrete grade is
200 kg/cm2
530 - Permissible compressive strength of M 200 concrete grade is
530 - Permissible compressive strength of M 200 concrete grade is
200 kg/cm2
531 - Permissible compressive strength of M 300 concrete grade is
531 - Permissible compressive strength of M 300 concrete grade is
300 kg/cm2
532 - Pick up the correct proportions of chemical ingredients of cement
532 - Pick up the correct proportions of chemical ingredients of cement
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
533 - Pick up the correct statement from the following i.
533 - Pick up the correct statement from the following i.
All the above.
534 - Pick up the correct statement from the following.
534 - Pick up the correct statement from the following.
Gypsum acts as a retarders
535 - Pick up the correct statement from the following:
535 - Pick up the correct statement from the following:
Gypsum in cement decreases the setting time
536 - Pick up the correct statement from the following:
536 - Pick up the correct statement from the following:
Gypsum in cement decreases the setting time
537 - Pick up the correct statement from the following:
537 - Pick up the correct statement from the following:
All the above.
538 - Pick up the correct statement from the following:
538 - Pick up the correct statement from the following:
All the above.
539 - Pick up the correct statement from the following:
539 - Pick up the correct statement from the following:
Both (a) and (b).
540 - Pick up the correct statement from the following:
540 - Pick up the correct statement from the following:
All the above.
541 - Pick up the correct statement from the following:
541 - Pick up the correct statement from the following:
All the above.
542 - Pick up the correct statement from the following:
542 - Pick up the correct statement from the following:
All the above.
543 - Pick up the correct statement from the following:
543 - Pick up the correct statement from the following:
None of these.
544 - Pick up the correct statement from the following:
544 - Pick up the correct statement from the following:
All the above.
545 - Pick up the correct statement from the following:
545 - Pick up the correct statement from the following:
All the above.
546 - Pick up the correct statement from the following:
546 - Pick up the correct statement from the following:
All the above.
547 - Pick up the correct statement from the following:
547 - Pick up the correct statement from the following:
All the above.
548 - Pick up the correct statement from the following:
548 - Pick up the correct statement from the following:
All the above.
549 - Pick up the correct statement from the following:
549 - Pick up the correct statement from the following:
Both (c) and (d).
550 - Pick up the correct statement from the following:
550 - Pick up the correct statement from the following:
All the above.
551 - Pick up the correct statement from the following:
551 - Pick up the correct statement from the following:
All the above.
552 - Pick up the correct statement from the following:
552 - Pick up the correct statement from the following:
All the above.
553 - Pick up the correct statement from the following:
553 - Pick up the correct statement from the following:
All the above.
554 - Pick up the correct statement from the following:
554 - Pick up the correct statement from the following:
All the above.
555 - Pick up the correct statement from the following:
555 - Pick up the correct statement from the following:
All the above.
556 - Pick up the correct statement from the following:
556 - Pick up the correct statement from the following:
All the above.
557 - Pick up the correct statement from the following:
557 - Pick up the correct statement from the following:
All the above.
558 - Pick up the correct statement from the following:
558 - Pick up the correct statement from the following:
All the above.
559 - Pick up the incorrect statement applicable to the field test of good cement.
559 - Pick up the incorrect statement applicable to the field test of good cement.
All the above.
560 - Pick up the incorrect statement from the following. While performing preliminary test on concrete
560 - Pick up the incorrect statement from the following. While performing preliminary test on concrete
concrete ingredients should be kept at a temperature of 37° ± 2°C
561 - Pick up the incorrect statement from the following:
561 - Pick up the incorrect statement from the following:
The mould is in the form of a frustum of hexagonal pyramid
562 - Pick up the incorrect statement from the following:
562 - Pick up the incorrect statement from the following:
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive equantity of water
563 - Pick up the incorrect statement from the following:
563 - Pick up the incorrect statement from the following:
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
564 - Pick up the incorrect statement from the following:
564 - Pick up the incorrect statement from the following:
In single size aggregates, bulk density is maximum
565 - Pick up the incorrect statement from the following:
565 - Pick up the incorrect statement from the following:
Admixtures accelerate hydration
566 - Pick up the incorrect statement from the following:
566 - Pick up the incorrect statement from the following:
Tricalcium silicate (C3S) has more resistance to sulphate attack
567 - Pick up the incorrect statement from the following:
567 - Pick up the incorrect statement from the following:
None of these.
568 - Pick up the incorrect statement from the following:
568 - Pick up the incorrect statement from the following:
All the above.
569 - Pick up the incorrect statement from the following:
569 - Pick up the incorrect statement from the following:
With passage of time, the strength of cement increases
570 - Pick up the most appropriate statement from the following:
570 - Pick up the most appropriate statement from the following:
Bulk density of normal weight aggregate is 1600 kg/m3
571 - Pick up the most appropriate statement from the following:
571 - Pick up the most appropriate statement from the following:
Sp. Gr. =c/(a-b)
572 - Placing of concrete should preferably be done at a temperature of
572 - Placing of concrete should preferably be done at a temperature of
27 ± 2°C
573 - Plain cement concrete is strong in taking ___________
573 - Plain cement concrete is strong in taking ___________
Compressive stress
574 - Plastic shrinkage cracking occurs in ________ hours after placing.
574 - Plastic shrinkage cracking occurs in ________ hours after placing.
5
575 - Poisson's ratio for concrete_______________?
575 - Poisson's ratio for concrete_______________?
increases with richer mixes
576 - Polypropylene fibers is hydrophobic in nature. True or false?
576 - Polypropylene fibers is hydrophobic in nature. True or false?
TRUE
577 - Powder epoxy is fusion bonded to bar at about _________ Degree C temperature.
577 - Powder epoxy is fusion bonded to bar at about _________ Degree C temperature.
250
578 - Power showed that the strength of concrete bears a specific relationship with the gel/space ratio. He found the relationship to be __________
578 - Power showed that the strength of concrete bears a specific relationship with the gel/space ratio. He found the relationship to be __________
240x3
579 - Pozzolana cement is used with confidence for construction of
579 - Pozzolana cement is used with confidence for construction of
all the above.
580 - Pozzolanic properties exist in
580 - Pozzolanic properties exist in
all the above.
581 - Prepacked concrete _________ water proofing concrete.
581 - Prepacked concrete _________ water proofing concrete.
Is
582 - Presence of acid, alkali ___________
582 - Presence of acid, alkali ___________
Reduces the strength
583 - Prestress loss due to friction occurs________________?
583 - Prestress loss due to friction occurs________________?
only in post-tensioned beams
584 - Proper batching ensures
584 - Proper batching ensures
all the above.
585 - Proper proportioning of concrete, ensures
585 - Proper proportioning of concrete, ensures
all the above.
586 - Quality control helps to ___________ the risks of overdesign that ___________ the overall cost.
586 - Quality control helps to ___________ the risks of overdesign that ___________ the overall cost.
Minimize, Decrease
587 - Quality control helps to ____________ the risks of overdesign that ___________ the overall cost.
587 - Quality control helps to ____________ the risks of overdesign that ___________ the overall cost.
Minimize, Decrease
588 - Quality management system _________ perception of customers towards company.
588 - Quality management system _________ perception of customers towards company.
Improves
589 - Quality management system improves perception of customers towards company. True or false
589 - Quality management system improves perception of customers towards company. True or false
TRUE
590 - Quality of construction activities will be tracked by quality management documents
590 - Quality of construction activities will be tracked by quality management documents
TRUE
591 - R.R.I. charts are used to obtain a relatioship between strength of concrete and
591 - R.R.I. charts are used to obtain a relatioship between strength of concrete and
water cement ratio
592 - Range of modulus of elasticity for UHPC ___________
592 - Range of modulus of elasticity for UHPC ___________
45-50 GPa
593 - Rapid evaporation may cause plastic shrinkage __________
593 - Rapid evaporation may cause plastic shrinkage __________
Plastic shrinkage
594 - Ratio of permissible stress in direct compression and bending compression is______________?
594 - Ratio of permissible stress in direct compression and bending compression is______________?
less than 1
595 - Reduction in the volume due to shrinkage causes
595 - Reduction in the volume due to shrinkage causes
Volumetric strain
596 - Reduction in the volume due to shrinkage causes _____
596 - Reduction in the volume due to shrinkage causes _____
Volumetric strain
597 - Reduction in the volume due to shrinkage causes _________
597 - Reduction in the volume due to shrinkage causes _________
Volumetric strain
598 - Reduction in the volume due to shrinkage causes __________
598 - Reduction in the volume due to shrinkage causes __________
Volumetric strain
599 - Reinforced cement concrete is equally strong in taking __________
599 - Reinforced cement concrete is equally strong in taking __________
Tensile, compressive and shear stresses
600 - Residual soils are formed by______________?
600 - Residual soils are formed by______________?
none of the above
601 - Retarders are used to:
601 - Retarders are used to:
Offset the accelerating effect of hot weather on the setting of concrete
602 - Retarders used at grouting oil wells, where temperature is about _____________ oC.
602 - Retarders used at grouting oil wells, where temperature is about _____________ oC.
200
603 - Ring tensile strength is __________
603 - Ring tensile strength is __________
Inversely proportional to time
604 - Ring test is not the determination for ______________
604 - Ring test is not the determination for ______________
Compressive strength
605 - Ring test is the determination for ___________
605 - Ring test is the determination for ___________
Tensile strength
606 - Rule (ruler/scale), capable of reading the dimensions of test specimens to an accuracy of ________
606 - Rule (ruler/scale), capable of reading the dimensions of test specimens to an accuracy of ________
1mm
607 - S. Sieve Nos. 10 mm and 4.75 mm are geneally used for grading of
607 - S. Sieve Nos. 10 mm and 4.75 mm are geneally used for grading of
both (a) and (b)
608 - S.I. has specified the full strength of concrete after
608 - S.I. has specified the full strength of concrete after
28 days
609 - S.I. unit of bulk density
609 - S.I. unit of bulk density
kg/l
610 - Sand generally contains salt if it is obtained from:
610 - Sand generally contains salt if it is obtained from:
sea beds
611 - Sand requiring a high water cement ratio, belongs to
611 - Sand requiring a high water cement ratio, belongs to
Zone I
612 - Sands of zone I are
612 - Sands of zone I are
coarse
613 - Saw dust can be rendered chemically inert by boiling it in water containing
613 - Saw dust can be rendered chemically inert by boiling it in water containing
ferrous sulphate
614 - SCC has __________ deformability.
614 - SCC has __________ deformability.
High
615 - SCC has __________ viscosity.
615 - SCC has __________ viscosity.
Medium
616 - SCC has __________ yield stress.
616 - SCC has __________ yield stress.
Low
617 - SCC has ___________ segregation resistance.
617 - SCC has ___________ segregation resistance.
Good
618 - SCC is measured using the
618 - SCC is measured using the
Slump-flow test
619 - Segregation is responsible for
619 - Segregation is responsible for
all the above.
620 - Select the correct range of density index,ID ________________?
620 - Select the correct range of density index,ID ________________?
0 < ID < 1
621 - Select the correct statement?
621 - Select the correct statement?
Elastic modulus of high tensile steel is nearly the same as that of mild steel
622 - Select the correct statement?
622 - Select the correct statement?
Elastic modulus of high tensile steel is nearly the same as that of mild steel
623 - Select the incorrect statement?
623 - Select the incorrect statement?
none of the above
624 - Select the incorrect statement?
624 - Select the incorrect statement?
none of the above
625 - Separation of coarse aggregates from mortar during transportation, is known
625 - Separation of coarse aggregates from mortar during transportation, is known
segregation
626 - Separation of water or water sand cement from a freshly concrete, is known
626 - Separation of water or water sand cement from a freshly concrete, is known
bleeding
627 - Setting time of cement increases by adding
627 - Setting time of cement increases by adding
gypsum
628 - Setting time of cement increases by adding ____________
628 - Setting time of cement increases by adding ____________
Gypsum
629 - Shrinkage in concrete can be reduced by using
629 - Shrinkage in concrete can be reduced by using
all the above.
630 - Silica fume is _________
630 - Silica fume is _________
More reactive
631 - Silica fume is ______________
631 - Silica fume is ______________
More reactive
632 - Silica fume is usually added during ____________
632 - Silica fume is usually added during ____________
Concrete production at a concrete plant
633 - Silica in excess causes ____
633 - Silica in excess causes ____
The cement to set slowly
634 - Silica in excess causes ____
634 - Silica in excess causes ____
The cement to set slowly
635 - Slower velocities may indicate ___________
635 - Slower velocities may indicate ___________
Concrete with many voids
636 - Slump test is done for
636 - Slump test is done for
concrete.
637 - Slump test of concrete is a measure ofits
637 - Slump test of concrete is a measure ofits
consistency
638 - Slump test of concrete is a meausre ofits
638 - Slump test of concrete is a meausre ofits
consistency
639 - Specific Gravity of silica fume.
639 - Specific Gravity of silica fume.
2.22
640 - Specified compressive strengh of concrete is obtained from cube tests at the end of
640 - Specified compressive strengh of concrete is obtained from cube tests at the end of
28 days.
641 - Spherical particles in silica fume has diameter of _______
641 - Spherical particles in silica fume has diameter of _______
<1 μm
642 - Standard consistency of cement is tested by ___________
642 - Standard consistency of cement is tested by ___________
Vicat apparatus
643 - Static modulus of elasticity of concrete has been related to its
643 - Static modulus of elasticity of concrete has been related to its
Compressive strength
644 - Static modulus of elasticity of concrete has been related to its ________
644 - Static modulus of elasticity of concrete has been related to its ________
Compressive strength
645 - Steel fibers helps in the enhancement of its properties. True or False?
645 - Steel fibers helps in the enhancement of its properties. True or False?
TRUE
646 - Strength of concrete increase with _________
646 - Strength of concrete increase with _________
Increase in fineness of cement
647 - Strength of concrete increase with _____________
647 - Strength of concrete increase with _____________
Decrease with w/c ratio
648 - Strength of concrete is proportional to ______________
648 - Strength of concrete is proportional to ______________
Cement water ratio
649 - Strength of concrete show an increase with _________
649 - Strength of concrete show an increase with _________
Increase in rate of loading
650 - Strength of concrete with passage of time
650 - Strength of concrete with passage of time
increases
651 - Stress strain curve of high tensile steel_______________?
651 - Stress strain curve of high tensile steel_______________?
does not show definite yield point but yield point is defined by 0.2% proof stress
652 - Super plasticizers reduce water requirement by ___________ %.
652 - Super plasticizers reduce water requirement by ___________ %.
45290
653 - Symptoms for acid attack?
653 - Symptoms for acid attack?
It will show disintegration of the concrete evidenced by loss of the cement paste
654 - Symptoms for aggressive ACR reaction?
654 - Symptoms for aggressive ACR reaction?
Affected concrete does not exhibit telltale features too distinctly
655 - Symptoms for aggressive ASR?
655 - Symptoms for aggressive ASR?
Expansion does not occur without reaction products
656 - Symptoms for aggressive water attack?
656 - Symptoms for aggressive water attack?
It will show concrete surfaces that are very rough in areas where the paste is leached
657 - Tensile test can be performed on _____________
657 - Tensile test can be performed on _____________
Universal testing machine
658 - The _________ compressive strength required from structural consideration.
658 - The _________ compressive strength required from structural consideration.
Minimum
659 - The _________ the modulus of elasticity the _________ is the creep.
659 - The _________ the modulus of elasticity the _________ is the creep.
Higher, less
660 - The __________ compressive strength required from structural consideration.
660 - The __________ compressive strength required from structural consideration.
Minimum
661 - The __________ the aggregate, the ________ is the magnitude of creep.
661 - The __________ the aggregate, the ________ is the magnitude of creep.
Stronger, less
662 - The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be
662 - The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be
Less than 200 kg/cm2
663 - The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be
663 - The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be
below 200 kg/cm2
664 - The ability of the material to resist stress without failure is called ________________
664 - The ability of the material to resist stress without failure is called ________________
Strength
665 - The addition of a pozzolanic admixture such as fly ash reduces the
665 - The addition of a pozzolanic admixture such as fly ash reduces the
C3A
666 - The addition of a pozzolanic admixture such as fly ash reduces the
666 - The addition of a pozzolanic admixture such as fly ash reduces the
C3A
667 - The addition of glass fibers are in the range of __________
667 - The addition of glass fibers are in the range of __________
0-6%
668 - The addition of the admixture to the mix __________ the surface tension.
668 - The addition of the admixture to the mix __________ the surface tension.
Lowers
669 - The addition of the admixture to the mix __________ the surface tension.
669 - The addition of the admixture to the mix __________ the surface tension.
Lowers
670 - The adequate workability necessary for _________ compaction with the compacting equipment available.
670 - The adequate workability necessary for _________ compaction with the compacting equipment available.
Full
671 - The adequate workability necessary for ___________ compaction with the compacting equipment available.
671 - The adequate workability necessary for ___________ compaction with the compacting equipment available.
Full
672 - The aggregate containing moisture in pores and having its suface dry, is known as
672 - The aggregate containing moisture in pores and having its suface dry, is known as
saturated surface dry aggregate
673 - The aggregate crushing value provides a relative measure of a maximum value of 40%age is allowed for WBM base course in Indian conditions.
673 - The aggregate crushing value provides a relative measure of a maximum value of 40%age is allowed for WBM base course in Indian conditions.
Aggregates to be used for wearing course, the impact value shouldn’t exceed ________ percent.
674 - The aggregate impact value of the aggregate used in
674 - The aggregate impact value of the aggregate used in
all the above.
675 - The aim of the designer should always be to get concrete mixtures of optimum strength at __ cement content and ________ workability.
675 - The aim of the designer should always be to get concrete mixtures of optimum strength at __ cement content and ________ workability.
Minimum, acceptable
676 - The average permissible stress in bond for plain bars in tension is_______________?
676 - The average permissible stress in bond for plain bars in tension is_______________?
increased by 25% for bars in compression
677 - The average specific gravity of natural aggregate is:
677 - The average specific gravity of natural aggregate is:
2.7
678 - The basic requirement for the success of any quality control plan is the availability of experienced, knowledgeable and trained personnel at all the levels. True or False.
678 - The basic requirement for the success of any quality control plan is the availability of experienced, knowledgeable and trained personnel at all the levels. True or False.
TRUE
679 - The blended meal is sieved and fed into a rotating dish called a ___
679 - The blended meal is sieved and fed into a rotating dish called a ___
Granulator
680 - The breaking up of cohesion in a mass of concrete is called ________
680 - The breaking up of cohesion in a mass of concrete is called ________
Segregation
681 - The bulk density of aggregates does not depend upon :
681 - The bulk density of aggregates does not depend upon :
size and shape of the container
682 - The bulk density of aggregates does not depend upon ____________
682 - The bulk density of aggregates does not depend upon ____________
Size and shape of the container
683 - The bulk density of aggregates, depends upon
683 - The bulk density of aggregates, depends upon
all the above.
684 - The bulk density of aggregates, is generally expressed as
684 - The bulk density of aggregates, is generally expressed as
kg/litre
685 - The cement becomes useless if its absorbed moisture content exceeds
685 - The cement becomes useless if its absorbed moisture content exceeds
0.05
686 - The cement concrete, from which entrained air and excess water are removed after placing it in position, is called ________
686 - The cement concrete, from which entrained air and excess water are removed after placing it in position, is called ________
Vacuum concrete
687 - The cement concrete, from which entrained air and excess water are removed after placing it in position, is called _________
687 - The cement concrete, from which entrained air and excess water are removed after placing it in position, is called _________
Vacuum concrete
688 - The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as
688 - The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as
low-heat Portland cement
689 - The choice of cement for high-strength concrete should not be based only on mortar-cube tests but it should also include tests of compressive strengths of concrete at ___________ days.
689 - The choice of cement for high-strength concrete should not be based only on mortar-cube tests but it should also include tests of compressive strengths of concrete at ___________ days.
28, 56, 91
690 - The commercial name of white and coloured cement in India, is
690 - The commercial name of white and coloured cement in India, is
all the above.
691 - The commonly used material in the manufacture of cement is
691 - The commonly used material in the manufacture of cement is
lime stone
692 - The compaction of concrete, improves
692 - The compaction of concrete, improves
all the above.
693 - The compressive strength of 100 mm cube as compared to 150 mm cube is always_______________?
693 - The compressive strength of 100 mm cube as compared to 150 mm cube is always_______________?
more
694 - The compressive strength of no fines concrete varies between __________
694 - The compressive strength of no fines concrete varies between __________
4-14 MPa
695 - The compressive strength varies from ____________
695 - The compressive strength varies from ____________
200-550 kg/cm2
696 - The concrete mix which causes difficulty in obtaining a smooth finish, possess
696 - The concrete mix which causes difficulty in obtaining a smooth finish, possess
hardness
697 - The condition not applicable to water cement ratio law, is
697 - The condition not applicable to water cement ratio law, is
concrete specimens may be tested at any temperature
698 - The construction joints in cement concrete ___________
698 - The construction joints in cement concrete ___________
Should not be provided at the corners
699 - The continuous strain, which the concrete undergoes due to application of external loads, is called __________
699 - The continuous strain, which the concrete undergoes due to application of external loads, is called __________
Creep
700 - The datum temperature for maturity by Plowman, is
700 - The datum temperature for maturity by Plowman, is
- 11.7°C
701 - The density of concrete made with saturated aggregate is ___________
701 - The density of concrete made with saturated aggregate is ___________
High
702 - The design yield stress of steel according to IS: 456-1978 is_______________?
702 - The design yield stress of steel according to IS: 456-1978 is_______________?
0.87 fy
703 - The development of first 28 days strength is on account of the hydration of __
703 - The development of first 28 days strength is on account of the hydration of __
C3S
704 - The diameter of the Vicat plunger is 10 mm and its length varies from
704 - The diameter of the Vicat plunger is 10 mm and its length varies from
40 mm to 50 mm
705 - The diameter of ties in a column should be_______________?
705 - The diameter of ties in a column should be_______________?
more than 5 mm and also more than one-fourth of diameter of main bar
706 - The dimensions of a 35 litre forma for measuring aggregates by volume, are :
706 - The dimensions of a 35 litre forma for measuring aggregates by volume, are :
length 27 cm, breadth 27 cm, height 48 cm
707 - The effect of creep on modular ratio is__________________?
707 - The effect of creep on modular ratio is__________________?
to increase it
708 - The entrained air in concrete
708 - The entrained air in concrete
increases workability
709 - The exposure of conventional mixing in open bowl is about ___________ ppm in the breathing zone.
709 - The exposure of conventional mixing in open bowl is about ___________ ppm in the breathing zone.
10
710 - The factor of safety for______________?
710 - The factor of safety for______________?
steel is lower than that for concrete
711 - The factor which affects workability, is
711 - The factor which affects workability, is
all the above.
712 - The final operation of finishing floors, is known as
712 - The final operation of finishing floors, is known as
trowelling
713 - The final operation of finishing the concrete surface is called _____________
713 - The final operation of finishing the concrete surface is called _____________
Troweling
714 - The fineness modulus of fine aggregate is in the range of______________?
714 - The fineness modulus of fine aggregate is in the range of______________?
2.0 to 3.5
715 - The flexural strength (or modulus of rupture) is obtained for the first peak load, Pmax as:_______________
715 - The flexural strength (or modulus of rupture) is obtained for the first peak load, Pmax as:_______________
Pmax * L/bd2
716 - The following proportion of the ingredients of concrete mix, is not in conformation to arbitrary method of proportioning
716 - The following proportion of the ingredients of concrete mix, is not in conformation to arbitrary method of proportioning
31-Dec-1899
717 - The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is
717 - The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is
150 kg/cm2
718 - The grade of concrete not recommended by I.S. : 456, is
718 - The grade of concrete not recommended by I.S. : 456, is
M 500
719 - The grain density of the clay powders was measured using _______
719 - The grain density of the clay powders was measured using _______
Pycnometer
720 - The high strength of rapid hardening cement at early stage, is due to its
720 - The high strength of rapid hardening cement at early stage, is due to its
increased lime cement
721 - The hydration that provides the initial mix and chemical bond of the concrete’s ingredients is the
721 - The hydration that provides the initial mix and chemical bond of the concrete’s ingredients is the
First step
722 - The impurity of mixing water which affects the setting time and strength of concrete, is
722 - The impurity of mixing water which affects the setting time and strength of concrete, is
sodium carbonates and bicarbonates
723 - The increased cohesiveness of concrete, makes it
723 - The increased cohesiveness of concrete, makes it
less liable to segregation
724 - The indenter used in Brinell hardness test is a ____________
724 - The indenter used in Brinell hardness test is a ____________
Cone
725 - The indenter used in Brinell hardness test is a ________________
725 - The indenter used in Brinell hardness test is a ________________
Cone
726 - The individual variation between test strength of sample should not be more than______________?
726 - The individual variation between test strength of sample should not be more than______________?
± 15% of average
727 - The interference field near the face of a transducer is often referred to as the ______________
727 - The interference field near the face of a transducer is often referred to as the ______________
Fresnel zone
728 - The internal dimensions of a ware house are 15 m x 5.6 m, and the maximum height of piles is 2.70 m, the maximum number of bags to be stored in two piles, are
728 - The internal dimensions of a ware house are 15 m x 5.6 m, and the maximum height of piles is 2.70 m, the maximum number of bags to be stored in two piles, are
3000 bags
729 - The levelling operation that removes humps and hollows and give a true, uniform concrete surface is called ____________
729 - The levelling operation that removes humps and hollows and give a true, uniform concrete surface is called ____________
Screeding
730 - The levelling operation that removes humps and hollows and give a true, uniform concrete surface is called ____________
730 - The levelling operation that removes humps and hollows and give a true, uniform concrete surface is called ____________
Screeding
731 - The light weight aggregates are obtained from
731 - The light weight aggregates are obtained from
Volcanic source
732 - The light weight aggregates are obtained from
732 - The light weight aggregates are obtained from
volcanic source.
733 - The light-weight concrete is prepared by ________
733 - The light-weight concrete is prepared by ________
Using coke-breeze, slag as aggregate in the concrete
734 - The light-weight concrete is prepared by ____________
734 - The light-weight concrete is prepared by ____________
Using coke-breeze, slag as aggregate in the concrete
735 - The light-weight concrete is prepared by ____________
735 - The light-weight concrete is prepared by ____________
Using coke-breeze, cinder or slag as aggregate in the concrete
736 - The limits of percentage p of the longitudinal reinforce-ment in a column is given by_____________?
736 - The limits of percentage p of the longitudinal reinforce-ment in a column is given by_____________?
0.8% to 6%
737 - The load carrying capacity of a helically reinforced column as compared to that of a tied column is about________________?
737 - The load carrying capacity of a helically reinforced column as compared to that of a tied column is about________________?
5% more
738 - The loss in weight should not exceed __ % when tested with Na2SO4 and __ % with MgSO4 solution.
738 - The loss in weight should not exceed __ % when tested with Na2SO4 and __ % with MgSO4 solution.
12, 18
739 - The loss in weight should not exceed __ percent when tested with sodium sulphate and __ percent with magnesium sulphate solution.
739 - The loss in weight should not exceed __ percent when tested with sodium sulphate and __ percent with magnesium sulphate solution.
12, 18
740 - The loss in weight should not exceed __ percent when tested with sodium sulphate and __ percent with magnesium sulphate solution.
740 - The loss in weight should not exceed __ percent when tested with sodium sulphate and __ percent with magnesium sulphate solution.
12, 18
741 - The loss in weight should not exceed ______ percent when tested with sodium sulphate and ______ percent with magnesium sulphate solution.
741 - The loss in weight should not exceed ______ percent when tested with sodium sulphate and ______ percent with magnesium sulphate solution.
12, 18
742 - The loss in weight should not exceed ______________ percent when tested with sodium sulphate and ________ percent with magnesium sulphate solution.
742 - The loss in weight should not exceed ______________ percent when tested with sodium sulphate and ________ percent with magnesium sulphate solution.
12, 18
743 - The lower the w/c ratio, ________ the strength of concrete
743 - The lower the w/c ratio, ________ the strength of concrete
Higher
744 - The lower water cement ratio in concrete, introduces
744 - The lower water cement ratio in concrete, introduces
all the above.
745 - The magnitude of autogenous shrinkage is ________
745 - The magnitude of autogenous shrinkage is ________
0.01
746 - The main object of compaction of concrete, is:
746 - The main object of compaction of concrete, is:
all the above.
747 - The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone_________________?
747 - The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone_________________?
bond stress
748 - The material used for UHPC provides compressive strengths up to
748 - The material used for UHPC provides compressive strengths up to
29000 psi
749 - The material used for UHPC provides compressive strengths up to __________
749 - The material used for UHPC provides compressive strengths up to __________
29000 psi
750 - The material used for UHPC provides flexural strengths up to _________
750 - The material used for UHPC provides flexural strengths up to _________
7000 psi
751 - The maturity method is a ___________ approach to predict the early age strength gain of concrete.
751 - The maturity method is a ___________ approach to predict the early age strength gain of concrete.
Convenient
752 - The maximum amount of dust which may be permitted in aggregates is
752 - The maximum amount of dust which may be permitted in aggregates is
all the above.
753 - The maximum percentage of chemical ingredient of cement is that of
753 - The maximum percentage of chemical ingredient of cement is that of
lime
754 - The maximum thickness of concrete floor of a cement warehouse, is
754 - The maximum thickness of concrete floor of a cement warehouse, is
25 cm
755 - The maximum value of hoop compression in a dome is given by___________________?
755 - The maximum value of hoop compression in a dome is given by___________________?
wR/2d
756 - The mineral oil if present in mixing for concrete
756 - The mineral oil if present in mixing for concrete
Improves strength
757 - The mineral oil if present in mixing for concrete ______________
757 - The mineral oil if present in mixing for concrete ______________
Improves strength
758 - The minimum cover to the ties or spirals should not be less than________________?
758 - The minimum cover to the ties or spirals should not be less than________________?
25 mm
759 - The minimum diameter of longitudinal bars in a column is________________?
759 - The minimum diameter of longitudinal bars in a column is________________?
12 mm
760 - The minimum percentage of chemical ingredient of cement is that of
760 - The minimum percentage of chemical ingredient of cement is that of
magnesium oxide
761 - The minimum water to cement ratio for cement concrete to hydrate is ___
761 - The minimum water to cement ratio for cement concrete to hydrate is ___
0.38
762 - The mixture of different ingredients of cement, is burnt at
762 - The mixture of different ingredients of cement, is burnt at
1400°C
763 - The moisture content of the aggregate shall not exceed from ____________
763 - The moisture content of the aggregate shall not exceed from ____________
.1% – .5%
764 - The most useless aggregate is one whose surface texture is
764 - The most useless aggregate is one whose surface texture is
glassy
765 - The number of cylces per second is the definition of ____________
765 - The number of cylces per second is the definition of ____________
Hertz
766 - The operation of removing humps and hollows of uniform concrete surface, is known as
766 - The operation of removing humps and hollows of uniform concrete surface, is known as
screeding
767 - The percentage of the aggregate of F.M. 2.6 to be combined with coarse aggregate of F.M. 6.8 for obtaining the aggregates of F.M. 5.4, is
767 - The percentage of the aggregate of F.M. 2.6 to be combined with coarse aggregate of F.M. 6.8 for obtaining the aggregates of F.M. 5.4, is
0.5
768 - The percentage of voids in cement is approximately_______________?
768 - The percentage of voids in cement is approximately_______________?
0.4
769 - The permissible diagonal tensile stress in reinforced brick work is_____________?
769 - The permissible diagonal tensile stress in reinforced brick work is_____________?
about 0.1 N/mm2
770 - The philosophy of prescribing low ____________ cement to improve resistance to sulphate attack.
770 - The philosophy of prescribing low ____________ cement to improve resistance to sulphate attack.
C3A
771 - The philosophy of prescribing low ____________ cement to improve resistance to sulphate attack.
771 - The philosophy of prescribing low ____________ cement to improve resistance to sulphate attack.
C3A
772 - The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds
772 - The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds
15 kg/cm2
773 - The process of hardening the concrete by keeping its surface moist is known
773 - The process of hardening the concrete by keeping its surface moist is known
curing
774 - The process of hardening the concrete mixes by keeping its surface moist for a certain period is called ____________
774 - The process of hardening the concrete mixes by keeping its surface moist for a certain period is called ____________
Curing
775 - The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than
775 - The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than
30 minutes
776 - The process of proper and accurate measurement of concrete ingredients for uniformity of proportion, is known
776 - The process of proper and accurate measurement of concrete ingredients for uniformity of proportion, is known
batching
777 - The process of removing the irregularities from the surface of concrete left after screeding is called floating.
777 - The process of removing the irregularities from the surface of concrete left after screeding is called floating.
TRUE
778 - The produce impermeable concrete
778 - The produce impermeable concrete
all the above.
779 - The property of a material that resists penetration or indentation by means of abrasion or scratching is known as ___________
779 - The property of a material that resists penetration or indentation by means of abrasion or scratching is known as ___________
Hardness
780 - The property of a material that resists penetration or indentation by means of abrasion or scratching is known as ____________
780 - The property of a material that resists penetration or indentation by means of abrasion or scratching is known as ____________
Hardness
781 - The property of fresh concrete, in which the water in the mix tends to rise to the surface while placing and compacting, is called________________?
781 - The property of fresh concrete, in which the water in the mix tends to rise to the surface while placing and compacting, is called________________?
bleeding
782 - The purpose of reinforcement in prestressed concrete is________________?
782 - The purpose of reinforcement in prestressed concrete is________________?
to impart initial compressive stress in concrete
783 - The quality of concrete, specifically a ____________ cement content, is the best protection against sulphate attack.
783 - The quality of concrete, specifically a ____________ cement content, is the best protection against sulphate attack.
High
784 - The quality of concrete, specifically a ____________ cement content, is the best protection against sulphate attack.
784 - The quality of concrete, specifically a ____________ cement content, is the best protection against sulphate attack.
High
785 - The quality of concrete, specifically a ____________ permeability, is the best protection against sulphate attack.
785 - The quality of concrete, specifically a ____________ permeability, is the best protection against sulphate attack.
Low
786 - The quality of concrete, specifically a ____________ permeability, is the best protection against sulphate attack.
786 - The quality of concrete, specifically a ____________ permeability, is the best protection against sulphate attack.
Low
787 - The quality of concrete, specifically a ____________ w/c ratio, is the best protection against sulphate attack.
787 - The quality of concrete, specifically a ____________ w/c ratio, is the best protection against sulphate attack.
Low
788 - The quality of concrete, specifically a ____________ w/c ratio, is the best protection against sulphate attack.
788 - The quality of concrete, specifically a ____________ w/c ratio, is the best protection against sulphate attack.
Low
789 - The range of the density for this concrete is ___________
789 - The range of the density for this concrete is ___________
3400-5600 kg/cu m
790 - The rate of creep generally ____ with the ____ of the size of aggregates.
790 - The rate of creep generally ____ with the ____ of the size of aggregates.
Increase, decrease
791 - The rate of creep generally _________ with the _________ of the size of aggregates.
791 - The rate of creep generally _________ with the _________ of the size of aggregates.
Increase, decrease
792 - The rate of creep generally ____________ with the ____________ of the size of aggregates.
792 - The rate of creep generally ____________ with the ____________ of the size of aggregates.
Increase, decrease
793 - The rate of creep rapidly ________ with time.
793 - The rate of creep rapidly ________ with time.
Decrease
794 - The rate of creep rapidly _________ with time.
794 - The rate of creep rapidly _________ with time.
Decrease
795 - The rate of creep rapidly ___________ with time.
795 - The rate of creep rapidly ___________ with time.
Decrease
796 - The ratio of the length to breadth of a wooden float, is
796 - The ratio of the length to breadth of a wooden float, is
7.5
797 - The ratio of the mass of the aggregate dried in an oven at ___________ for 24 hours to the mass of the water occupying a volume equal to that of solid.
797 - The ratio of the mass of the aggregate dried in an oven at ___________ for 24 hours to the mass of the water occupying a volume equal to that of solid.
100-110oC
798 - The raw materials is so hard (solid) that they ___ disintegrate by water.
798 - The raw materials is so hard (solid) that they ___ disintegrate by water.
do not
799 - The recommended value of modular ratio for reinforced brick work is______________?
799 - The recommended value of modular ratio for reinforced brick work is______________?
40
800 - The relative humidity of laboratory should be ___________ for standard consistency.
800 - The relative humidity of laboratory should be ___________ for standard consistency.
65 ± 5%
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