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				This section includes 31 Mcqs, each offering curated multiple-choice questions to sharpen your Concrete Technology knowledge and support exam preparation. Choose a topic below to get started.
| 1. | The degree of workability of Indian standard method is ___________ | 
| A. | 0.8 | 
| B. | 0.50 | 
| C. | 0.60 | 
| D. | 0.20 | 
| Answer» B. 0.50 | |
| 2. | The water cement ratio used for British DOE method is ___________ | 
| A. | 0.7 | 
| B. | 0.5 | 
| C. | 0.9 | 
| D. | 0.7 | 
| Answer» C. 0.9 | |
| 3. | The full form of ACI method for mix design proportion is ___________ | 
| A. | American committee institute | 
| B. | American council institute | 
| C. | American concrete institute | 
| D. | American cement institute | 
| Answer» D. American cement institute | |
| 4. | The cube strength of concrete required for both pre tensioning and post tensioning according to Indian standard codes are ___________ | 
| A. | 30 and 20 | 
| B. | 15 and 25 | 
| C. | 40 and 30 | 
| D. | 45 and 35 | 
| Answer» E. | |
| 5. | In high strength concrete, high modulus of elasticity in the beam is due to ___________ | 
| A. | Elastic and creep strains | 
| B. | Principle tensile stresses | 
| C. | Reinforced beams | 
| D. | Vibration | 
| Answer» B. Principle tensile stresses | |
| 6. | High strength concrete resists ___________ | 
| A. | Levelling | 
| B. | Bursting | 
| C. | Tangent moments | 
| D. | Trapezoidal moments | 
| Answer» C. Tangent moments | |
| 7. | The developments in the field of concrete mix design gave compressive strength ranging between ___________ | 
| A. | 30-70 | 
| B. | 70-100 | 
| C. | 35-45 | 
| D. | 30-80 | 
| Answer» C. 35-45 | |
| 8. | High strength concrete is defined purely on the basis __________ | 
| A. | Compressive strength | 
| B. | Poor strength | 
| C. | Tensile strength | 
| D. | Good strength | 
| Answer» B. Poor strength | |
| 9. | Use of HSC in column ___________ | 
| A. | Decrease the no of steel required in the same column | 
| B. | Increase the no of steel required in the same column | 
| C. | Decrease the no of steel required in the different column | 
| D. | Increase the no of steel required in the different column | 
| Answer» B. Increase the no of steel required in the same column | |
| 10. | Use of HSC in column __________ | 
| A. | It increase the size of the column | 
| B. | It decrease the size of the column | 
| C. | Doesn’t affect | 
| D. | Decrease the strength | 
| Answer» C. Doesn’t affect | |
| 11. | In bridges, HSC is used. | 
| A. | True | 
| B. | False | 
| Answer» B. False | |
| 12. | Maximum size of aggregates are used to produce 70MPa compressive strength is ________ | 
| A. | 20-30 mm | 
| B. | 10-20 mm | 
| C. | 30-40 mm | 
| D. | 40-50 mm | 
| Answer» B. 10-20 mm | |
| 13. | THE_WATER_CEMENT_RATIO_USED_FOR_BRITISH_DOE_METHOD_IS:?$ | 
| A. | 0.7 | 
| B. | 0.5 | 
| C. | 0.9 | 
| D. | 0.7 | 
| Answer» C. 0.9 | |
| 14. | USE_OF_HSC_IN_COLUMN____________?$ | 
| A. | Decrease the no of steel required in the same column | 
| B. | Increase the no of steel required in the same column | 
| C. | Decrease the no of steel required in the different column | 
| D. | Increase the no of steel required in the different column | 
| Answer» B. Increase the no of steel required in the same column | |
| 15. | The_degree_of_workability_of_Indian_standard_method_is:$ | 
| A. | 0.80 | 
| B. | 0.50 | 
| C. | 0.60 | 
| D. | 0.20 | 
| Answer» B. 0.50 | |
| 16. | High_strength_concrete_is_defined_purely_on_the_basis___________$ | 
| A. | Compressive strength | 
| B. | Poor strength | 
| C. | Tensile strength | 
| D. | Good strength | 
| Answer» B. Poor strength | |
| 17. | In which method, high strength concrete mixes are designed by relating compressive strength to reference number? | 
| A. | Erntroy and Shack locks | 
| B. | American concrete institute method | 
| C. | British DOE method | 
| D. | Indian standard code method | 
| Answer» B. American concrete institute method | |
| 18. | Use of HSC in column _________? | 
| A. | It increase the size of the column | 
| B. | It decrease the size of the column | 
| C. | Doesn’t affect | 
| D. | Decrease the strength | 
| Answer» C. Doesn‚Äö√Ñ√∂‚àö√ë‚àö¬•t affect | |
| 19. | The full form of ACI method for mix design proportion is: | 
| A. | American committee institute | 
| B. | American council institute | 
| C. | American concrete institute | 
| D. | American cement institute | 
| Answer» D. American cement institute | |
| 20. | “In bridges, HSC is used”. Is it true or false?$ | 
| A. | True | 
| B. | False | 
| Answer» B. False | |
| 21. | The cube strength of concrete required for both pre tensioning and post tensioning according to Indian standard codes are: | 
| A. | 30 and 20 | 
| B. | 15 and 25 | 
| C. | 40 and 30 | 
| D. | 45 and 35 | 
| Answer» E. | |
| 22. | Maximum size of aggregates are used to produce 100MPa compressive strength is __________ | 
| A. | 20-30 mm | 
| B. | 10-20 mm | 
| C. | 30-40 mm | 
| D. | 40-50 mm | 
| Answer» C. 30-40 mm | |
| 23. | Which of the following is the Indian code used for high strength concrete mixes? | 
| A. | IS 1343-1980 | 
| B. | IS 10263-1982 | 
| C. | IS 384-1980 | 
| D. | IS 457-1979 | 
| Answer» B. IS 10263-1982 | |
| 24. | Maximum size of aggregates are used to produce 70MPa compressive strength is ________ | 
| A. | 20-30 mm | 
| B. | 10-20 mm | 
| C. | 30-40 mm | 
| D. | 40-50 mm | 
| Answer» B. 10-20 mm | |
| 25. | Which of the following is one of the standard codes used for designing high strength concrete mixes? | 
| A. | BS 8110-1985 | 
| B. | BS 883-1974 | 
| C. | BS 8113-1986 | 
| D. | BS 886-1976 | 
| Answer» B. BS 883-1974 | |
| 26. | Which type of aggregates are used to produce 70MPa compressive strength? | 
| A. | All in one | 
| B. | Fine | 
| C. | Coarse | 
| D. | Flaky | 
| Answer» D. Flaky | |
| 27. | In high strength concrete, high modulus of elasticity in the beam is due to: | 
| A. | Elastic and creep strains | 
| B. | Principle tensile stresses | 
| C. | Reinforced beams | 
| D. | Vibration | 
| Answer» B. Principle tensile stresses | |
| 28. | Due to low w/c ratio ___________ | 
| A. | It doesn’t cause any problems | 
| B. | It causes problems | 
| C. | Workability is easy | 
| D. | Strength is more | 
| Answer» C. Workability is easy | |
| 29. | High strength concrete resists: | 
| A. | Levelling | 
| B. | Bursting | 
| C. | Tangent moments | 
| D. | Trapezoidal moments | 
| Answer» C. Tangent moments | |
| 30. | What could be the possible answer among the following for water cement ratio for high strength concrete? | 
| A. | .5 | 
| B. | .45 | 
| C. | .4 | 
| D. | .35 | 
| Answer» E. | |
| 31. | What could be the possible answer among the following for compressive strength of high strength concrete? | 
| A. | 10MPa | 
| B. | 20MPa | 
| C. | 30MPa | 
| D. | 40MPa | 
| Answer» E. | |