 
			 
			MCQOPTIONS
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				This section includes 12 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. | Creep is ____ to the strength of concrete. | 
| A. | Equal | 
| B. | Similar | 
| C. | Directly proportional | 
| D. | Inversely proportional | 
| Answer» E. | |
| 2. | At the construction stage, binding wires ____________ | 
| A. | Should touch the formwork | 
| B. | Should not touch the formwork | 
| C. | To be turned outside | 
| D. | To be turned whole structure | 
| Answer» C. To be turned outside | |
| 3. | Cement not more than ________ months old should be used. | 
| A. | 1 | 
| B. | 1.5 | 
| C. | 2 | 
| D. | 3 | 
| Answer» E. | |
| 4. | CREEP_IS______TO_THE_STRENGTH_OF_CONCRETE.?$ | 
| A. | Equal | 
| B. | Similar | 
| C. | Directly proportional | 
| D. | Inversely proportional | 
| Answer» E. | |
| 5. | What_is_elastic_strains?$ | 
| A. | These are the instantaneous deformations that occur when an external stress is first applied | 
| B. | These deformations occur either on loss of moisture from the concrete on cooling of concrete | 
| C. | It is the time-dependent deformation that occurs on the prolonged application of stress | 
| D. | Any one or combinations of the above types of deformations in a hardened concrete leads to cracking | 
| Answer» B. These deformations occur either on loss of moisture from the concrete on cooling of concrete | |
| 6. | At the construction stage, binding wires ___________? | 
| A. | Should touch the formwork | 
| B. | Should not touch the formwork | 
| C. | To be turned outside | 
| D. | To be turned whole structure | 
| Answer» C. To be turned outside | |
| 7. | Powder epoxy is fusion bonded to bar at about _________0C temperature. | 
| A. | 100 | 
| B. | 250 | 
| C. | 300 | 
| D. | 350 | 
| Answer» C. 300 | |
| 8. | What should be the minimum water cement ratio? | 
| A. | .45 | 
| B. | .5 | 
| C. | <.45 | 
| D. | >.45 | 
| Answer» D. >.45 | |
| 9. | Symptoms for aggressive ASR? | 
| A. | It will show disintegration of the concrete evidenced by loss of the cement paste | 
| B. | It will show concrete surfaces that are very rough in areas where the paste is leached | 
| C. | Affected concrete does not exhibit telltale features too distinctly | 
| D. | Expansion does not occur without reaction products | 
| Answer» E. | |
| 10. | Symptoms for aggressive ACR reaction? | 
| A. | It will show disintegration of the concrete evidenced by loss of the cement paste | 
| B. | It will show concrete surfaces that are very rough in areas where the paste is leached | 
| C. | Affected concrete does not exhibit telltale features too distinctly | 
| D. | Expansion does not occur without reaction products | 
| Answer» D. Expansion does not occur without reaction products | |
| 11. | Symptoms for aggressive water attack? | 
| A. | It will show disintegration of the concrete evidenced by loss of the cement paste | 
| B. | It will show concrete surfaces that are very rough in areas where the paste is leached | 
| C. | Affected concrete does not exhibit telltale features too distinctly | 
| D. | Expansion does not occur without reaction products | 
| Answer» C. Affected concrete does not exhibit telltale features too distinctly | |
| 12. | Symptoms for acid attack? | 
| A. | It will show disintegration of the concrete evidenced by loss of the cement paste | 
| B. | It will show concrete surfaces that are very rough in areas where the paste is leached | 
| C. | Affected concrete does not exhibit telltale features too distinctly | 
| D. | Expansion does not occur without reaction products | 
| Answer» B. It will show concrete surfaces that are very rough in areas where the paste is leached | |