MCQOPTIONS
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MCQOPTIONS
This section includes 16 Mcqs, each offering curated multiple-choice questions to sharpen your Prestressed Concrete Structures knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
The loss of change of temperature is between ____________ |
| A. | Tension and transfer |
| B. | Compression and prestress |
| C. | Bending and shear |
| D. | Principle stress and loading |
| Answer» B. Compression and prestress | |
| 2. |
The rise in temperature in loss of prestress causes ____________ |
| A. | Partial transfer |
| B. | Shifting of prestress |
| C. | Full transfer of prestress |
| D. | Prestress elongation |
| Answer» B. Shifting of prestress | |
| 3. |
The sudden changes in loss of prestress may be due to ____________ |
| A. | Humidity |
| B. | Temperature |
| C. | Frost |
| D. | Steel |
| Answer» C. Frost | |
| 4. |
The concrete members which are prestressed by providing the tensioned tendons are termed as ____________ |
| A. | Pre tensioning members |
| B. | Internally prestressed members |
| C. | Linear prestressed members |
| D. | Circular prestressed members |
| Answer» C. Linear prestressed members | |
| 5. |
The frictional and anchorage slip losses are observed in ____________ |
| A. | Post tensioned members |
| B. | Pretensioned members |
| C. | Ruptured members |
| D. | Tensile members |
| Answer» B. Pretensioned members | |
| 6. |
The loss in prestress is necessary to make an estimate of ____________ |
| A. | Design |
| B. | Loading |
| C. | Appearance |
| D. | Shear |
| Answer» B. Loading | |
| 7. |
THE_RISE_IN_TEMPERATURE_IN_LOSS_OF_PRESTRESS_CAUSES:?$ |
| A. | Partial transfer |
| B. | Shifting of prestress |
| C. | Full transfer of prestress |
| D. | Prestress elongation |
| Answer» B. Shifting of prestress | |
| 8. |
The_loss_of_change_of_temperature_is_between:$ |
| A. | Tension and transfer |
| B. | Compression and prestress |
| C. | Bending and shear |
| D. | Principle stress and loading |
| Answer» B. Compression and prestress | |
| 9. |
The sudden changes in loss of prestress may be due to? |
| A. | Humidity |
| B. | Temperature |
| C. | Frost |
| D. | Steel |
| Answer» C. Frost | |
| 10. |
Which of the following is a loss of prestress in post tensioned members? |
| A. | Loss due to slip of anchorages |
| B. | Loss due to deformations |
| C. | Loss due to tensioning |
| D. | Loss due to pumped concrete |
| Answer» B. Loss due to deformations | |
| 11. |
The concrete members which are prestressed by providing the tensioned tendons are termed as: |
| A. | Pre tensioning members |
| B. | Internally prestressed members |
| C. | Linear prestressed members |
| D. | Circular prestressed members |
| Answer» C. Linear prestressed members | |
| 12. |
The frictional and anchorage slip losses are observed in: |
| A. | Post tensioned members |
| B. | Pretensioned members |
| C. | Ruptured members |
| D. | Tensile members |
| Answer» B. Pretensioned members | |
| 13. |
How many types of loss in prestress are observed in post tensioned members? |
| A. | 8 |
| B. | 10 |
| C. | 4 |
| D. | 6 |
| Answer» E. | |
| 14. |
How many types of losses in prestress are observed in pretensioned member? |
| A. | 7 |
| B. | 8 |
| C. | 4 |
| D. | 2 |
| Answer» D. 2 | |
| 15. |
The loss in prestress is necessary to make an estimate of: |
| A. | Design |
| B. | Loading |
| C. | Appearance |
| D. | Shear |
| Answer» B. Loading | |
| 16. |
The initial prestress in concrete with ongoing time undergoes? |
| A. | Reduction |
| B. | Increment |
| C. | Bending |
| D. | Stressing |
| Answer» B. Increment | |