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. |
In case of designing the formwork, the use of cab cables is ____________ |
| A. | Considered |
| B. | Not considered |
| C. | Made equal |
| D. | Made Zero |
| Answer» B. Not considered | |
| 2. |
The cost of end anchorage steel compared to entire structural element is ____________ |
| A. | High |
| B. | Low |
| C. | Equal |
| D. | Zero |
| Answer» C. Equal | |
| 3. |
In case of end blocks, the steel case should be provided with bearing plates to overcome ____________ |
| A. | Overlapping |
| B. | Compression |
| C. | Tensioning |
| D. | Torsion |
| Answer» B. Compression | |
| 4. |
The secondary reinforcements can be bent if the suitable packets are provided behind the ____________ |
| A. | Tendons |
| B. | Jacks |
| C. | Springs |
| D. | Anchorages |
| Answer» E. | |
| 5. |
The arrangement of reinforcement in end blocks like links, loops, helices, mats are placed in ____________ |
| A. | Linear directions |
| B. | Parallel directions |
| C. | Perpendicular directions |
| D. | Angular directions |
| Answer» D. Angular directions | |
| 6. |
The designed anchorage zone in the main reinforcement using transverse stress distribution should withstand the ____________ |
| A. | Compression tension |
| B. | Bursting tension |
| C. | Anchorage tension |
| D. | Principal tension |
| Answer» C. Anchorage tension | |
| 7. |
THE_COST_OF_END_ANCHORAGE_STEEL_COMPARED_TO_ENTIRE_STRUCTURAL_ELEMENT_IS:?$ |
| A. | High |
| B. | Low |
| C. | Equal |
| D. | Zero |
| Answer» C. Equal | |
| 8. |
In_case_of_designing_the_formwork,_the_use_of_cab_cables_is:$ |
| A. | Considered |
| B. | Not considered |
| C. | Made equal |
| D. | Made Zero |
| Answer» B. Not considered | |
| 9. |
In case of end blocks, the steel case should be provided with bearing plates to overcome? |
| A. | Overlapping |
| B. | Compression |
| C. | Tensioning |
| D. | Torsion |
| Answer» B. Compression | |
| 10. |
The secondary reinforcements can be bent if the suitable packets are provided behind the: |
| A. | Tendons |
| B. | Jacks |
| C. | Springs |
| D. | Anchorages |
| Answer» E. | |
| 11. |
What should be provided in case of end zone reinforcements to prevent failure of corner zones? |
| A. | Ducts |
| B. | Anchorages |
| C. | Hair pin bars |
| D. | Transverse bars |
| Answer» D. Transverse bars | |
| 12. |
Which are necessary in case of short bond length, along with the deformed bars, loops? |
| A. | Parallel bends |
| B. | Right angle bends |
| C. | Transverse bends |
| D. | Tensile bends |
| Answer» C. Transverse bends | |
| 13. |
Which is more efficient than mat reinforcement? |
| A. | Helical reinforcements |
| B. | Loops reinforcements |
| C. | Links |
| D. | Hair pin bars |
| Answer» B. Loops reinforcements | |
| 14. |
The arrangement of reinforcement in end blocks like links, loops, helices, mats are placed in: |
| A. | Linear directions |
| B. | Parallel directions |
| C. | Perpendicular directions |
| D. | Angular directions |
| Answer» D. Angular directions | |
| 15. |
The designed anchorage zone in the main reinforcement using transverse stress distribution should withstand the: |
| A. | Compression tension |
| B. | Bursting tension |
| C. | Anchorage tension |
| D. | Principal tension |
| Answer» C. Anchorage tension | |
| 16. |
What are necessary to prevent failure at the end zones, in the transfer zone of pretensioned beams? |
| A. | Reinforcements |
| B. | Blocks |
| C. | Anchorages |
| D. | Tendons |
| Answer» B. Blocks | |