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				This section includes 22 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. | Calculate circumferential prestress if loss ratio 0.75, thickness is 120mm, working pressure is 1n/mm2 and Nd is given as 840n/mm? | 
| A. | 10.75n/mm2 | 
| B. | 14.8n/mm2 | 
| C. | 12.6n/mm2 | 
| D. | 10.65n/mm2 | 
| Answer» B. 14.8n/mm2 | |
| 2. | The most common method of wire wrapping for circular tanks consists of __________ | 
| A. | VBR machine | 
| B. | Slump cone | 
| C. | Cassagrande apparatus | 
| D. | Traction machine | 
| Answer» E. | |
| 3. | In the fixed base joint the junction is between the tank wall and __________ | 
| A. | Slab | 
| B. | Footing | 
| C. | Beams | 
| D. | Columns | 
| Answer» C. Beams | |
| 4. | In the case of large tanks, the base slabs is subdivided by __________ | 
| A. | Water | 
| B. | Joints | 
| C. | Scale | 
| D. | Lines | 
| Answer» C. Scale | |
| 5. | The metal linear concept in prestressed tanks has proved to be success in case of __________ | 
| A. | Air tanks | 
| B. | Water tanks | 
| C. | Fluid tanks | 
| D. | Vapour tanks | 
| Answer» C. Fluid tanks | |
| 6. | Prestressed concrete although it is water tight, it is not __________ | 
| A. | Gas tight | 
| B. | Liquid tight | 
| C. | Vapour tight | 
| D. | Material tight | 
| Answer» B. Liquid tight | |
| 7. | Prestressed concrete tanks have been widely used for the storage of __________ | 
| A. | Gas | 
| B. | Air | 
| C. | Fluids | 
| D. | Water | 
| Answer» D. Water | |
| 8. | CALCULATE_MINIMUM_WALL_THICKNESS_GIVEN_A_CYLINDRICAL_PRESTRESSED_WATER_TANK_OF_INTERNAL_DIAMETER_30M_OVER_A_DEPTH_OF_7.5M_AND_THE_PERMISSIBLE_COMPRESSIVE_STRESS_AT_TRANSFER_IS_13N/MM2_AND_THE_MAXIMUM_COMPRESSIVE_STRESS_UNDER_WORKING_PRESSURE_IS_1N/MM2_AND_THE_LOSS_RATIO_IS_0.75??$ | 
| A. | 43.8 | 
| B. | 82.3 | 
| C. | 64.5 | 
| D. | 90.4 | 
| Answer» C. 64.5 | |
| 9. | Calculate vertical prestressing force if wires of 5mm diameter with an initial stress of 1000n/mm2 are available for circumferential winding and Freyssinet cables made up of 12 wires of 8mm diameter stressed to 1200n/mm2 are to be used for vertical prestressing?$ | 
| A. | 15 | 
| B. | 12 | 
| C. | 8 | 
| D. | 4 | 
| Answer» C. 8 | |
| 10. | Calculate_circumferential_prestress_of_a_cylindrical_prestressed_concrete_water_tank_given_that_the_thickness_is_12mm,_loss_ratio_is_0.75,_the_maximum_stress_under_working_pressure_is_1n/mm2(Nd_value_is_720)?$ | 
| A. | 9.4n/mm<sup>2</sup> | 
| B. | 5.6n/mm<sup>2</sup> | 
| C. | 11.2n/mm<sup>2</sup> | 
| D. | 15.2n/mm<sup>2</sup> | 
| Answer» B. 5.6n/mm<sup>2</sup> | |
| 11. | Find vertical prestressing force if characteristic strength is 8.2, wires are stressed at 1000n/mm2, diameter is 150mm? | 
| A. | 1500kn | 
| B. | 1230kn | 
| C. | 4567kn | 
| D. | 8967kn | 
| Answer» C. 4567kn | |
| 12. | Calculate the maximum vertical moment due to prestress if given self weight moment is 16.5kn/m, thickness is 0.115m and loss ratio is 0.0075? | 
| A. | 15.4 | 
| B. | 21.5 | 
| C. | 25.4 | 
| D. | 2.6 | 
| Answer» D. 2.6 | |
| 13. | Calculate the spacing of 5mm wires having a loss ratio of 0.075, compressive stress is 10.75n/mm2, 5mm diameter wires stress is 1000n/mm2, 12 wires of 8mm diameter are stressed to 1200n/mm2(Nd = 840n/mm2)? | 
| A. | 15.4mm | 
| B. | 11.6mm | 
| C. | 12.4mm | 
| D. | 18.5mm | 
| Answer» C. 12.4mm | |
| 14. | Calculate circumferential prestress if loss ratio 0.75, thickness is 120mm, working pressure is 1n/mm2 and Nd is given as 840n/mm? | 
| A. | 10.75n/mm<sup>2</sup> | 
| B. | 14.8n/mm<sup>2</sup> | 
| C. | 12.6n/mm<sup>2</sup> | 
| D. | 10.65n/mm<sup>2</sup> | 
| Answer» B. 14.8n/mm<sup>2</sup> | |
| 15. | The most common method of wire wrapping for circular tanks consists of? | 
| A. | VBR machine | 
| B. | Slump cone | 
| C. | Cassagrande apparatus | 
| D. | Traction machine | 
| Answer» E. | |
| 16. | When a sliding joint is made what is interposed at the junction of wall and base: | 
| A. | Rubber | 
| B. | Timber | 
| C. | Plastic | 
| D. | Soil | 
| Answer» B. Timber | |
| 17. | In the fixed base joint the junction is between the tank wall and: | 
| A. | Slab | 
| B. | Footing | 
| C. | Beams | 
| D. | Columns | 
| Answer» C. Beams | |
| 18. | The nominal reinforcement provided for floor slabs stipulated by Indian standard code is not less than: | 
| A. | 0.5 | 
| B. | 0.7 | 
| C. | 0.15 | 
| D. | 0.8 | 
| Answer» D. 0.8 | |
| 19. | In the case of large tanks, the base slabs is subdivided by: | 
| A. | Water | 
| B. | Joints | 
| C. | Scale | 
| D. | Lines | 
| Answer» C. Scale | |
| 20. | The metal linear concept in prestressed tanks has proved to be success in case of: | 
| A. | Air tanks | 
| B. | Water tanks | 
| C. | Fluid tanks | 
| D. | Vapour tanks | 
| Answer» C. Fluid tanks | |
| 21. | Prestressed concrete although it is water tight, it is not: | 
| A. | Gas tight | 
| B. | Liquid tight | 
| C. | Vapour tight | 
| D. | Material tight | 
| Answer» B. Liquid tight | |
| 22. | Prestressed concrete tanks have been widely used for the storage of: | 
| A. | Gas | 
| B. | Air | 
| C. | Fluids | 
| D. | Water | 
| Answer» D. Water | |