MCQOPTIONS
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MCQOPTIONS
This section includes 25 Mcqs, each offering curated multiple-choice questions to sharpen your Strength Materials knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
The material does not possessing any kind of elastic symmetry, then the material is said to be _______ |
| A. | Isotropic |
| B. | Exo tropic |
| C. | Anisotropic |
| D. | Orthotropic |
| Answer» D. Orthotropic | |
| 2. |
The __________ of the slab is governed by span to depth ratio. |
| A. | Strength |
| B. | Stiffness |
| C. | Reinforcement |
| D. | Stability |
| Answer» C. Reinforcement | |
| 3. |
Cantilever slab is categorised based on support conditions. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 4. |
Lap splices should not be used for bars larger than __________ mm. |
| A. | 24 mm |
| B. | 42 mm |
| C. | 54 mm |
| D. | 36 mm |
| Answer» E. | |
| 5. |
Splices are provided when the ________ bar available is less than that required. |
| A. | Diameter |
| B. | Length |
| C. | Effective depth |
| D. | Number of |
| Answer» C. Effective depth | |
| 6. |
In case of __________ beams, the 50% of bars are curtailed at a distance of 0.5 ×l. |
| A. | Simply supported |
| B. | Cantilever |
| C. | Continuous |
| D. | Overhanging |
| Answer» C. Continuous | |
| 7. |
_________ reinforcement is designed for sections where the bending moment is maximum. |
| A. | Torsional |
| B. | Tension |
| C. | Shear |
| D. | Longitudinal |
| Answer» C. Shear | |
| 8. |
What is the anchorage value of standard “U” type hook? |
| A. | 16 times the diameter of bar |
| B. | 12 times the diameter of bar |
| C. | 8 times the diameter of bar |
| D. | 4 times the diameter of bar |
| Answer» B. 12 times the diameter of bar | |
| 9. |
The value of design Bond stress in plain bars will increase in compression by __________ |
| A. | 30% |
| B. | 25% |
| C. | 50% |
| D. | 60% |
| Answer» C. 50% | |
| 10. |
A water main of 1 m in diameter and 25 mm thick is subjected to an internal pressure of 2.5 N/mm2. Calculate the longitudinal stress induced. |
| A. | 20 N/mm2 |
| B. | 25 N/mm2 |
| C. | 30 N/mm2 |
| D. | 35 N/mm2 |
| Answer» C. 30 N/mm2 | |
| 11. |
SPLICES_ARE_PROVIDED_WHEN_THE__________BAR_AVAILABLE_IS_LESS_THAN_THAT_REQUIRED.?$ |
| A. | Diameter |
| B. | Length |
| C. | Effective depth |
| D. | Number of |
| Answer» C. Effective depth | |
| 12. |
IN_CASE_OF____________BEAMS,_THE_50%_OF_BARS_ARE_CURTAILED_AT_A_DISTANCE_OF_0.5_‚ÄÖ√†√∂‚Àւ•L.?$# |
| A. | Simply supported |
| B. | Cantilever |
| C. | Continuous |
| D. | Overhanging |
| Answer» C. Continuous | |
| 13. |
Lap splices should not be used for bars larger than ___ mm.$ |
| A. | 24 mm |
| B. | 42 mm |
| C. | 54 mm |
| D. | 36 mm |
| Answer» E. | |
| 14. |
The material do not possessing any kind of elastic symmetry, then a material is said to be _______ |
| A. | Isotropic |
| B. | Exo tropic |
| C. | Anisotropic |
| D. | Orthotropic |
| Answer» D. Orthotropic | |
| 15. |
The ___ of slab is governed by span to depth ratio. |
| A. | Strength |
| B. | Stiffness |
| C. | Reinforcement |
| D. | Stability |
| Answer» C. Reinforcement | |
| 16. |
According to IS 456: 2000; the span to depth ratio of a simply supported beam is ___________ |
| A. | 7 |
| B. | 20 |
| C. | 26 |
| D. | 32 |
| Answer» C. 26 | |
| 17. |
Cantilever_slab_is_categorised_based_on_support_conditions? |
| A. | True |
| B. | False |
| Answer» B. False | |
| 18. |
_________ reinforcement is designed for sections where bending moment is maximum? |
| A. | Torsional |
| B. | Tension |
| C. | Shear |
| D. | Longitudinal |
| Answer» C. Shear | |
| 19. |
The flexural bond is _________ at the section. |
| A. | Zero |
| B. | Maximum |
| C. | Minimum |
| D. | Uniform |
| Answer» C. Minimum | |
| 20. |
What is the anchorage value of standard “U” type hook?$ |
| A. | 16 times the diameter of bar |
| B. | 12 times the diameter of bar |
| C. | 8 times the diameter of bar |
| D. | 4 times the diameter of bar |
| Answer» B. 12 times the diameter of bar | |
| 21. |
The value of design Bond stress in plain bars will increase in compression by |
| A. | 30% |
| B. | 25% |
| C. | 50% |
| D. | 60% |
| Answer» C. 50% | |
| 22. |
What is the design Bond stress in plane bars intention for m25 grade concrete? |
| A. | 1.2 N/mm<sup>2</sup> |
| B. | 1.4 N/mm<sup>2</sup> |
| C. | 2 N/mm<sup>2</sup> |
| D. | 3 N/mm<sup>2</sup> |
| Answer» C. 2 N/mm<sup>2</sup> | |
| 23. |
A water main of 1 m in diameter and 25 mm thick is subjected to an internal pressure of 2.5 N/mm2. Calculate the longitudinal stress induced. |
| A. | 20 N/mm<sup>2</sup> |
| B. | 25 N/mm<sup>2</sup> |
| C. | 30 N/mm<sup>2</sup> |
| D. | 35 N/mm<sup>2</sup> |
| Answer» C. 30 N/mm<sup>2</sup> | |
| 24. |
A cylinder section having no __________ is known as seamless section. |
| A. | Moment |
| B. | Force |
| C. | Strength |
| D. | Joint |
| Answer» E. | |
| 25. |
The effect of ___________ holes is to reduce the strength of connected plates. |
| A. | Lap |
| B. | Weld |
| C. | Rivet |
| D. | Butt |
| Answer» D. Butt | |