MCQOPTIONS
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MCQOPTIONS
This section includes 20 Mcqs, each offering curated multiple-choice questions to sharpen your Highway Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
Warping stress coefficient charts were prepared by __________ |
| A. | Burnister |
| B. | Telford |
| C. | Bradbury |
| D. | IRC |
| Answer» D. IRC | |
| 2. |
The distance at which the crack is developed is given by __________ |
| A. | 2.58 al |
| B. | 2.58(al) |
| C. | 1.58al |
| D. | 0.58al |
| Answer» C. 1.58al | |
| 3. |
The loading which does not exist is __________ |
| A. | Edge |
| B. | Interior |
| C. | Exterior |
| D. | Corner |
| Answer» D. Corner | |
| 4. |
If any load is placed at interior away from all edges then it is called __________ |
| A. | Edge loading |
| B. | Far edge loading |
| C. | Interior loading |
| D. | Exterior loading |
| Answer» D. Exterior loading | |
| 5. |
The stiffness of slab mainly depends on __________ |
| A. | Radius of wheel |
| B. | Radius of rotary |
| C. | Radius of relative pavement |
| D. | Radius of relative pavement |
| Answer» E. | |
| 6. |
The deflection of slab is dependent on __________ |
| A. | Flexural strength |
| B. | Compressive strength |
| C. | Tensile strength |
| D. | Roughness |
| Answer» B. Compressive strength | |
| 7. |
The Poisson’s ratio of concrete is __________ |
| A. | 0.15 |
| B. | 0.3 |
| C. | 0.6 |
| D. | 1.1 |
| Answer» B. 0.3 | |
| 8. |
The deflection in Westergaard analysis is __________ |
| A. | 0.125 |
| B. | 0.250 |
| C. | 0.375 |
| D. | 0.500 |
| Answer» B. 0.250 | |
| 9. |
What is the unit of ‘K’? |
| A. | Kg |
| B. | Kg/cm |
| C. | Kg/cm2 |
| D. | Kg/cm3 |
| Answer» E. | |
| 10. |
What are the major stresses in CC pavement? |
| A. | Wheel load stress |
| B. | Warping stress |
| C. | Wheel load and warping stress |
| D. | Frictional stress |
| Answer» D. Frictional stress | |
| 11. |
THE_DISTANCE_AT_WHICH_THE_CRACK_IS_DEVELOPED_IS_GIVEN_BY?$ |
| A. | 2.58 al |
| B. | 2.58(al) |
| C. | 1.58al |
| D. | 0.58al |
| Answer» C. 1.58al | |
| 12. |
Warping_stress_coefficient_charts_were_prepared_by$ |
| A. | Burnister |
| B. | Telford |
| C. | Bradbury |
| D. | IRC |
| Answer» D. IRC | |
| 13. |
The loading which does not exist i? |
| A. | Edge |
| B. | Interior |
| C. | Exterior |
| D. | Corner |
| Answer» D. Corner | |
| 14. |
If any load is placed at interior away from all edges then it is called |
| A. | Edge loading |
| B. | Far edge loading |
| C. | Interior loading |
| D. | Exterior loading |
| Answer» D. Exterior loading | |
| 15. |
The stiffness of slab mainly depends on |
| A. | Radius of wheel |
| B. | Radius of rotary |
| C. | Radius of relative pavement |
| D. | Radius of relative pavement |
| Answer» E. | |
| 16. |
The deflection of slab is dependent on |
| A. | Flexural strength |
| B. | Compressive strength |
| C. | Tensile strength |
| D. | Roughness |
| Answer» B. Compressive strength | |
| 17. |
The Poisson’s ratio of concrete is$ |
| A. | 0.15 |
| B. | 0.3 |
| C. | 0.6 |
| D. | 1.1 |
| Answer» B. 0.3 | |
| 18. |
The deflection in Westergaard analysis is |
| A. | 0.125 |
| B. | 0.250 |
| C. | 0.375 |
| D. | 0.500 |
| Answer» B. 0.250 | |
| 19. |
The unit of ‘K’ is$ |
| A. | Kg |
| B. | Kg/cm |
| C. | Kg/cm <sup>2</sup> |
| D. | Kg/cm <sup>3</sup> |
| Answer» E. | |
| 20. |
Major stresses in CC pavement is |
| A. | Wheel load stress |
| B. | Warping stress |
| C. | Wheel load and warping stress |
| D. | Frictional stress |
| Answer» D. Frictional stress | |