MCQOPTIONS
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MCQOPTIONS
This section includes 18 Mcqs, each offering curated multiple-choice questions to sharpen your Structural Analysis knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
What will be the value of dUi in terms of E and I? |
| A. | 1⁄4 M2dx/EI |
| B. | 1⁄3 M2dx/EI |
| C. | 1⁄2 M2dx/EI |
| D. | M2dx/EI |
| Answer» D. M2dx/EI | |
| 2. |
In the above question, what will be the value of Ui ? |
| A. | 1⁄4 N2L/AE |
| B. | 1⁄3 N2L/AE |
| C. | 1⁄2 N2L/AE |
| D. | N2L/AE |
| Answer» D. N2L/AE | |
| 3. |
If an axial force N is applied gradually to a bar which is linear elastic and has a constant cross sectional area A and length L, what will be Δ? |
| A. | 1⁄4 NL/AE |
| B. | 1⁄3 NL/AE |
| C. | 1⁄2 NL/AE |
| D. | NL/AE |
| Answer» E. | |
| 4. |
What will be the work done by M’ in above question? |
| A. | 1⁄4 M θ’ |
| B. | 1⁄3 M θ’ |
| C. | 1⁄2 M θ’ |
| D. | M θ’ |
| Answer» D. M θ’ | |
| 5. |
What will be the work done force M if another load external load M’ causes deflection θ’ in the above question? |
| A. | 1⁄4 M θ’ |
| B. | 1⁄3 M θ’ |
| C. | 1⁄2 M θ’ |
| D. | M θ’ |
| Answer» E. | |
| 6. |
What will be the value of Ue if material is linear elastic? Moment is increased from 0 to m gradually. |
| A. | 1⁄4 M θ |
| B. | 1⁄3 M θ |
| C. | 1⁄2 M θ |
| D. | M θ |
| Answer» D. M θ | |
| 7. |
What will be the work done by F’? |
| A. | 1⁄4F’ Δ’ |
| B. | 1⁄3F’ Δ’ |
| C. | 1⁄2F’ Δ’ |
| D. | F’ Δ’ |
| Answer» D. F’ Δ’ | |
| 8. |
What will be the work done force P if another load external load F’ causes deflection Δ’ in the above question? |
| A. | 1⁄4P Δ’ |
| B. | 1⁄3P Δ’ |
| C. | 1⁄2P Δ’ |
| D. | P Δ’ |
| Answer» E. | |
| 9. |
Ui is not developed when:- |
| A. | Structure elongates |
| B. | Structure bends |
| C. | Structure deforms |
| D. | External force is zero |
| Answer» E. | |
| 10. |
IF_AN_AXIAL_FORCE_N_IS_APPLIED_GRADUALLY_TO_A_BAR_WHICH_IS_LINEAR_ELASTIC_AND_HAS_A_CONSTANT_CROSS_SECTIONAL_AREA_A_AND_LENGTH_L,_WHAT_WILL_BE_‚ÂÀ√≠‚ÀÖ√Ü??$# |
| A. | <sup>1</sup>‚ÅÑ<sub>4</sub> NL/AE |
| B. | <sup>1</sup>‚ÅÑ<sub>3</sub> NL/AE |
| C. | <sup>1</sup>‚ÅÑ<sub>2</sub> NL/AE |
| D. | NL/AE |
| Answer» D. NL/AE | |
| 11. |
In_the_above_question,_what_will_be_the_value_of_Ui_?$ |
| A. | <sup>1</sup>‚ÅÑ<sub>4</sub> N<sup>2</sup>L/AE |
| B. | <sup>1</sup>‚ÅÑ<sub>3</sub> N<sup>2</sup>L/AE |
| C. | <sup>1</sup>‚ÅÑ<sub>2</sub> N<sup>2</sup>L/AE |
| D. | N<sup>2</sup>L/AE |
| Answer» D. N<sup>2</sup>L/AE | |
| 12. |
What will be the work done by M’ in above question?# |
| A. | <sup>1</sup>⁄<sub>4</sub> M θ’ |
| B. | <sup>1</sup>⁄<sub>3</sub> M θ’ |
| C. | <sup>1</sup>⁄<sub>2</sub> M θ’ |
| D. | M θ’ |
| Answer» E. | |
| 13. |
What will be the work done force M if another load external load M’ causes deflection θ’ in the above question?$ |
| A. | <sup>1</sup>⁄<sub>4</sub> M θ’ |
| B. | <sup>1</sup>⁄<sub>3</sub> M θ’ |
| C. | <sup>1</sup>⁄<sub>2</sub> M θ’ |
| D. | M θ’ |
| Answer» D. M ‚âà√≠‚Äö√†√®‚Äö√Ñ√∂‚àö√ë‚àö¬• | |
| 14. |
What will be the value of Ue if material is linear elastic? Moment is increased from 0 to m gradually. |
| A. | <sup>1</sup>⁄<sub>4</sub> M θ |
| B. | <sup>1</sup>⁄<sub>3</sub> M θ |
| C. | <sup>1</sup>⁄<sub>2</sub> M θ |
| D. | M θ |
| Answer» E. | |
| 15. |
What will be the work done by F’?$ |
| A. | <sup>1</sup>⁄<sub>4</sub>F’ Δ’ |
| B. | <sup>1</sup>⁄<sub>3</sub>F’ Δ’ |
| C. | <sup>1</sup>⁄<sub>2</sub>F’ Δ’ |
| D. | F’ Δ’ |
| Answer» D. F‚Äö√Ñ√∂‚àö√ë‚àö¬• ‚âà√≠‚àö√Ü‚Äö√Ñ√∂‚àö√ë‚àö¬• | |
| 16. |
What will be the work done force P if another load external load F’ causes deflection Δ’ in the above question?$ |
| A. | <sup>1</sup>⁄<sub>4</sub>P Δ’ |
| B. | <sup>1</sup>⁄<sub>3</sub>P Δ’ |
| C. | <sup>1</sup>⁄<sub>2</sub>P Δ’ |
| D. | P Δ’ |
| Answer» D. P ‚âà√≠‚àö√Ü‚Äö√Ñ√∂‚àö√ë‚àö¬• | |
| 17. |
What will be the value of Ue if material is linear elastic? Axial force is increased from 0 to P gradually. |
| A. | <sup>1</sup>⁄<sub>4</sub> P Δ |
| B. | <sup>1</sup>⁄<sub>3</sub>P Δ |
| C. | <sup>1</sup>⁄<sub>2</sub>P Δ |
| D. | P Δ |
| Answer» E. | |
| 18. |
Ui is not developed when:- |
| A. | Structure elongates |
| B. | Structure bends |
| C. | Structure deforms |
| D. | External force is zero |
| Answer» D. External force is zero | |