MCQOPTIONS
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This section includes 13 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. |
Indeterminate analysis of a anti-symmetrically loaded structure is difficult from that of non symmetric one.State whether the above statement is true or false. |
| A. | true |
| B. | false |
| Answer» C. | |
| 2. |
Indeterminate analysis of a symmetrical structure is difficult from that of a non symmetric one.State whether the above statement is true or false. |
| A. | true |
| B. | false |
| Answer» C. | |
| 3. |
Flexibility coefficients depend upon loading of the primary structure.State whether the above statement is true or false |
| A. | true |
| B. | false |
| Answer» C. | |
| 4. |
NORMALLY,_WHICH_OF_THE_FOLLOWING_THINGS_MAY/MAY_NOT_BE_SYMMETRIC_TO_DEVELOP_SYMMETRICITY??$ |
| A. | material |
| B. | geometry |
| C. | loading |
| D. | dki |
| Answer» E. | |
| 5. |
Indeterminate_analysis_of_a_anti-symmetrically_loaded_structure_is_difficult_from_that_of_non_symmetric_one.$ |
| A. | |
| B. | true |
| Answer» C. | |
| 6. |
In general, any structure can be classified as a symmetric one :? |
| A. | when its structure is symmetric |
| B. | when its loading is symmetric |
| C. | when its supports are symmetric |
| D. | when it develops symmetric internal loading and deflections |
| Answer» E. | |
| 7. |
Indeterminate analysis of a symmetrical structure is difficult from that of a non symmetric one. |
| A. | |
| B. | true |
| Answer» C. | |
| 8. |
For computational purposes, deflected primary structure ans actual structure should be ___________ |
| A. | as different as possible |
| B. | as similar as possible |
| C. | it doesn’t matter |
| D. | in between |
| Answer» C. it doesn‚Äö√Ñ√∂‚àö√ë‚àö¬•t matter | |
| 9. |
Which of the following primary structure is best for computational purposes? |
| A. | symmetric |
| B. | non-symmetric |
| C. | anti-symmetric |
| D. | depends upon loads applied |
| Answer» B. non-symmetric | |
| 10. |
Numerical accuracy of solution increases if flexibility coefficients with larger values are located:- |
| A. | near main diagonal |
| B. | near edges |
| C. | in between |
| D. | near side middles |
| Answer» B. near edges | |
| 11. |
Flexibility matrix is always:- |
| A. | symmetric |
| B. | non-symmetric |
| C. | anti-symmetric |
| D. | depends upon loads applied |
| Answer» B. non-symmetric | |
| 12. |
How many compatibility equations should be written if we have n no. of redundant reactions? |
| A. | n – 1 |
| B. | n |
| C. | n + 1 |
| D. | n + 2 |
| Answer» C. n + 1 | |
| 13. |
Flexibility coefficients depend upon loading of the primary structure. |
| A. | |
| B. | true |
| Answer» C. | |