 
			 
			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. | |