MCQOPTIONS
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MCQOPTIONS
This section includes 16 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. |
In actual cases, at what distance are point of inflections assumed from end points (L is length of beam). |
| A. | 0 |
| B. | 0.1L |
| C. | 0.2L |
| D. | 0.3L |
| Answer» C. 0.2L | |
| 2. |
If a beam is supported by pin supports at both its end then point of inflection will lie at what distance from end points (L is length of beam). |
| A. | 0 |
| B. | 0.11L |
| C. | 0.21L |
| D. | 0.31L |
| Answer» B. 0.11L | |
| 3. |
If a beam is supported by fixed support at both its end then point of inflection will lie at what distance from end points (L is length of beam). |
| A. | 0 |
| B. | 0.11L |
| C. | 0.21L |
| D. | 0.31L |
| Answer» D. 0.31L | |
| 4. |
Points of inflection can be considered as:- |
| A. | Pin support |
| B. | Roller support |
| C. | Link support |
| D. | Pin |
| Answer» E. | |
| 5. |
IF_A_BEAM_IS_SUPPORTED_BY_FIXED_SUPPORT_AT_BOTH_ITS_END_THEN_POINT_OF_INFLECTION_WILL_LIE_AT_WHAT_DISTANCE_FROM_END_POINTS_(L_IS_LENGTH_OF_BEAM).?$ |
| A. | 0 |
| B. | 0.11L |
| C. | 0.21L |
| D. | 0.31L |
| Answer» D. 0.31L | |
| 6. |
In actual cases, at what distance are point of inflections assumed from end points (L is length of beam).$ |
| A. | 0 |
| B. | 0.1L |
| C. | 0.2L |
| D. | 0.3L |
| Answer» C. 0.2L | |
| 7. |
If_a_beam_is_supported_by_pin_supports_at_both_its_end_then_point_of_inflection_will_lie_at_what_distance_from_end_points_(L_is_length_of_beam).$ |
| A. | 0 |
| B. | 0.11L |
| C. | 0.21L |
| D. | 0.31L |
| Answer» B. 0.11L | |
| 8. |
In cases of girders, It is assumed that it:- |
| A. | Does support axial force |
| B. | Does not support axial force |
| C. | Does not support shear force |
| D. | Does not support axial and shear force |
| Answer» C. Does not support shear force | |
| 9. |
Points of inflection can be considered as:? |
| A. | Pin support |
| B. | Roller support |
| C. | Link support |
| D. | Pin |
| Answer» E. | |
| 10. |
In which case is only members within a localized region of structure are considered? |
| A. | When disturbance within a member causes a lot of disturbances in outside region |
| B. | When disturbance within a member causes little of disturbances in outside region |
| C. | When lower loads are applied |
| D. | When larger loads are applied |
| Answer» C. When lower loads are applied | |
| 11. |
If both diagonal members are constructed from channels, then the how much load will be carried by compressive member? |
| A. | 0 |
| B. | 1/4 th of panel shear |
| C. | Half of panel shear |
| D. | 3/4 th of panel shear |
| Answer» D. 3/4 th of panel shear | |
| 12. |
If a long and slender diagonal is appearing to carry compressive load, then it is assumed that:- |
| A. | It carries a tensile load |
| B. | It carries a compressive load |
| C. | It carries no load |
| D. | It carries large load |
| Answer» D. It carries large load | |
| 13. |
What is a reasonable assumption if diagonals of a truss system are long and slender? |
| A. | They can’t carry tensile force |
| B. | They can’t carry compressive force |
| C. | They can’t carry force |
| D. | They can’t carry large force |
| Answer» C. They can‚Äö√Ñ√∂‚àö√ë‚àö¬•t carry force | |
| 14. |
How many assumptions do we have to make to solve an indeterminate truss? |
| A. | Always 3 |
| B. | Always 2 |
| C. | Equal to its degree of indeterminacy |
| D. | One less than its degree of indeterminacy |
| Answer» D. One less than its degree of indeterminacy | |
| 15. |
Exact analysis is referred to which type of analysis? |
| A. | Statically determinate analysis |
| B. | Statically indeterminate analysis |
| C. | Doesn’t depend upon determinacy |
| D. | Depends upon load applied |
| Answer» C. Doesn‚Äö√Ñ√∂‚àö√ë‚àö¬•t depend upon determinacy | |
| 16. |
Approximate analysis is done on a :- |
| A. | Determinate structures |
| B. | Indeterminate structures |
| C. | Determinate and indeterminate structures |
| D. | Depends upon load applied |
| Answer» B. Indeterminate structures | |