MCQOPTIONS
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MCQOPTIONS
This section includes 20 Mcqs, each offering curated multiple-choice questions to sharpen your Prestressed Concrete Structures knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
The French code limits the deflection of members carrying masonry and partition walls up to __________ |
| A. | Span/600 |
| B. | Span/400 |
| C. | Span/500 |
| D. | Span/700 |
| Answer» D. Span/700 | |
| 2. |
The FIP-1984 limits for deflection that occurs after addition of partitions up to __________ |
| A. | Span/200 to Span/300 |
| B. | Span/250 to Span/350 |
| C. | Span/500 to Span/1000 |
| D. | Span/170 to Span/320 |
| Answer» D. Span/170 to Span/320 | |
| 3. |
The FIP-1984 limits for total deflection below the level of supports up to __________ |
| A. | Span/200 to Span/300 |
| B. | Span/150 to Span/250 |
| C. | Span/100 to Span/50 |
| D. | Span/175 to Span/280 |
| Answer» B. Span/150 to Span/250 | |
| 4. |
The floors not supporting and not attached to non structural elements are damaged by __________ |
| A. | Large deflection |
| B. | Column deflection |
| C. | Span deflection |
| D. | Beam deflection |
| Answer» B. Column deflection | |
| 5. |
The type of deflection of not supporting and non structural elements of flat roofs is? |
| A. | Large deflection |
| B. | Immediate deflection |
| C. | Small deflection |
| D. | Edge deflection |
| Answer» D. Edge deflection | |
| 6. |
The British code specifies a maximum deflection limit of span which the sag in the member usually become noticeable is? |
| A. | Span /130 |
| B. | Span/250 |
| C. | Span/200 |
| D. | Span/150 |
| Answer» D. Span/150 | |
| 7. |
If the finishes are to be applied to the prestressed concrete members, the total upward deflection should not exceed __________ |
| A. | Span/300 |
| B. | Span/450 |
| C. | Span/150 |
| D. | Span/350 |
| Answer» B. Span/450 | |
| 8. |
The deflection including the effects of temperature, creep and shrinkage occurring after the erection should not normally exceed __________ |
| A. | Span/400 |
| B. | Span/350 |
| C. | Span/140 |
| D. | Span/100 |
| Answer» C. Span/140 | |
| 9. |
The final deflection due to all loads including the efforts of temperature, creep and shrinkage should normally exceed span up to __________ |
| A. | Span/250 |
| B. | Span/300 |
| C. | Span/500 |
| D. | Span/800 |
| Answer» B. Span/300 | |
| 10. |
Which one of the following is the Indian standard regarded to the limit state of deflection? |
| A. | IS: 1443-1950 |
| B. | IS: 1343-1980 |
| C. | IS: 1514-1941 |
| D. | IS: 1600-1948 |
| Answer» C. IS: 1514-1941 | |
| 11. |
THE_FIP-1984_LIMITS_FOR_DEFLECTION_THAT_OCCURS_AFTER_ADDITION_OF_PARTITIONS_UP_TO:?$ |
| A. | Span/200 to Span/300 |
| B. | Span/250 to Span/350 |
| C. | Span/500 to Span/1000 |
| D. | Span/170 to Span/320 |
| Answer» D. Span/170 to Span/320 | |
| 12. |
The_French_code_limits_the_deflection_of_members_carrying_masonry_and_partition_walls_up_to:$ |
| A. | Span/600 |
| B. | Span/400 |
| C. | Span/500 |
| D. | Span/700 |
| Answer» D. Span/700 | |
| 13. |
The FIP-1984 limits for total deflection below the level of supports up to? |
| A. | Span/200 to Span/300 |
| B. | Span/150 to Span/250 |
| C. | Span/100 to Span/50 |
| D. | Span/175 to Span/280 |
| Answer» B. Span/150 to Span/250 | |
| 14. |
The floors not supporting and not attached to non structural elements are damaged by: |
| A. | Large deflection |
| B. | Column deflection |
| C. | Span deflection |
| D. | Beam deflection |
| Answer» B. Column deflection | |
| 15. |
The type of deflection of not supporting and non structural elements of flat roofs is: |
| A. | Large deflection |
| B. | Immediate deflection |
| C. | Small deflection |
| D. | Edge deflection |
| Answer» D. Edge deflection | |
| 16. |
The British code specifies a maximum deflection limit of span which the sag in the member usually become noticeable is: |
| A. | Span /130 |
| B. | Span/250 |
| C. | Span/200 |
| D. | Span/150 |
| Answer» D. Span/150 | |
| 17. |
If the finishes are to be applied to the prestressed concrete members, the total upward deflection should not exceed: |
| A. | Span/300 |
| B. | Span/450 |
| C. | Span/150 |
| D. | Span/350 |
| Answer» B. Span/450 | |
| 18. |
The deflection including the effects of temperature, creep and shrinkage occurring after the erection should not normally exceed: |
| A. | Span/400 |
| B. | Span/350 |
| C. | Span/140 |
| D. | Span/100 |
| Answer» C. Span/140 | |
| 19. |
The final deflection due to all loads including the efforts of temperature, creep and shrinkage should normally exceed span up to: |
| A. | Span/250 |
| B. | Span/300 |
| C. | Span/500 |
| D. | Span/800 |
| Answer» B. Span/300 | |
| 20. |
Which one of the following is the Indian standard regarded to the limit state of deflection: |
| A. | IS: 1443-1950 |
| B. | IS: 1343-1980 |
| C. | IS: 1514-1941 |
| D. | IS: 1600-1948 |
| Answer» C. IS: 1514-1941 | |