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This section includes 8 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. |
Which beams are preferred mostly due to their higher flexural strength? |
A. | Bonded beams |
B. | Un bonded beams |
C. | Exhaustive beams |
D. | Extended beams |
Answer» B. Un bonded beams | |
2. |
The development of crack widths is comparatively larger in ____________ |
A. | Bonded beams |
B. | Un bonded beams |
C. | Localized beams |
D. | Strengthened beams |
Answer» B. Un bonded beams | |
3. |
The rate of increase of stress is larger in case of ____________ |
A. | Bonded beams |
B. | Un bonded beams |
C. | Tensioned beams |
D. | Anchorage beams |
Answer» B. Un bonded beams | |
4. |
The stress in tendons of bonded beams is ____________ |
A. | <sub>e</sub> (My/I) |
B. | <sub>e</sub> (My/R) |
C. | <sub>e</sub> (My/L) |
D. | <sub>e</sub> (My/20) |
Answer» B. <sub>e</sub> (My/R) | |
5. |
The rate of increase in stress in the tendons of a prestress concrete member depends upon ____________ |
A. | Bond and breakage |
B. | Bond and surrounding concrete |
C. | Bond and elasticity |
D. | Bond and anchorage |
Answer» C. Bond and elasticity | |
6. |
In the elastic range, any increase in prestressed member does not show any effect on ____________ |
A. | Steel stress |
B. | Compressive stress |
C. | Bending stress |
D. | Flexural stress |
Answer» B. Compressive stress | |
7. |
The rotation equation obtained by applying Mohr s theorem considering a concrete beam of span l, force p, eccentricity e is? |
A. | <sub>p</sub> = PeL/2EI |
B. | <sub>p</sub> = PeL/4EI |
C. | <sub>p</sub> = PeL/16EI |
D. | <sub>p</sub> = PeL/20EI |
Answer» B. <sub>p</sub> = PeL/4EI | |
8. |
The prestressed member undergoes deformation due to the action of ______________ |
A. | Prestressing force and flexural loads |
B. | Prestressing force and combined loads |
C. | Prestressing force and transverse loads |
D. | Prestressing force and tangential loads |
Answer» D. Prestressing force and tangential loads | |