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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 strength concept can also be used to determine the position of __________ |
A. | Kern line |
B. | C line |
C. | S line |
D. | E line |
Answer» C. S line | |
2. |
If the force acts at the lower kern point then the bottom fibers of the beam are subjected to __________ |
A. | Maximum permissible stress |
B. | Minimum permissible stress |
C. | Tensile stress |
D. | Principle stress |
Answer» B. Minimum permissible stress | |
3. |
If the section of a rectangular beam is subjected to the prestressing force and dead load then the stress distribution is given by __________ |
A. | Pressure line |
B. | Kern distance |
C. | Permissible pressure |
D. | Fracture of steel |
Answer» C. Permissible pressure | |
4. |
In the concept of pressure line the C line moves over a P line due to the effect of __________ |
A. | Stress |
B. | Strain |
C. | Moment |
D. | Prestress |
Answer» D. Prestress | |
5. |
The pressure line is also known as __________ |
A. | C line |
B. | E line |
C. | G line |
D. | I line |
Answer» B. E line | |
6. |
The net downward force of prestressed concrete beam with bent tendon is given as __________ |
A. | W-2psinθ |
B. | W+2psinθ |
C. | Zero |
D. | 2 |
Answer» B. W+2psinθ | |
7. |
In a concrete member, trapezoidal cable profile is adopted when the beam is subjected to __________ |
A. | UDL |
B. | SSB |
C. | Point loads |
D. | Concentrated loads |
Answer» E. | |
8. |
The reactions of cable are obtained by replacing the forces acting on __________ |
A. | Reinforcement |
B. | Concrete |
C. | Edges |
D. | Steel |
Answer» C. Edges | |
9. |
In a prestressed concrete member, cable profile is suitable for balancing loads of __________ |
A. | External type |
B. | Internal type |
C. | Bent type |
D. | Curved type |
Answer» B. Internal type | |
10. |
The concept of load balancing is useful in selecting? |
A. | Anchorage profile |
B. | Shaft profile |
C. | Tendon profile |
D. | Span profile |
Answer» D. Span profile | |
11. |
IF_THE_FORCE_ACTS_AT_THE_LOWER_KERN_POINT_THEN_THE_BOTTOM_FIBERS_OF_THE_BEAM_ARE_SUBJECTED_TO:?$ |
A. | Maximum permissible stress |
B. | Minimum permissible stress |
C. | Tensile stress |
D. | Principle stress |
Answer» B. Minimum permissible stress | |
12. |
The strength concept can also be used to determine the position of:$ |
A. | Kern line |
B. | C line |
C. | S line |
D. | E line |
Answer» C. S line | |
13. |
If the section of a rectangular beam is subjected to the prestressing force and dead load then the stress distribution is given by? |
A. | Pressure line |
B. | Kern distance |
C. | Permissible pressure |
D. | Fracture of steel |
Answer» C. Permissible pressure | |
14. |
In the concept of pressure line the C line moves over a P line due to the effect of: |
A. | Stress |
B. | Strain |
C. | Moment |
D. | Prestress |
Answer» D. Prestress | |
15. |
The pressure line is also known as: |
A. | C line |
B. | E line |
C. | G line |
D. | I line |
Answer» B. E line | |
16. |
The net downward force of prestressed concrete beam with bent tendon is given as: |
A. | W-2psinθ |
B. | W+2psinθ |
C. | Zero |
D. | 2 |
Answer» B. W+2psin‚âà√≠‚Äö√†√® | |
17. |
In a concrete member, trapezoidal cable profile is adopted when the beam is subjected to: |
A. | UDL |
B. | SSB |
C. | Point loads |
D. | Concentrated loads |
Answer» E. | |
18. |
The reactions of cable are obtained by replacing the forces acting on: |
A. | Reinforcement |
B. | Concrete |
C. | Edges |
D. | Steel |
Answer» C. Edges | |
19. |
In a prestressed concrete member, cable profile is suitable for balancing loads of: |
A. | External type |
B. | Internal type |
C. | Bent type |
D. | Curved type |
Answer» B. Internal type | |
20. |
The concept of load balancing is useful in selecting: |
A. | Anchorage profile |
B. | Shaft profile |
C. | Tendon profile |
D. | Span profile |
Answer» D. Span profile | |