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This section includes 19 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 section should be redesigned if the nominal shear stresses __________ |
A. | Exceeds the given values |
B. | Equal |
C. | Zero |
D. | Constant |
Answer» B. Equal | |
2. |
The maximum shear stress value for M35 and M50 is? |
A. | 3.5 and 4.0 |
B. | 3.7 and 4.6 |
C. | 3.8 and 6.0 |
D. | 4.2 and 4.0 |
Answer» C. 3.8 and 6.0 | |
3. |
The maximum spacing (Sv)max is provided for the condition is? |
A. | V > 1.8Vc |
B. | V > 1.5Vc |
C. | V > 2.0Vc |
D. | V > 3.5Vc |
Answer» B. V > 1.5Vc | |
4. |
The spacing of stirrups for maximum shear stress is __________ |
A. | 0.9dt |
B. | 0.10dt |
C. | 0.12dt |
D. | 0.7dt |
Answer» E. | |
5. |
The term dt in the spacing equation is termed as __________ |
A. | Lowest value of depth |
B. | Neutral value of depth |
C. | Highest value of depth |
D. | Peak value of depth |
Answer» D. Peak value of depth | |
6. |
When v > vc condition exits, then the shear reinforcement provided includes which extra terms than actual spacing equation? |
A. | fy, dt, v, vc |
B. | ft, dt, v, vc |
C. | dt, v, vc |
D. | fe, dt, v, vc |
Answer» B. ft, dt, v, vc | |
7. |
When the shear force due to ultimate loads is less than 0.5 times shear force of concrete then shear reinforcement is? |
A. | Provided |
B. | Not provided |
C. | Made equal |
D. | Made zero |
Answer» C. Made equal | |
8. |
The spacing provided for shear reinforcement is given as __________ |
A. | Sv = (Asv0.87fy/0.4b)b) (Asv0.91fy/0.4b)c) (Asv0.12fy/0.4b)d) (Asv0.23fy/0.4 |
B. | (Asv0.91fy/0.4b) |
C. | (Asv0.12fy/0.4b) |
D. | (Asv0.23fy/0.4b) |
Answer» B. (Asv0.91fy/0.4b) | |
9. |
The ultimate shear resistance for any given section, vc should be least of values __________ |
A. | vcw and vcf |
B. | vew and vef |
C. | vrw and vrf |
D. | vdw and vdf |
Answer» B. vew and vef | |
10. |
THE_SECTION_SHOULD_BE_REDESIGNED_IF_THE_NOMINAL_SHEAR_STRESSES:?$ |
A. | Exceeds the given values |
B. | Equal |
C. | Zero |
D. | Constant |
Answer» B. Equal | |
11. |
The maximum shear stress value for M35 and M50 is? |
A. | 3.5 and 4.0 |
B. | 3.7 and 4.6 |
C. | 3.8 and 6.0 |
D. | 4.2 and 4.0 |
Answer» C. 3.8 and 6.0 | |
12. |
The maximum spacing (Sv)max is provided for the condition: |
A. | V > 1.8V<sub>c</sub> |
B. | V > 1.5V<sub>c</sub> |
C. | V > 2.0V<sub>c</sub> |
D. | V > 3.5V<sub>c</sub> |
Answer» B. V > 1.5V<sub>c</sub> | |
13. |
The spacing of stirrups for maximum shear stress is: |
A. | 0.9d<sub>t</sub> |
B. | 0.10d<sub>t</sub> |
C. | 0.12d<sub>t</sub> |
D. | 0.7d<sub>t</sub> |
Answer» E. | |
14. |
The term dt in the spacing equation is termed as: |
A. | Lowest value of depth |
B. | Neutral value of depth |
C. | Highest value of depth |
D. | Peak value of depth |
Answer» D. Peak value of depth | |
15. |
When v > vc condition exits, then the shear reinforcement provided includes which extra terms than actual spacing equation? |
A. | f<sub>y</sub>, d<sub>t</sub>, v, v<sub>c</sub> |
B. | f<sub>t</sub>, d<sub>t</sub>, v, v<sub>c</sub> |
C. | d<sub>t</sub>, v, v<sub>c</sub> |
D. | f<sub>e</sub>, d<sub>t</sub>, v, v<sub>c</sub> |
Answer» B. f<sub>t</sub>, d<sub>t</sub>, v, v<sub>c</sub> | |
16. |
When the shear force due to ultimate loads is less than 0.5 times shear force of concrete then shear reinforcement is: |
A. | Provided |
B. | Not provided |
C. | Made equal |
D. | Made zero |
Answer» C. Made equal | |
17. |
The spacing provided for shear reinforcement is given as: |
A. | S<sub>v</sub> = (A<sub>sv</sub>0.87f<sub>y</sub>/0.4b) |
B. | (A<sub>sv</sub>0.91f<sub>y</sub>/0.4b) |
C. | (A<sub>sv</sub>0.12f<sub>y</sub>/0.4b) |
D. | (A<sub>sv</sub>0.23f<sub>y</sub>/0.4b) |
Answer» B. (A<sub>sv</sub>0.91f<sub>y</sub>/0.4b) | |
18. |
What should be provided if the shear force due to ultimate load is less than the shear force of the concrete? |
A. | Tensile reinforcement |
B. | Shear reinforcement |
C. | Principle reinforcement |
D. | Compressive reinforcement |
Answer» C. Principle reinforcement | |
19. |
The ultimate shear resistance for any given section, vc should be least of values: |
A. | v<sub>cw</sub> and v<sub>cf</sub> |
B. | v<sub>ew</sub> and v<sub>ef</sub> |
C. | v<sub>rw</sub> and v<sub>rf</sub> |
D. | v<sub>dw</sub> and v<sub>df</sub> |
Answer» B. v<sub>ew</sub> and v<sub>ef</sub> | |