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This section includes 7 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 equation for long term deflection of cracked members is __________ |
A. | /1+50 |
B. | /1+50 |
C. | /1+50 |
D. | e/1+50 |
Answer» B. /1+50 | |
2. |
The additional long term deflection resulting from creep and shrinkage of flexural members is determined by multiplying the deflection caused by __________ |
A. | Effective load |
B. | Compressive load |
C. | Tensile load |
D. | Sustained load |
Answer» E. | |
3. |
The British code recommended for long time deflection of cracked members is __________ |
A. | BS: 2150-1970 |
B. | BS: 2150-1970 |
C. | BS: 2150-1970 |
D. | BS: 2150-1970 |
Answer» C. BS: 2150-1970 | |
4. |
The actual load deflection behavior is possible by assuming __________ |
A. | Bilinear moment curvature |
B. | Multilinear moment |
C. | Trilinear moment curvature |
D. | Bin linear moment curvature |
Answer» B. Multilinear moment | |
5. |
The deflections of cracked structural concrete members may be estimated by __________ |
A. | Unilinear method |
B. | Matrix method |
C. | Step method |
D. | Elongation method |
Answer» B. Matrix method | |
6. |
In post cracking stage, the behavior of the beam is similar to __________ |
A. | Prestressed concrete members |
B. | Reinforced concrete members |
C. | Chemical concrete members |
D. | Biological concrete members |
Answer» D. Biological concrete members | |
7. |
The load deflection curve is approximately linear up to stage of __________ |
A. | Invisible cracking |
B. | Visible cracking |
C. | Invisible deflection |
D. | Visible deflection |
Answer» C. Invisible deflection | |