Explore topic-wise MCQs in Prestressed Concrete Structures.

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