27 + Mcqs in Need Terminology Page 1 McqOptions

1.	Prevention of bond between the steel and concrete is known as ___________
A.	Bond prestressed concrete
B.	Axial prestressing
C.	De bonding
D.	Proof stress
Answer» D. Proof stress

Discussion

2.	Which of the following type of prestress applied to concrete in which tensile stresses to a limited degree are permitted is known as ___________
A.	Moderate prestressing
B.	Partial prestressing
C.	Full prestressing
D.	Axial prestressing
Answer» C. Full prestressing

Discussion

3.	The phenomena of reduction of stress in steel at a constant strain are known as ___________
A.	Reduction of stress
B.	Relaxation of stress
C.	De bonding
D.	Proof stress
Answer» C. De bonding

Discussion

4.	The ratio between the creep strain and elastic strain of concrete is defined as ___________
A.	Creep ratio
B.	Creep elasticity
C.	Creep coefficient
D.	Creep factor
Answer» D. Creep factor

Discussion

5.	The phenomena of drying process of contraction concrete refer to ___________
A.	Moisture loss
B.	Shrinkage of concrete
C.	Drying process
D.	Weight loss
Answer» C. Drying process

Discussion

6.	In case of continuous prestressed concrete members to gain continuity, splicing is done by ___________
A.	Reinforcement
B.	Steel
C.	Concrete
D.	Tendons
Answer» E.

Discussion

7.	In circular prestressing members, the tendons are supplied in form of ___________
A.	Cables
B.	Bars
C.	Wires
D.	Rings
Answer» E.

Discussion

8.	The load at which the prestressed member develops its first crack is called as ___________
A.	Transfer load
B.	Creep load
C.	Bending load
D.	Cracking load
Answer» E.

Discussion

9.	In cab cable, the curved portion of the tendon and anchors lie in ___________
A.	Compression and Tension zone
B.	Cracking zone
C.	Tension and Compression zone
D.	Loading zone
Answer» D. Loading zone

Discussion

10.	The length of the prestressing tendon between the end of the member and the point where the steel attains its stress is called ___________
A.	Anchorage
B.	De bonding
C.	Cracking load
D.	Transmission length
Answer» E.

Discussion

11.	In the zone of anchorages the material preferred to minimize costs is ___________
A.	High strength steel
B.	High strength bars
C.	High strength tendons
D.	High strength concrete
Answer» E.

Discussion

12.	The necessity of high strength concrete in prestressed concrete is due to ___________
A.	Shear and Bonding
B.	Loading and Unloading
C.	Cracking
D.	Bending
Answer» B. Loading and Unloading

Discussion

13.	The significant observations which resulted from the pioneering research on prestressed concrete were ___________
A.	High strength steel and losses of prestress
B.	High strength tendon and losses of creep
C.	High strength bars and losses of strain
D.	High strength rings and losses of shrinkage
Answer» B. High strength tendon and losses of creep

Discussion

14.	THE_PHENOMENA_OF_DRYING_PROCESS_OF_CONTRACTION_CONCRETE_REFER_TO:?$
A.	Moisture loss
B.	Shrinkage of concrete
C.	Drying process
D.	Weight loss
Answer» C. Drying process

Discussion

15.	The phenomena of reduction of stress in steel at a constant strain are known as:$
A.	Reduction of stress
B.	Relaxation of stress
C.	De bonding
D.	Proof stress
Answer» C. De bonding

Discussion

16.	The ratio between the creep strain and elastic strain of concrete is defined as:$
A.	Creep ratio
B.	Creep elasticity
C.	Creep coefficient
D.	Creep factor
Answer» D. Creep factor

Discussion

17.	Prevention of bond between the steel and concrete is known as:
A.	Bond prestressed concrete
B.	Axial prestressing
C.	De bonding
D.	Proof stress
Answer» D. Proof stress

Discussion

18.	Which of the following type of prestress applied to concrete in which tensile stresses to a limited degree are permitted is known as:
A.	Moderate prestressing
B.	Partial prestressing
C.	Full prestressing
D.	Axial prestressing
Answer» C. Full prestressing

Discussion

19.	A device which helps the tendons to transmit prestress to the member and maintain it for the design period is?
A.	Cab cable
B.	Anchorage
C.	Tendon
D.	Transfer
Answer» C. Tendon

Discussion

20.	In case of continuous prestressed concrete members to gain continuity, splicing is done by?
A.	Reinforcement
B.	Steel
C.	Concrete
D.	Tendons
Answer» E.

Discussion

21.	In circular prestressing members, the tendons are supplied in form of:
A.	Cables
B.	Bars
C.	Wires
D.	Rings
Answer» E.

Discussion

22.	The load at which the prestressed member develops its first crack is called as:
A.	Transfer load
B.	Creep load
C.	Bending load
D.	Cracking load
Answer» E.

Discussion

23.	In cab cable, the curved portion of the tendon and anchors lie in:
A.	Compression and Tension zone
B.	Cracking zone
C.	Tension and Compression zone
D.	Loading zone
Answer» D. Loading zone

Discussion

24.	The length of the prestressing tendon between the end of the member and the point where the steel attains its stress is called as:
A.	Anchorage
B.	De bonding
C.	Cracking load
D.	Transmission length
Answer» E.

Discussion

25.	In the zone of anchorages the material preferred to minimize costs is:
A.	High strength steel
B.	High strength bars
C.	High strength tendons
D.	High strength concrete
Answer» E.

Discussion

26.	The necessity of high strength concrete in prestressed concrete is due to:
A.	Shear and Bonding
B.	Loading and Unloading
C.	Cracking
D.	Bending
Answer» B. Loading and Unloading

Discussion

27.	The significant observations which resulted from the pioneering research on prestressed concrete were:
A.	High strength steel and losses of prestress
B.	High strength tendon and losses of creep
C.	High strength bars and losses of strain
D.	High strength rings and losses of shrinkage
Answer» B. High strength tendon and losses of creep

Discussion

Explore topic-wise MCQs in Prestressed Concrete Structures.

Prevention of bond between the steel and concrete is known as ___________

Which of the following type of prestress applied to concrete in which tensile stresses to a limited degree are permitted is known as ___________

The phenomena of reduction of stress in steel at a constant strain are known as ___________

The ratio between the creep strain and elastic strain of concrete is defined as ___________

The phenomena of drying process of contraction concrete refer to ___________

In case of continuous prestressed concrete members to gain continuity, splicing is done by ___________

In circular prestressing members, the tendons are supplied in form of ___________

The load at which the prestressed member develops its first crack is called as ___________

In cab cable, the curved portion of the tendon and anchors lie in ___________

The length of the prestressing tendon between the end of the member and the point where the steel attains its stress is called ___________

In the zone of anchorages the material preferred to minimize costs is ___________

The necessity of high strength concrete in prestressed concrete is due to ___________

The significant observations which resulted from the pioneering research on prestressed concrete were ___________

THE_PHENOMENA_OF_DRYING_PROCESS_OF_CONTRACTION_CONCRETE_REFER_TO:?$

The phenomena of reduction of stress in steel at a constant strain are known as:$

The ratio between the creep strain and elastic strain of concrete is defined as:$

Prevention of bond between the steel and concrete is known as:

Which of the following type of prestress applied to concrete in which tensile stresses to a limited degree are permitted is known as:

A device which helps the tendons to transmit prestress to the member and maintain it for the design period is?

In case of continuous prestressed concrete members to gain continuity, splicing is done by?

In circular prestressing members, the tendons are supplied in form of:

The load at which the prestressed member develops its first crack is called as:

In cab cable, the curved portion of the tendon and anchors lie in:

The length of the prestressing tendon between the end of the member and the point where the steel attains its stress is called as:

In the zone of anchorages the material preferred to minimize costs is:

The necessity of high strength concrete in prestressed concrete is due to:

The significant observations which resulted from the pioneering research on prestressed concrete were: