Explore topic-wise MCQs in Prestressed Concrete Structures.

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.

In roadway slabs, construction joints should be formed?

A. Vertical
B. Horizontal
C. Aligned
D. Loaded
Answer» B. Horizontal
Discussion
2.

When the work has resumed the surfaces of the concrete previously placed should be cleaned of ____________

A. Ash
B. Mud
C. Dirt
D. Soil
Answer» D. Soil
Discussion
3.

The construction joints should be located at points of ____________

A. Maximum shear
B. Minimum shear
C. Total shear
D. Average shear
Answer» C. Total shear
Discussion
4.

A nano polymer range which meets wider expectations as aesthetics is known as ____________

A. Refit
B. Break
C. Struck
D. Collapse
Answer» B. Break
Discussion
5.

The British and Indian standard codes on prestressed concrete maximum limiting crack for members exposed to aggressive environment is?

A. 0.1mm
B. 0.3mm
C. 0.6mm
D. 0.4mm
Answer» B. 0.3mm
Discussion
6.

The width of cracks is influenced by?

A. Hollow stress
B. Linear stress
C. Net stress
D. Shear stress
Answer» D. Shear stress
Discussion
7.

The stabilized mean crack spacing acs can be expressed as ____________

A. C (A1/Ʃ0)
B. C (A1/Ʃ8)
C. C (A1/Ʃ5)
D. C (A1/Ʃ7)
Answer» B. C (A1/Ʃ8)
Discussion
8.

The reason for smaller crack widths in slabs under service loads is?

A. H – x is large
B. H + x is small
C. 0
D. Constant
Answer» C. 0
Discussion
9.

The formula recommended by the British code BS: 8110 – 1985 for the estimation of surface crack width Wcr is?

A. Wcr = 3acrεm / 1+2(acr – Cmin/h-x)
B. Wcr = 3acrεm
C. Wcr = 3acrεm / 1+2(acr + Cmin/h-x)
D. Wcr = 5acrεm
Answer» B. Wcr = 3acrεm
Discussion
10.

The width of cracks that developed in prestressed members is governed by how many factors?

A. 3
B. 4
C. 5
D. 7
Answer» C. 5
Discussion
11.

IN_ROADWAY_SLABS,_CONSTRUCTION_JOINTS_SHOULD_BE_FORMED:?$

A. Vertical
B. Horizontal
C. Aligned
D. Loaded
Answer» B. Horizontal
Discussion
12.

When the work is resumed the surfaces of the concrete previously placed should be cleaned of?

A. Ash
B. Mud
C. Dirt
D. Soil
Answer» D. Soil
Discussion
13.

The construction joints should be located at points of:

A. Maximum shear
B. Minimum shear
C. Total shear
D. Average shear
Answer» C. Total shear
Discussion
14.

A nano polymer range which meets wider expectations as aesthetics is known as:

A. Refit
B. Break
C. Struck
D. Collapse
Answer» B. Break
Discussion
15.

The British and Indian standard codes on prestressed concrete maximum limiting crack for members exposed to aggressive environment is:

A. 0.1mm
B. 0.3mm
C. 0.6mm
D. 0.4mm
Answer» B. 0.3mm
Discussion
16.

The width of cracks is influenced by:

A. Hollow stress
B. Linear stress
C. Net stress
D. Shear stress
Answer» D. Shear stress
Discussion
17.

The stabilized mean crack spacing acs can be expressed as:

A. C (A<sub>1</sub>/Ʃ0)
B. C (A<sub>1</sub>/Ʃ8)
C. C (A<sub>1</sub>/Ʃ5)
D. C (A<sub>1</sub>/Ʃ7)
Answer» B. C (A<sub>1</sub>/‚Äö√†√ú¬¨¬©8)
Discussion
18.

The reason for smaller crack widths in slabs under service loads is:

A. H – x is large
B. H + x is small
C. 0
D. Constant
Answer» C. 0
Discussion
19.

The formula recommended by the British code BS: 8110 – 1985 for the estimation of surface crack width Wcr is:$

A. W<sub>cr</sub> = 3a<sub>cr</sub>ε<sub>m</sub> / 1+2(a<sub>cr</sub> – C<sub>min</sub>/h-x)
B. W<sub>cr</sub> = 3a<sub>cr</sub>ε<sub>m</sub>
C. W<sub>cr</sub> = 3a<sub>cr</sub>ε<sub>m</sub> / 1+2(a<sub>cr</sub> + C<sub>min</sub>/h-x)
D. W<sub>cr</sub> = 5a<sub>cr</sub>ε<sub>m </sub>
Answer» B. W<sub>cr</sub> = 3a<sub>cr</sub>‚âà√≠¬¨¬µ<sub>m</sub>
Discussion
20.

The width of cracks that developed in prestressed members is governed by how many factors:

A. 3
B. 4
C. 5
D. 7
Answer» C. 5
Discussion