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.

One of the element considered in the economy of prestressed concrete structural system is?

A. Structural optimization
B. Beam optimization
C. Slab optimization
D. Transverse optimization
Answer» B. Beam optimization
Discussion
2.

The first non linear programming procedure to be used in which year?

A. 1950
B. 1940
C. 1960
D. 1970
Answer» D. 1970
Discussion
3.

The method of feasible direction can be grouped under the _________

A. Direct methods of approach
B. Sequential method of approach
C. Terminate method of approach
D. Laminar method of approach
Answer» B. Sequential method of approach
Discussion
4.

One of the techniques developed for solution of non linear programming is?

A. Single programming
B. Multilinear propramming
C. Reverse programming
D. Dynamic programming
Answer» E.
Discussion
5.

In non linear programming the boundaries of the contours of the function are _________

A. Parallel line
B. Zig Zag lines
C. Straight lines
D. Trapezoidal lines
Answer» D. Trapezoidal lines
Discussion
6.

One of the most powerful techniques for solving non linear programming is to transform the _________

A. Data
B. Problems
C. Materials
D. Labour
Answer» C. Materials
Discussion
7.

Linear programming problems can be solved by _________

A. Revised simplex method
B. Termed method
C. Moment derivation method
D. Hollow method
Answer» B. Termed method
Discussion
8.

A linear function in three-dimensional space is a _________

A. Midpoint
B. Plane
C. Laminar
D. Zero
Answer» C. Laminar
Discussion
9.

In linear programming, the solution is based on _________

A. Tensile properties
B. Strain properties
C. Elementary properties
D. None of the mentioned
Answer» D. None of the mentioned
Discussion
10.

The technique for selecting a new point depends upon _____________

A. Scope of the problem
B. Nature of the problem
C. Range of the problem
D. Analysis of the problem
Answer» C. Range of the problem
Discussion
11.

ONE_OF_THE_ELEMENT_CONSIDERED_IN_THE_ECONOMY_OF_PRESTRESSED_CONCRETE_STRUCTURAL_SYSTEM:?$

A. Structural optimization
B. Beam optimization
C. Slab optimization
D. Transverse optimization
Answer» B. Beam optimization
Discussion
12.

The first non linear programming procedure to be used in?

A. 1950
B. 1940
C. 1960
D. 1970
Answer» D. 1970
Discussion
13.

The method of feasible direction can be grouped under the?

A. Direct methods of approach
B. Sequential method of approach
C. Terminate method of approach
D. Laminar method of approach
Answer» B. Sequential method of approach
Discussion
14.

One of the techniques developed for solution of non linear programming is:

A. Single programming
B. Multilinear propramming
C. Reverse programming
D. Dynamic programming
Answer» E.
Discussion
15.

In non linear programming the boundaries of the contours of the function are:

A. Parallel line
B. Zig Zag lines
C. Straight lines
D. Trapezoidal lines
Answer» D. Trapezoidal lines
Discussion
16.

One of the most powerful techniques for solving non linear programming is to transform the:

A. Data
B. Problems
C. Materials
D. Labour
Answer» C. Materials
Discussion
17.

Linear programming problems can be solved by:

A. Revised simplex method
B. Termed method
C. Moment derivation method
D. Hollow method
Answer» B. Termed method
Discussion
18.

A linear function in three-dimensional space is a:

A. Midpoint
B. Plane
C. Laminar
D. Zero
Answer» C. Laminar
Discussion
19.

In linear programming, the solution is based on:

A. Tensile properties
B. Strain properties
C. Elementary properties
D. None of the mentioned
Answer» D. None of the mentioned
Discussion
20.

The technique for selecting a new point depends upon:

A. Scope of the problem
B. Nature of the problem
C. Range of the problem
D. Analysis of the problem
Answer» C. Range of the problem
Discussion