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Test: Additional Remarks on The Force Method of Analysis - Civil Engineering (CE) MCQ


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10 Questions MCQ Test - Test: Additional Remarks on The Force Method of Analysis

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Test: Additional Remarks on The Force Method of Analysis - Question 1

Flexibility coefficients depend upon loading of the primary structure.
State whether the above statement is true or false 

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 1

Answer: b
Explanation: It does not depend upon loading of the primary structure.

Test: Additional Remarks on The Force Method of Analysis - Question 2

How many compatibility equations should be written if we have n no. of redundant reactions?

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 2

Answer: b
Explanation: No. of redundant reactions and compatibility equations are equal.

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Test: Additional Remarks on The Force Method of Analysis - Question 3

 Flexibility matrix is always:-

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 3

Answer: a
Explanation: Flexibility matrixes are always symmetric as a consequence of Betti’s law.

Test: Additional Remarks on The Force Method of Analysis - Question 4

Numerical accuracy of solution increases if flexibility coefficients with larger values are located:-

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 4

Answer: a
Explanation: Numerical accuracy increases if larger coefficients are located near the main diagonal of matrix.

Test: Additional Remarks on The Force Method of Analysis - Question 5

Which of the following primary structure is best for computational purposes?

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 5

Answer: a
Explanation: It is easier to compute solutions for flexibility coefficient matrix in that case.

Test: Additional Remarks on The Force Method of Analysis - Question 6

For computational purposes, deflected primary structure ans actual structure should be ___________

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 6

Answer: b
Explanation: This leads to small corrections induced by redundants.

Test: Additional Remarks on The Force Method of Analysis - Question 7

Indeterminate analysis of a symmetrical structure is difficult from that of a non symmetric one.
State whether the above statement is true or false.

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 7

Answer: b
Explanation: Symmetricity makes the indeterminate analysis easier.

Test: Additional Remarks on The Force Method of Analysis - Question 8

 In general, any structure can be classified as a symmetric one :-

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 8

Answer: d
Explanation: It is deemed as symmetric when when it develops symmetric internal loading and deflections about central axis.

Test: Additional Remarks on The Force Method of Analysis - Question 9

Normally, which of the following things may/may not be symmetric to develop symmetricity?

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 9

Answer: d
Explanation: Composition, geometry and loading are generally require to be symmetric.

Test: Additional Remarks on The Force Method of Analysis - Question 10

Indeterminate analysis of a anti-symmetrically loaded structure is difficult from that of non symmetric one.
State whether the above statement is true or false.

Detailed Solution for Test: Additional Remarks on The Force Method of Analysis - Question 10

Answer: b
Explanation: Solving one side would give modulus of deflections of other side as well.

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