Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Test: Additional Remarks On The Force Method Of Analysis - Civil Engineering (CE) MCQ
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 matrix is always:-
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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?
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Test: Additional Remarks On The Force Method Of Analysis - Question 3
Numerical accuracy of solution increases if flexibility coefficients with larger values are located:-
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Test: Additional Remarks On The Force Method Of Analysis - Question 4
Which of the following primary structure is best for computational purposes?
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Test: Additional Remarks On The Force Method Of Analysis - Question 5
For computational purposes, deflected primary structure ans actual structure should be ___________
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Test: Additional Remarks On The Force Method Of Analysis - Question 6
In general, any structure can be classified as a symmetric one :-
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Test: Additional Remarks On The Force Method Of Analysis - Question 7
Normally, which of the following things may/may not be symmetric to develop symmetricity?
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Test: Additional Remarks On The Force Method Of Analysis - Question 8
Flexibility coefficients depend upon loading of the primary structure.
State whether the above statement is true or false
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Test: Additional Remarks On The Force Method Of Analysis - Question 9
Indeterminate analysis of a symmetrical structure is difficult from that of a non symmetric one.
State whether the above statement is true or false.
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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.
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