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Structural Analysis

Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

3
4
9
6

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Structural Analysis
For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal (i) Of a stiffness matrix must be positive (ii) Of a stiffness matrix must be negative (iii) Of a flexibility matrix must be positive (iv) Of a flexibility matrix must be negative The correct answer is

(ii) and (iv)
(i) and (iv)
(i) and (iii)
(ii) and (iii)

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/2EI
L/EI
L/4EI
L/3EI

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

zero
1
greater than 1
less than 1

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from tension to compression
Always be compression
Always be tension
Change from compression to tension

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + r) = 3j
(3m + r) = 3j
(m + r) = 2j
(m + 3r) = 3j

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MORE MCQ ON Structural Analysis

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