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Structural Analysis

Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

15 kN.m
30 kN.m
60 kN.m
8 kN.m

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 2j
m – r + 2j
m + r – 3j
m + r + 2j

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

3/4
1
1/2
0

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

None of these
Sum of (a) and (b)
1.2 times the minimum overturning moment due to dead load
1.4 times the minimum overturning moment due to dead load

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

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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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