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Structural Analysis

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

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Structural Analysis
The principle of virtual work can be applied to elastic system by considering the virtual work of

None of these
Internal as well as external forces
Internal forces only
External forces only

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.211 L
0.234 L
0.5 L
0.25 L

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

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

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Inclined direction
Vertical direction
The direction in which the deflection is required
Horizontal direction

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

None of these
zero length
infinite length
zero moment of inertia

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MORE MCQ ON Structural Analysis

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