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Structural Analysis

Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

curvature
slope
deflection
bending moment

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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
0.5 L
0.234 L
0.25 L

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Structural Analysis
Principle of superposition is applicable when

None of these
Deflections are linear functions of applied forces
The action of applied forces will be affected by small deformations of the structure
Material obeys Hooke's law

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

remains unchanged
is increased
becomes zero
is decreased

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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/3EI
L/4EI

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.24 Wl
0.25 Wl
0.20 Wl
0.16 Wl

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