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Theory of Structures

Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Straight line
Parabola
Circle

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/3EL
WL3/8EL
WL3/24EL
WL3/48EL

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 1/M
Width b 3 M
Width b M 2
Width b M

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
W²L/AE
WL/2AE
WL/AE

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof load
Stiffness
Proof resilience

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
1
1.5
2

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