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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

Parabola
Ellipse
Circle
Straight line

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

L/d
L/2d
(L/3d)²
(L/2d)²

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Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It moves vertically
It rotates about its C.G.

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Proof load
Proof resilience
Stiffness

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
B.M. will be zero throughout
Horizontal thrust is wl2/8h
All of these

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Rigidity
Modulus of Elasticity
Both A. and B.

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