what is uniform bending and non uniform bending
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UNIFORM BENDING : uniform bending, every element of the beam is bent with the same radius of curvature. ... The beam is loadeduniformly on its both ends, the bent beam forms an arc of a circle. An elevation in the beam is produced. Thisbending is called uniform bending.
NON UNIFORM BENDING : A non-uniform bending it is the case where the cross-section is not only bent but also sheared. It is known from the statics that in such a case, the bending moment in a member is non constant, hence the name “non-uniform bending”. The case takes place as a result of the member loading, perpendicular to its longitudinal axis.
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UNIFORM BENDING : uniform bending, every element of the beam is bent with the same radius of curvature. ... The beam is loadeduniformly on its both ends, the bent beam forms an arc of a circle. An elevation in the beam is produced. Thisbending is called uniform bending.
NON UNIFORM BENDING : A non-uniform bending it is the case where the cross-section is not only bent but also sheared. It is known from the statics that in such a case, the bending moment in a member is non constant, hence the name “non-uniform bending”. The case takes place as a result of the member loading, perpendicular to its longitudinal axis.
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Answer:
The depression created if the beam is loaded at its midpoint won't resemble an arc of a circle. Non-uniform bending is the name given to this kind of bending. The elevation that results from loading the beam at both ends will take the shape of a circle. Uniform bending is the name given to this kind of bending.
Explanation:
- UNIFORM BENDING : Every component of the beam is bent with a uniform radius of curvature. The beam is loaded uniformly at both ends, bending the beam into a circle shape. The result is an elevation in the beam. Uniform bending describes this bending.
- NON UNIFORM BENDING : In an instance of non-uniform bending, the cross-section is both bent and sheared. The term "non-uniform bending" was coined because it is known from statics that in such a situation, the bending moment in a member is not constant. As a result of the member being loaded perpendicular to its longitudinal axis, the situation occurs.
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