A neutral plane in a loaded beam is the one
where the fibres are neither in compression nor in tension
When a beam is subjected to external forces or moments, it typically undergoes bending. This bending action causes internal stresses within the beam's material. Different parts of the beam's cross-section experience different types of stress.
In a typical scenario where a beam bends downwards due to applied loads, the material along the top surface gets compressed. This means the top fibres shorten. Conversely, the material along the bottom surface gets stretched, experiencing tension, which means the bottom fibres lengthen. This creates a gradual variation or gradient of stress across the depth of the beam's cross-section.
Amidst this distribution of compression and tension, there exists a specific plane within the beam's cross-section where the stress is exactly zero. This unique plane is known as the neutral plane, often referred to as the neutral axis when considering a 2D view. The fibres located precisely on this neutral plane are neither compressed nor stretched; they maintain their original length.
where the fibres are neither in compression nor in tension
This statement is the correct definition of the neutral plane. It accurately describes the state of the fibres lying on this plane, where the longitudinal stress and strain are zero due to the balance between compressive and tensile forces within the beam's cross-section.which is not free from any stress
This option is incorrect. The defining characteristic of the neutral plane is that it *is* free from longitudinal stress.which either bends or changes in length
This option is incorrect. The neutral plane itself is a geometric reference within the beam that does not change its length during bending. It's the fibres parallel to this plane, but located above or below it, that experience changes in length (compression or tension).which neither bends nor changes in length
While the neutral plane itself doesn't change length, this description is less precise than Option 1. Option 1 focuses on the crucial aspect: the state of the fibres *at* the neutral plane, meaning the absence of stress and strain. This is the fundamental concept.The shear force diagram for a simply supported beam carrying a uniformly distributed load of w per unit length, consists of:
The bending moment diagram of a simply supported beam carrying uniformly distributed load over the entire span is-
A simply supported beam is subjected to a linearly varying load from one end to other end. The nature of variation of shear force diagram is-
Which type of beam, freely supported at two points, has one or both ends extending beyond these supports?
Which of the following statements are correct?