VIDEOS 1 TO 50

Bending Moment

Published: 2014/08/29

Channel: moodlemech

What is Concept of Shear Force and Bending Moment.

Published: 2016/08/08

Channel: Ekeeda

Internal Forces-Tension, Shear Force, Bending Moment

Published: 2012/02/24

Channel: Darryl Morrell

Beams | Bending Moment and Shear Force Diagram

Published: 2013/07/16

Channel: Learn Engineering

Mechanical Engineering: Internal Forces on Beams (5 of 27) Bending Moments Explained

Published: 2016/04/26

Channel: Michel van Biezen

05) Bending Moment (Elastic Case)

Published: 2009/06/20

Channel: BioMechie

Structures III: Bending Moment Video

Published: 2008/09/11

Channel: MTI1550

HSC Engineering Bending Moments and Shear Force Diagrams

Published: 2012/11/16

Channel: HSCEngineering

Statics: Lesson 60 - Shear Moment Diagram, The Equation Method

Published: 2015/11/10

Channel: Jeff Hanson

Part- 1 . Problem 1 Shear Force and Bending Moment.

Published: 2015/11/01

Channel: Ekeeda

Beams - BMD and SFD

Published: 2008/09/02

Channel: nptelhrd

BENDING MOMENTS IN BEAMS - Simply supported beam with UDL

Published: 2013/11/14

Channel: Mike Bather

Instructional Video: Bending Moment in a Beam Lab

Published: 2016/05/05

Channel: Cornelis Kok

Problem 1 on Shear Force and Bending Moment.

Published: 2016/08/08

Channel: Ekeeda

English - Finding Shear Force and Bending Moment Equations for a Simple Beam

Published: 2012/01/06

Channel: CTSCIVIL

How to draw shear Force & Bending moment diagram (Cantilever beam) - GATE 2016 examination

Published: 2015/12/02

Channel: CHINMAYACADEMY

Bending Moment of a beam and Flexural Rigidity | BSc Physics in HINDI | EduPoint

Published: 2016/12/01

Channel: EduPoint

bending moment model

Published: 2015/04/17

Channel: MrSgt911

Bending Moment Diagrams

Published: 2012/02/28

Channel: Darryl Morrell

EASY WAY TO DRAW SHEAR FORCE DIAGRAM AND BENDING MOMENT DIAGRAM

Published: 2016/10/18

Channel: Short Notes

Shear Force and bending moment diagram in hindi , Strength of materials Part 5 TA0008

Published: 2016/10/01

Channel: Technical Atyachar

How to Draw: SFD & BMD

Published: 2012/10/11

Channel: eLA Taylor's

Shear Force and Bending Moment Diagram (Gate lectures)

Published: 2015/11/24

Channel: GateMentor

Part 1. Problem 2. Shear Force and Bending Moment.

Published: 2015/11/01

Channel: Ekeeda

Shear Force and Bending Moment_Part 2_Concept of Bending Moment

Published: 2017/09/28

Channel: Manas Patnaik

Lecture 13, Stress in beams subjected to bending moment and axial force (Lecture)

Published: 2016/10/10

Channel: Mechanics of Materials (Libre)

Shear forces and bending moments: the basics

Published: 2014/08/21

Channel: Structural Engineering Basics

shear force and bending moment diagram for simply supported beam with udl

Published: 2017/09/15

Channel: GTU MIMP

What is Shear Force and Bending Moment? | Lecture - 18

Published: 2017/11/29

Channel: Civilocity

Abhisek Arya- Shear force and bending moment diagrams

Published: 2013/12/02

Channel: Jiet Jodhpur

Shear Force and Bending Moment Diagram | Strength of Materials | | GATE Preparation | ME

Published: 2017/06/24

Channel: THE GATE ACADEMY

TWO EASY WAYS TO DRAW BENDING MOMENT DIAGRAM " STRENGTH OF MATERIAL"

Published: 2016/10/18

Channel: Short Notes

Shear force and bending moment diagrams example #4: applied moment

Published: 2017/05/07

Channel: Engineer4Free

Statics Lecture 26: Internal forces -- Shear Force and Bending Moment Functions and Diagrams

Published: 2013/03/15

Channel: Yiheng Wang

Lecture on Shear Force & Bending Moment Diagram for Simply Supported Beams (In Hindi)

Published: 2017/01/15

Channel: Mechanical Mentors by :- Ankur Malviya

Shear Force and Bending Moment Diagram of a SS Beam | Lecture - 22

Published: 2017/12/24

Channel: Civilocity

Structures-Find the Max Bending Moment in Beam

Published: 2014/12/03

Channel: Civil Engineering Academy

Maximum Bending Moment and Stress in Simply Supported Beam

Published: 2017/02/07

Channel: Ujjwal Kumar Sen

How to draw shear force & bending moment diagram (PART II) - GATE 2016 exam preparation

Published: 2015/10/08

Channel: CHINMAYACADEMY

Shear force and bending moment diagram practice problem #7

Published: 2017/11/25

Channel: Engineer4Free

Shear force and bending moment diagram practice problem #8

Published: 2017/11/25

Channel: Engineer4Free

SHEAR FORCE & BENDING MOMENT (हिन्दी )!LEARN AND GROW

Published: 2017/12/08

Channel: LEARN AND GROW

Shear force and bending moment diagram practice problem #4

Published: 2017/11/21

Channel: Engineer4Free

How to draw Shear force & bending moment diagram - GATE 2016 examination

Published: 2015/10/04

Channel: CHINMAYACADEMY

Shear, Bending Moment, Bending Stress Diagrams (Nazeer A. Khan)

Published: 2012/05/20

Channel: Nazeer Khan

Maximum Bending Moment and Deflection GATE Previous Year Questions

Published: 2017/02/07

Channel: Ujjwal Kumar Sen

Part 2. Problem 2. Shear Force and Bending Moment.

Published: 2015/11/01

Channel: Ekeeda

Part 1. Problem 4. Shear Force and Bending Moment.

Published: 2015/11/01

Channel: Ekeeda

Shear Force and bending moment lecture in hindi, Strength of materials Part 5

Published: 2017/02/12

Channel: VISHAL DAHIFALE

12. Relation between Shear Force, Bending Moment and Loading Rate

Published: 2017/11/23

Channel: MKS TUTORIALS by Manoj Sir

A **bending moment** is the reaction induced in a structural element when an external force or moment is applied to the element causing the element to bend.^{[1]}^{[2]} The most common or simplest structural element subjected to bending moments is the beam. The example shows a beam which is simply supported at both ends. Simply supported means that each end of the beam can rotate; therefore each end support has no bending moment. The ends can only react to the shear loads. Other beams can have both ends fixed; therefore each end support has both bending moment and shear reaction loads. Beams can also have one end fixed and one end simply supported. The simplest type of beam is the cantilever, which is fixed at one end and is free at the other end (neither simple or fixed). In reality, beam supports are usually neither absolutely fixed nor absolutely rotating freely.

The internal reaction loads in a cross-section of the structural element can be resolved into a resultant force and a resultant couple. For equilibrium, the moment created by external forces (and external moments) must be balanced by the couple induced by the internal loads. The resultant internal couple is called the **bending moment** while the resultant internal force is called the **shear force** (if it is transverse to the plane of element) or the **normal force** (if it is along the plane of the element).

The bending moment at a section through a structural element may be defined as "the sum of the moments about that section of all external forces acting to one side of that section". The forces and moments on either side of the section must be equal in order to counteract each other and maintain a state of equilibrium so the same bending moment will result from summing the moments, regardless of which side of the section is selected. If clockwise bending moments are taken as negative, then a negative bending moment within an element will cause "sagging", and a positive moment will cause "hogging". It is therefore clear that a point of zero bending moment within a beam is a point of contraflexure—that is the point of transition from hogging to sagging or vice versa.

Moments and torques are measured as a force multiplied by a distance so they have as unit newton-metres (N·m), or pound-foot (lbf·ft). The concept of bending moment is very important in engineering (particularly in civil and mechanical engineering) and physics.

Tensile and compressive stresses increase proportionally with bending moment, but are also dependent on the second moment of area of the cross-section of a beam (that is, the shape of the cross-section, such as a circle, square or I-beam being common structural shapes). Failure in bending will occur when the bending moment is sufficient to induce tensile stresses greater than the yield stress of the material throughout the entire cross-section. In structural analysis, this bending failure is called a plastic hinge, since the full load carrying ability of the structural element is not reached until the full cross-section is past the yield stress. It is possible that failure of a structural element in shear may occur before failure in bending, however the mechanics of failure in shear and in bending are different.

Moments are calculated by multiplying the external vector forces (loads or reactions) by the vector distance at which they are applied. When analysing an entire element, it is sensible to calculate moments at both ends of the element, at the beginning, centre and end of any uniformly distributed loads, and directly underneath any point loads. Of course any "pin-joints" within a structure allow free rotation, and so zero moment occurs at these points as there is no way of transmitting turning forces from one side to the other.

It is more common to use the convention that a clockwise bending moment to the left of the point under consideration is taken as positive. This then corresponds to the second derivative of a function which, when positive, indicates a curvature that is 'lower at the centre' i.e. sagging. When defining moments and curvatures in this way calculus can be more readily used to find slopes and deflections.

Critical values within the beam are most commonly annotated using a bending moment diagram, where negative moments are plotted to scale above a horizontal line and positive below. Bending moment varies linearly over unloaded sections, and parabolically over uniformly loaded sections.

Engineering descriptions of the computation of bending moments can be confusing because of unexplained sign conventions and implicit assumptions. The descriptions below use vector mechanics to compute moments of force and bending moments in an attempt to explain, from first principles, why particular sign conventions are chosen.

An important part of determining bending moments in practical problems is the computation of moments of force. Let be a force vector acting at a point **A** in a body. The moment of this force about a reference point (**O**) is defined as^{[2]}

where is the moment vector and is the position vector from the reference point (**O**) to the point of application of the force (**A**). The symbol indicates the vector cross product. For many problems, it is more convenient to compute the moment of force about an axis that passes through the reference point **O**. If the unit vector along the axis is , the moment of force about the axis is defined as

where indicates the vector dot product.

The adjacent figure shows a beam that is acted upon by a force . If the coordinate system is defined by the three unit vectors , we have the following

Therefore,

The moment about the axis is then

The negative value suggests that a moment that tends to rotate a body clockwise around an axis should have a **negative** sign. However, the actual sign depends on the choice of the three axes . For instance, if we choose another right handed coordinate system with , we have

Then,

For this new choice of axes, a **positive** moment tends to rotate body clockwise around an axis.

In a rigid body or in an unconstrained deformable body, the application of a moment of force causes a pure rotation. But if a deformable body is constrained, it develops internal forces in response to the external force so that equilibrium is maintained. An example is shown in the figure below. These internal forces will cause local deformations in the body.

For equilibrium, the sum of the internal force vectors is equal to the applied external force and the sum of the moment vectors created by the internal forces is equal to the moment of the external force. The internal force and moment vectors are oriented in such a way that the total force (internal + external) and moment (external + internal) of the system is zero. The internal moment vector is called the **bending moment**.^{[1]}

Though bending moments have been used to determine the stress states in arbitrary shaped structures, the physical interpretation of the computed stresses is problematic. However, physical interpretations of bending moments in beams and plates have a straightforward interpretation as the stress resultants in a cross-section of the structural element. For example, in a beam in the figure, the bending moment vector due to stresses in the cross-section *A* perpendicular to the *x*-axis is given by

Expanding this expression we have,

We define the bending moment components as

The internal moments are computed about an origin that is at the neutral axis of the beam or plate and the integration is through the thickness ()

In the beam shown in the adjacent figure, the external forces are the applied force at point **A** () and the reactions at the two support points **O** and **B** ( and ). The reactions can be computed using balances of forces and moments about point **A**, i.e.,

If is the length of the beam, we have

If we solve for the reactions we have

Looking at the free body diagram of the part of the beam to the left of point **X**, the total moment of the external forces about the point **X** is

If we compute the cross products, we have

For this situation, the only non-zero component of the bending moment is

For the sum of the moments at **X** about the axis to be zero, we require

At , we have .

In the above discussion, it is implicitly assumed that the bending moment is positive when the top of the beam is compressed. That can be seen if we consider a linear distribution of stress in the beam and find the resulting bending moment. Let the top of the beam be in compression with a stress and let the bottom of the beam have a stress . Then the stress distribution in the beam is . The bending moment due to these stresses is

where is the area moment of inertia of the cross-section of the beam. Therefore the bending moment is positive when the top of the beam is in compression.

Many authors follow a different convention in which the stress resultant is defined as

In that case, positive bending moments imply that the top of the beam is in tension. Of course, the definition of **top** depends on the coordinate system being used. In the examples above, the top is the location with the largest -coordinate.

- Buckling
- Twisting moment
- Shear and moment diagrams
- Stress resultants
- First moment of area
- Influence line
- Second moment of area
- List of area moments of inertia
- Wing bending relief

Wikimedia Commons has media related to .Bending moment |

Wikiversity has learning resources about Shear Force and Bending Moment Diagrams |

None of the audio/visual content is hosted on this site. All media is embedded from other sites such as GoogleVideo, Wikipedia, YouTube etc. Therefore, this site has no control over the copyright issues of the streaming media.

All issues concerning copyright violations should be aimed at the sites hosting the material. This site does not host any of the streaming media and the owner has not uploaded any of the material to the video hosting servers. Anyone can find the same content on Google Video or YouTube by themselves.

The owner of this site cannot know which documentaries are in public domain, which has been uploaded to e.g. YouTube by the owner and which has been uploaded without permission. The copyright owner must contact the source if he wants his material off the Internet completely.

Wikipedia content is licensed under the GFDL and (CC) license