A- Moment and Bending moment
B- What the Bending Moment does to the Beam
C-Sign convention for bending moments
D- WHY WE DRAW B.M.D (APPLICATIONS)
E- Technique to find B.M.D
F- S.F.D and B.M.D for cantilever beam
Here presenting you the Introduction persentation of SFD and BMD. There are some concepts in the presentation. Easy to Understand...!!
Read N Xplore..!!
This document provides information about analyzing thin cylinders under pressure. It discusses the three types of stresses induced on thin cylinders subjected to internal pressure - hoop/circumferential stress, longitudinal stress, and radial pressure. For thin cylinders where the wall thickness is less than 1/20th of the internal diameter, the radial pressure is neglected. Equations are derived to calculate the circumferential and longitudinal stresses based on the internal pressure and wall thickness. The circumferential stress is twice the longitudinal stress. Strains due to these stresses are obtained using Hooke's law and Poisson's theory.
This document provides information about shear stresses and shear force in structures. It includes:
- Definitions of shear force and shear stress. Shear force is an unbalanced force parallel to a cross-section, and shear stress develops to resist the shear force.
- Explanations of horizontal and vertical shear stresses that develop in beams due to bending moments. Shear stress is highest at the neutral axis and reduces towards the top and bottom of the beam cross-section.
- Derivations of formulas for calculating shear stress across different beam cross-sections. Shear stress is directly proportional to the shear force and beam geometry.
- Examples of calculating maximum and average shear stresses for various cross-sections
This document discusses strength of materials concepts related to shear force diagrams (SFD) and bending moment diagrams (BMD) for beams. It defines key terms like shear force, bending moment, and point of contraflexure. It also explains how to draw SFDs and BMDs for different beam types under various loading conditions and the relationships between loading, shear force, and bending moment. Application of the diagrams to reinforcement design is also mentioned.
This document discusses the shear center of beam sections. It defines the shear center as the point where a load can be applied to cause pure bending without any twisting. It then provides properties of the shear center, including that it lies on the axis of symmetry for some sections. Methods for determining the location of the shear center are presented, including using the first moment of area. Real-life examples of applying shear center concepts to purlins and channel sections are given. The document concludes with an example problem of locating the shear center and calculating shear stresses for a hat section.
1. The document defines static load, failure, material strength properties including yield strength and ultimate strength in tension and compression.
2. It describes ductile materials as deforming significantly before fracturing, while brittle materials yield very little before fracturing and have similar yield and ultimate strengths.
3. The maximum shear stress theory and distortion energy theory are introduced as failure theories used in design based on yield strength and ultimate strength respectively. Safety factors are used to avoid failure based on these theories.
What is Bending Moment?
What are its sign conventions?
What is BMD?
What is the difference between moment and bending moment?
Find out answers for these questions and many more in this presentation.
Strength of Materials-Shear Force and Bending Moment Diagram.pptxDr.S.SURESH
The document discusses transverse loading on beams and stress in beams. It defines different types of beams including cantilever, simply supported, overhanging, and continuous beams. It also defines types of loads such as point loads and uniformly distributed loads. It explains shear force as the sum of vertical forces on one side of a point on the beam. Bending moment is defined as the sum of moments due to vertical forces. Shear force diagrams and bending moment diagrams are used to show shear force and bending moment at every section of the beam due to transverse loading. An example problem is provided to illustrate calculating and drawing the shear force and bending moment diagrams for a cantilever beam with a point load.
Here presenting you the Introduction persentation of SFD and BMD. There are some concepts in the presentation. Easy to Understand...!!
Read N Xplore..!!
This document provides information about analyzing thin cylinders under pressure. It discusses the three types of stresses induced on thin cylinders subjected to internal pressure - hoop/circumferential stress, longitudinal stress, and radial pressure. For thin cylinders where the wall thickness is less than 1/20th of the internal diameter, the radial pressure is neglected. Equations are derived to calculate the circumferential and longitudinal stresses based on the internal pressure and wall thickness. The circumferential stress is twice the longitudinal stress. Strains due to these stresses are obtained using Hooke's law and Poisson's theory.
This document provides information about shear stresses and shear force in structures. It includes:
- Definitions of shear force and shear stress. Shear force is an unbalanced force parallel to a cross-section, and shear stress develops to resist the shear force.
- Explanations of horizontal and vertical shear stresses that develop in beams due to bending moments. Shear stress is highest at the neutral axis and reduces towards the top and bottom of the beam cross-section.
- Derivations of formulas for calculating shear stress across different beam cross-sections. Shear stress is directly proportional to the shear force and beam geometry.
- Examples of calculating maximum and average shear stresses for various cross-sections
This document discusses strength of materials concepts related to shear force diagrams (SFD) and bending moment diagrams (BMD) for beams. It defines key terms like shear force, bending moment, and point of contraflexure. It also explains how to draw SFDs and BMDs for different beam types under various loading conditions and the relationships between loading, shear force, and bending moment. Application of the diagrams to reinforcement design is also mentioned.
This document discusses the shear center of beam sections. It defines the shear center as the point where a load can be applied to cause pure bending without any twisting. It then provides properties of the shear center, including that it lies on the axis of symmetry for some sections. Methods for determining the location of the shear center are presented, including using the first moment of area. Real-life examples of applying shear center concepts to purlins and channel sections are given. The document concludes with an example problem of locating the shear center and calculating shear stresses for a hat section.
1. The document defines static load, failure, material strength properties including yield strength and ultimate strength in tension and compression.
2. It describes ductile materials as deforming significantly before fracturing, while brittle materials yield very little before fracturing and have similar yield and ultimate strengths.
3. The maximum shear stress theory and distortion energy theory are introduced as failure theories used in design based on yield strength and ultimate strength respectively. Safety factors are used to avoid failure based on these theories.
What is Bending Moment?
What are its sign conventions?
What is BMD?
What is the difference between moment and bending moment?
Find out answers for these questions and many more in this presentation.
Strength of Materials-Shear Force and Bending Moment Diagram.pptxDr.S.SURESH
The document discusses transverse loading on beams and stress in beams. It defines different types of beams including cantilever, simply supported, overhanging, and continuous beams. It also defines types of loads such as point loads and uniformly distributed loads. It explains shear force as the sum of vertical forces on one side of a point on the beam. Bending moment is defined as the sum of moments due to vertical forces. Shear force diagrams and bending moment diagrams are used to show shear force and bending moment at every section of the beam due to transverse loading. An example problem is provided to illustrate calculating and drawing the shear force and bending moment diagrams for a cantilever beam with a point load.
The document discusses the concepts of buoyancy, stability, and equilibrium of submerged and floating bodies in fluids. It states that:
1. According to Archimedes' principle, the buoyant force on a submerged body equals the weight of the fluid displaced and acts vertically upwards through the centroid of the displaced volume. For a floating body in equilibrium, the buoyant force must balance the weight of the body.
2. A submerged body will be in stable, unstable, or neutral equilibrium depending on whether its center of gravity is below, above, or coincident with the center of buoyancy, respectively.
3. For a floating body, stability depends on the relative positions of its metac
This document provides an introduction to axial deformations in structural members under uniaxial loading. It discusses normal stress, shear stress, and bearing stress. It also covers strain, stress on inclined planes, and deformation of axially loaded members. Examples are provided to calculate stresses in pinned connections and determine stresses on inclined planes of a loaded bar. The key topics covered are stress definitions and calculations, Saint-Venant's principle, stress transformations on inclined planes, and introduction of strain as a measure of deformation.
This document summarizes information about vibration analysis and damping in structures. It discusses causes and effects of structural vibration, methods for reducing vibration, and analyzing structural vibration through modeling and solving equations of motion. Specific topics covered include free and forced vibration of structures with one degree of freedom, damping methods like viscous, dry friction and hysteretic, vibration isolation, shock excitation, and wind-excited oscillation. Sources of damping in structures and methods for adding damping like dampers and absorbers are also summarized.
Given:
Stresses:
i) 350 N/mm2 for 85% of time
ii) 500 N/mm2 for 3% of time
iii) 400 N/mm2 for 12% of remaining time
Material: Plain carbon steel 50C
Using Miner's rule:
For stress i)
N1/Nf1 = 0.85
Where, N1 is no. of cycles component can withstand at stress 350 N/mm2
Nf1 is no. of cycles to failure at stress 350 N/mm2
Similarly, for other stresses:
N2/Nf2 = 0.03
N3/Nf3 = 0.12
Equ
This document summarizes key terms and concepts related to dynamics of machines including:
1. Basic terms like time period, frequency, angular frequency, and phase of vibration.
2. Classifications of vibration such as free vs forced, damped vs undamped, linear vs non-linear, and deterministic vs random vibration.
3. Components of vibrating systems including springs, masses, and dampers. Equations of motion and natural frequency are derived using various methods.
4. Types of damping and classifications of damped systems based on damping ratio are discussed.
SFD & BMD Shear Force & Bending Moment DiagramSanjay Kumawat
The document discusses shear force and bending moment in beams. It defines key terms like beam, transverse load, shear force, bending moment, and types of loads, supports and beams. It explains how to calculate and draw shear force and bending moment diagrams for different types of loads on beams including point loads, uniformly distributed loads, uniformly varying loads, and loads producing couples or overhangs. Sign conventions and the effect of reactions, loads and geometry on the shear force and bending moment diagrams are also covered.
This document discusses the concept of shear center for beams with non-symmetric cross sections. It defines shear center as the point where a load can be applied such that the beam only bends with no twisting. Formulas to calculate the shear center are presented for common cross sections like channels, I-beams, and circular tubes. Examples of determining the shear center for different cross sections are included. The importance of applying loads through the shear center to prevent twisting is emphasized.
Torsion refers to the twisting of a shaft when a torque or twisting moment acts on it. The angle of twist is defined as the angle through which the shaft's cross section rotates due to the torque. Torque causes rotation, while torsion is the effect produced by torque. Torsion occurs in a shaft when it is subjected to two equal and opposite twisting moments, known as pure torsion. The torsion equation relates the angle of twist in a shaft to the applied torque based on certain assumptions about the shaft's material properties and dimensions. Power can be transmitted through a rotating shaft by applying torque that causes torsion.
This document contains lecture notes on mechanics of solids from the Department of Mechanical Engineering at Indus Institute of Technology & Engineering. It defines key concepts such as load, stress, strain, tensile stress and strain, compressive stress and strain, Young's modulus, shear stress and strain, shear modulus, stress-strain diagrams, working stress, and factor of safety. It also discusses thermal stresses, linear and lateral strain, Poisson's ratio, volumetric strain, bulk modulus, composite bars, bars with varying cross-sections, and stress concentration. The document provides examples to illustrate how to calculate stresses, strains, moduli, and other mechanical properties for different loading conditions.
This document provides an overview of torsion in thin-walled beams. It discusses how torsional loads are generated in wing structures from factors like engine placement. Methods are presented for calculating shear stress and twist angle due to torsion in closed and open section beams, as well as multicellular wing sections. Examples are worked through to demonstrate calculating shear flow distribution, shear stress, and twist angle for beams with various cross-sectional geometries under applied torques.
This document gives the class notes of Unit 5 shear force and bending moment in beams. Subject: Mechanics of materials.
Syllabus contest is as per VTU, Belagavi, India.
Notes Compiled By: Hareesha N Gowda, Assistant Professor, DSCE, Bengaluru-78.
There are four main types of damping: viscous, Coulomb, material, and magnetic. Viscous damping dissipates energy through movement in a fluid medium. Coulomb damping provides a constant damping force opposite to motion caused by dry or insufficiently lubricated friction surfaces. Material or hysteresis damping results from internal friction as a material deforms. Magnetic damping converts kinetic energy to heat through eddy currents induced in a coil or plate near a magnet during oscillation.
1. The document discusses the analysis of statically determinate structures. It describes how to idealize structures by representing joints as pinned or fixed connections.
2. The principle of superposition states that the effects of separate loads on a structure can be added to determine the total effects. This requires structures to behave linearly.
3. Statically determinate structures have as many equations of equilibrium as there are unknown internal forces. These equations can be written and solved to find member forces.
This document discusses free vibration in mechanical systems. It begins by defining free vibration as the motion of an elastic body after being displaced from its equilibrium position and released, without any external forces acting on it. The body undergoes oscillatory motion as the internal elastic forces cause it to return to the equilibrium position, overshoot, and repeat indefinitely.
It then covers key terms used to describe vibratory motion like period, cycle, and frequency. It describes the different types of vibratory motion including free/natural vibration, forced vibration, and damped vibration. Methods for calculating the natural frequency of longitudinal and transverse vibrations are presented, including the equilibrium method, energy method, and Rayleigh's method. Concepts of damping,
Temperature change in a material leaves it with
mechanical expansion & significance
Changes in material properties.
Expansion due to heat, induce
Strains internally.
Hence stress induced
This document provides an overview of fundamental mechanical engineering concepts including stress, strain, Hooke's law, stress-strain diagrams, elastic constants, and mechanical properties. It defines stress as force per unit area and strain as the deformation of a material from stress. Hooke's law states that stress is directly proportional to strain within the elastic limit. Stress-strain diagrams are presented for ductile and brittle materials. Key elastic constants like Young's modulus, shear modulus, and Poisson's ratio are defined along with their relationships. Mechanical properties of materials like elasticity, plasticity, ductility, strength, brittleness, toughness, hardness, and stiffness are also summarized.
1. The document discusses various types of mechanical loading and stresses including tensile, compressive, shear, bending, and torsional stresses.
2. It describes different types of strains and properties of materials like elasticity, plasticity, ductility. Hooke's law and relationships between stress and strain are explained.
3. Methods for analyzing stresses in machine components subjected to combinations of loads are presented, including principal stresses, Mohr's circle, and thermal stresses. Bending stresses and shear stresses are analyzed for beams under different support conditions.
Chapter 6-influence lines for statically determinate structuresISET NABEUL
Influence lines provide a systematic way to determine how forces in a structure vary with the position of a moving load. To construct influence lines for statically determinate structures:
1) Place a unit load at various positions along the member and use static analysis to determine the reaction, shear, or moment at the point of interest.
2) The influence line is drawn by plotting the value of the function versus load position.
3) Influence lines for beams consist of straight line segments, and the maximum shear or moment can be found using the area under the influence line curve.
This document discusses the analysis of fixed beams and three-hinged arches. It begins by defining a fixed beam as a beam with both ends fixed, where the deflection and slope are zero at the fixed ends. It then provides steps for calculating the fixed end moments of a beam subjected to a central point load by first analyzing the beam as simply supported, then applying equivalent end moments to make the slopes zero at the fixed ends. As an example, it analyzes a 6m fixed beam with a central point load of 50kN, finding the fixed end moments to be 37.5 kNm at each end.
This document provides an introduction to bending and shear in simple beams. It discusses the different types of loads, supports, and internal forces that beams experience. Beams can experience bending moments and shear forces from applied loads. Shear and moment diagrams can be constructed to understand the internal forces along the beam. The diagrams are developed using the equilibrium method or semi-graphical method based on the loads, supports, and geometry of the beam. An example problem demonstrates constructing shear and moment diagrams.
The document discusses the concepts of buoyancy, stability, and equilibrium of submerged and floating bodies in fluids. It states that:
1. According to Archimedes' principle, the buoyant force on a submerged body equals the weight of the fluid displaced and acts vertically upwards through the centroid of the displaced volume. For a floating body in equilibrium, the buoyant force must balance the weight of the body.
2. A submerged body will be in stable, unstable, or neutral equilibrium depending on whether its center of gravity is below, above, or coincident with the center of buoyancy, respectively.
3. For a floating body, stability depends on the relative positions of its metac
This document provides an introduction to axial deformations in structural members under uniaxial loading. It discusses normal stress, shear stress, and bearing stress. It also covers strain, stress on inclined planes, and deformation of axially loaded members. Examples are provided to calculate stresses in pinned connections and determine stresses on inclined planes of a loaded bar. The key topics covered are stress definitions and calculations, Saint-Venant's principle, stress transformations on inclined planes, and introduction of strain as a measure of deformation.
This document summarizes information about vibration analysis and damping in structures. It discusses causes and effects of structural vibration, methods for reducing vibration, and analyzing structural vibration through modeling and solving equations of motion. Specific topics covered include free and forced vibration of structures with one degree of freedom, damping methods like viscous, dry friction and hysteretic, vibration isolation, shock excitation, and wind-excited oscillation. Sources of damping in structures and methods for adding damping like dampers and absorbers are also summarized.
Given:
Stresses:
i) 350 N/mm2 for 85% of time
ii) 500 N/mm2 for 3% of time
iii) 400 N/mm2 for 12% of remaining time
Material: Plain carbon steel 50C
Using Miner's rule:
For stress i)
N1/Nf1 = 0.85
Where, N1 is no. of cycles component can withstand at stress 350 N/mm2
Nf1 is no. of cycles to failure at stress 350 N/mm2
Similarly, for other stresses:
N2/Nf2 = 0.03
N3/Nf3 = 0.12
Equ
This document summarizes key terms and concepts related to dynamics of machines including:
1. Basic terms like time period, frequency, angular frequency, and phase of vibration.
2. Classifications of vibration such as free vs forced, damped vs undamped, linear vs non-linear, and deterministic vs random vibration.
3. Components of vibrating systems including springs, masses, and dampers. Equations of motion and natural frequency are derived using various methods.
4. Types of damping and classifications of damped systems based on damping ratio are discussed.
SFD & BMD Shear Force & Bending Moment DiagramSanjay Kumawat
The document discusses shear force and bending moment in beams. It defines key terms like beam, transverse load, shear force, bending moment, and types of loads, supports and beams. It explains how to calculate and draw shear force and bending moment diagrams for different types of loads on beams including point loads, uniformly distributed loads, uniformly varying loads, and loads producing couples or overhangs. Sign conventions and the effect of reactions, loads and geometry on the shear force and bending moment diagrams are also covered.
This document discusses the concept of shear center for beams with non-symmetric cross sections. It defines shear center as the point where a load can be applied such that the beam only bends with no twisting. Formulas to calculate the shear center are presented for common cross sections like channels, I-beams, and circular tubes. Examples of determining the shear center for different cross sections are included. The importance of applying loads through the shear center to prevent twisting is emphasized.
Torsion refers to the twisting of a shaft when a torque or twisting moment acts on it. The angle of twist is defined as the angle through which the shaft's cross section rotates due to the torque. Torque causes rotation, while torsion is the effect produced by torque. Torsion occurs in a shaft when it is subjected to two equal and opposite twisting moments, known as pure torsion. The torsion equation relates the angle of twist in a shaft to the applied torque based on certain assumptions about the shaft's material properties and dimensions. Power can be transmitted through a rotating shaft by applying torque that causes torsion.
This document contains lecture notes on mechanics of solids from the Department of Mechanical Engineering at Indus Institute of Technology & Engineering. It defines key concepts such as load, stress, strain, tensile stress and strain, compressive stress and strain, Young's modulus, shear stress and strain, shear modulus, stress-strain diagrams, working stress, and factor of safety. It also discusses thermal stresses, linear and lateral strain, Poisson's ratio, volumetric strain, bulk modulus, composite bars, bars with varying cross-sections, and stress concentration. The document provides examples to illustrate how to calculate stresses, strains, moduli, and other mechanical properties for different loading conditions.
This document provides an overview of torsion in thin-walled beams. It discusses how torsional loads are generated in wing structures from factors like engine placement. Methods are presented for calculating shear stress and twist angle due to torsion in closed and open section beams, as well as multicellular wing sections. Examples are worked through to demonstrate calculating shear flow distribution, shear stress, and twist angle for beams with various cross-sectional geometries under applied torques.
This document gives the class notes of Unit 5 shear force and bending moment in beams. Subject: Mechanics of materials.
Syllabus contest is as per VTU, Belagavi, India.
Notes Compiled By: Hareesha N Gowda, Assistant Professor, DSCE, Bengaluru-78.
There are four main types of damping: viscous, Coulomb, material, and magnetic. Viscous damping dissipates energy through movement in a fluid medium. Coulomb damping provides a constant damping force opposite to motion caused by dry or insufficiently lubricated friction surfaces. Material or hysteresis damping results from internal friction as a material deforms. Magnetic damping converts kinetic energy to heat through eddy currents induced in a coil or plate near a magnet during oscillation.
1. The document discusses the analysis of statically determinate structures. It describes how to idealize structures by representing joints as pinned or fixed connections.
2. The principle of superposition states that the effects of separate loads on a structure can be added to determine the total effects. This requires structures to behave linearly.
3. Statically determinate structures have as many equations of equilibrium as there are unknown internal forces. These equations can be written and solved to find member forces.
This document discusses free vibration in mechanical systems. It begins by defining free vibration as the motion of an elastic body after being displaced from its equilibrium position and released, without any external forces acting on it. The body undergoes oscillatory motion as the internal elastic forces cause it to return to the equilibrium position, overshoot, and repeat indefinitely.
It then covers key terms used to describe vibratory motion like period, cycle, and frequency. It describes the different types of vibratory motion including free/natural vibration, forced vibration, and damped vibration. Methods for calculating the natural frequency of longitudinal and transverse vibrations are presented, including the equilibrium method, energy method, and Rayleigh's method. Concepts of damping,
Temperature change in a material leaves it with
mechanical expansion & significance
Changes in material properties.
Expansion due to heat, induce
Strains internally.
Hence stress induced
This document provides an overview of fundamental mechanical engineering concepts including stress, strain, Hooke's law, stress-strain diagrams, elastic constants, and mechanical properties. It defines stress as force per unit area and strain as the deformation of a material from stress. Hooke's law states that stress is directly proportional to strain within the elastic limit. Stress-strain diagrams are presented for ductile and brittle materials. Key elastic constants like Young's modulus, shear modulus, and Poisson's ratio are defined along with their relationships. Mechanical properties of materials like elasticity, plasticity, ductility, strength, brittleness, toughness, hardness, and stiffness are also summarized.
1. The document discusses various types of mechanical loading and stresses including tensile, compressive, shear, bending, and torsional stresses.
2. It describes different types of strains and properties of materials like elasticity, plasticity, ductility. Hooke's law and relationships between stress and strain are explained.
3. Methods for analyzing stresses in machine components subjected to combinations of loads are presented, including principal stresses, Mohr's circle, and thermal stresses. Bending stresses and shear stresses are analyzed for beams under different support conditions.
Chapter 6-influence lines for statically determinate structuresISET NABEUL
Influence lines provide a systematic way to determine how forces in a structure vary with the position of a moving load. To construct influence lines for statically determinate structures:
1) Place a unit load at various positions along the member and use static analysis to determine the reaction, shear, or moment at the point of interest.
2) The influence line is drawn by plotting the value of the function versus load position.
3) Influence lines for beams consist of straight line segments, and the maximum shear or moment can be found using the area under the influence line curve.
This document discusses the analysis of fixed beams and three-hinged arches. It begins by defining a fixed beam as a beam with both ends fixed, where the deflection and slope are zero at the fixed ends. It then provides steps for calculating the fixed end moments of a beam subjected to a central point load by first analyzing the beam as simply supported, then applying equivalent end moments to make the slopes zero at the fixed ends. As an example, it analyzes a 6m fixed beam with a central point load of 50kN, finding the fixed end moments to be 37.5 kNm at each end.
This document provides an introduction to bending and shear in simple beams. It discusses the different types of loads, supports, and internal forces that beams experience. Beams can experience bending moments and shear forces from applied loads. Shear and moment diagrams can be constructed to understand the internal forces along the beam. The diagrams are developed using the equilibrium method or semi-graphical method based on the loads, supports, and geometry of the beam. An example problem demonstrates constructing shear and moment diagrams.
The document discusses shear force and bending moment diagrams. It defines shear force and bending moment, explaining that shear force acts perpendicular to the beam's axis while bending moment acts to bend the beam. It outlines the procedure to determine shear force and bending moment diagrams: (1) calculate support reactions, (2) divide the beam into segments based on loading, (3) draw free body diagrams and calculate expressions for each segment. As an example, it analyzes a simply supported beam with two loads to derive the shear force and bending moment expressions and diagrams.
Unit 2 Shear force and bending moment.pptxPraveen Kumar
This document discusses mechanics of solids, specifically shear force and bending moment in beams. It defines beams, different types of beams like cantilever, simply supported, overhanging and continuous beams. It also defines types of loads like point loads and uniformly distributed loads. It then defines shear force and bending moment, and how to calculate and draw shear force diagrams and bending moment diagrams. An example problem is shown of calculating the shear force and bending moment in a cantilever beam with a point load. Shear force and bending moment diagrams are important tools for analyzing the internal effects of loads on beams.
This document discusses shear force and bending moment diagrams (SFD & BMD) for beams under different loading conditions. It defines key terms like shear force, bending moment, sagging and hogging bending moments. It also describes the relationships between applied loads, shear forces and bending moments. Examples are provided to demonstrate how to draw SFDs and BMDs and calculate reactions, shear forces and bending moments at different sections of beams. Points of contraflexure, where the bending moment changes sign, are also identified.
1. Shear force and bending moment diagrams are analytical tools used to determine the shear force and bending moment values at different points along a beam under loading. These diagrams help with structural design and analysis.
2. The document discusses different types of beams, loads, and support conditions. It provides examples of calculating and drawing shear force and bending moment diagrams for beams with various loading scenarios, including cantilever beams with point loads, simply supported beams with point loads, and overhanging beams with uniform loads.
3. Key steps in drawing the diagrams are outlined, such as using consistent scaling, labeling principal values, and showing sign conventions clearly. The variation in shear force and bending moment is also summarized for different load types
The document discusses bending stresses in beams. It begins by outlining simplifying assumptions made in deriving the flexure formula to relate bending stresses to bending moments. These assumptions include plane sections remaining plane and perpendicular to the deformed beam axis. The neutral axis is defined as the axis where longitudinal fibers experience no deformation.
The derivation of the flexure formula is shown. Flexural stresses are proportional to the distance from the neutral axis and bending moment. Procedures for determining stresses at given points, as well as maximum stresses, are provided. Sample problems demonstrate applying the flexure formula and finding maximum stresses for different beam cross sections.
This document provides information about bending moment in a presentation on pre-stress concrete design. It defines bending moment as a measure of bending forces acting on a beam, measured in terms of force and distance. Shear and moment diagrams can show the bending moment and shear force functions along a beam. Bending moment at a section is the sum of moments of all forces on one side and is represented in a bending moment diagram. Positive bending moment results in tension on the bottom fibers while negative bending moment results in compression. Bending moment units are Newton-meters or foot-pounds. Assumptions of simple bending theory and the differences between shear force and bending moment are also outlined.
This document provides information about bending moment in a presentation on pre-stress concrete design. It defines bending moment as a measure of bending forces acting on a beam, measured in terms of force and distance. Shear and moment diagrams can show the bending moment and shear force functions along a beam. Bending moment at a section is the sum of moments of all forces on one side and can be represented in a bending moment diagram. Positive bending moment results in tension on the bottom fibers while negative bending moment results in compression. Bending moment is measured in units of Newton-meters or foot-pounds. Simple bending theory makes assumptions about beam properties and behavior.
The document discusses beams, shear forces, bending moments, and provides examples of calculating shear force diagrams (SFD) and bending moment diagrams (BMD) for beams under different loading conditions. Key points:
- A beam is a structural element that is capable of withstanding load primarily by resisting bending.
- Shear force is the sum of all vertical forces acting on a beam section. Bending moment is the sum of moments of all forces acting on the beam section.
- SFD shows the variation of shear force along the beam length. BMD shows the variation of bending moment.
- Examples demonstrate how to calculate reactions, draw SFDs, and BMDs for beams with various
Shear Force Diagram is a graphical representation of shear force (V) along the length of a beam subjected to external loads. It is an analytical tool used in structural design to determine member type, size, and material. There are two methods for constructing SFDs - basic and integration. The basic method involves determining support reactions, sectioning the beam, drawing free body diagrams, and calculating shear and moment as a function of position along the beam. SFDs can be used to find maximum shear values, bending moment diagrams, and deflection of beams under different loading conditions such as concentrated, uniform, and variable loads as demonstrated in the examples.
Shear Force Diagram is a graphical representation of shear force (V) along the length of a beam subjected to external loads. It is an analytical tool used in structural design to determine member type, size, and material. There are two methods for constructing SFDs - basic and integration. The basic method involves determining support reactions, sectioning the beam, drawing free body diagrams, and calculating shear and moment as a function of position along the beam. SFDs can be used to find maximum shear values, bending moment diagrams, and deflection of beams under different loading conditions such as concentrated, uniform, and variable loads as demonstrated in the examples.
This document discusses bending moments and shear forces in beams. It defines different types of beams such as simply supported beams, cantilever beams, and beams with overhangs. It also defines types of loads like concentrated loads, distributed loads, and couples. It explains how to calculate the shear force and bending moment at any cross-section of a beam and discusses relationships between loads, shear forces and bending moments. It provides examples of drawing shear force and bending moment diagrams. Finally, it discusses bending stresses in beams and bending of beams made of two materials.
B Ending Moments And Shearing Forces In Beams2Amr Hamed
This document discusses bending moments and shear forces in beams. It defines different types of beams such as simply supported beams, cantilever beams, and beams with overhangs. It also defines types of loads like concentrated loads, distributed loads, and couples. It explains how to calculate the shear force and bending moment at any cross-section of a beam and discusses relationships between loads, shear forces and bending moments. It provides examples of drawing shear force and bending moment diagrams. Finally, it discusses bending stresses in beams and bending of beams made of two materials.
This document discusses bending moments and shear forces in beams. It defines different types of beams such as simply supported beams, cantilever beams, and beams with overhangs. It also defines types of loads like concentrated loads, distributed loads, and couples. It explains how to calculate the shear force and bending moment at any cross-section of a beam and discusses relationships between loads, shear forces and bending moments. It provides examples of drawing shear force and bending moment diagrams. Finally, it discusses bending stresses in beams and bending of beams made of two materials.
B Ending Moments And Shearing Forces In Beams2Amr Hamed
This document discusses bending moments and shear forces in beams. It defines different types of beams such as simply supported beams, cantilever beams, and beams with overhangs. It also defines types of loads like concentrated loads, distributed loads, and couples. It explains how to calculate the shear force and bending moment at any cross-section of a beam and discusses relationships between loads, shear forces and bending moments. It provides examples of drawing shear force and bending moment diagrams. Finally, it discusses bending stresses in beams and bending of beams made of two materials.
This document discusses shear force and bending moment in beams. It defines different types of beams, loads, and supports. Equations for calculating shear force and bending moment are presented for various beam configurations under different loading conditions, including cantilever beams with point loads and uniform loads, and simply supported beams with point and uniform loads. Diagrams illustrating the variation of shear force and bending moment along beams are shown as examples.
This document discusses shear force diagrams, bending moment diagrams, and working stress in beams. It defines beams as structural members that are long compared to their lateral dimensions and induce bending when subjected to transverse loads. The document explains that shear forces balance external loads on beam cross sections and act parallel to the cross section. Bending moments are the resistance of a beam to bending and result from the summation of shear forces. The document also describes how to draw shear force and bending moment diagrams and defines working stress as the yield point divided by the factor of safety used in design.
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2. Contents:
• Moment and Bending moment
• What the Bending Moment does to the
Beam
• Sign convention for bending moments
• WHY WE DRAW BMD (APPLICATIONS)
• Technique to find BMD
3. Moment and Bending moment
• Moment: It is the product of force and
perpendicular distance between line of
action of the force and the point about
which moment is required to be calculated.
• Bending Moment (BM): The moment
which causes the bending effect on the
beam is called Bending Moment. It is
generally denoted by ‘M’ or ‘BM’.
4. Causes compression on one face and tension on the
other
Causes the beam to deflect
How much deflection?
How much
compressive stress?
How much
tensile stress?
What the Bending Moment does to the Beam
5. Sign convention for bending moments:
The bending moment is considered as Sagging
Bending Moment if it tends to bend the beam to a
curvature having convexity at the bottom as
shown in the Fig. given below. Sagging Bending
Moment is considered as positive bending
moment.
Fig. Sagging bending moment [Positive bending moment ]
Convexity
6. Sign convention for bending moments:
Similarly the bending moment is considered as
hogging bending moment if it tends to bend the
beam to a curvature having convexity at the top
as shown in the Fig. given below. Hogging
Bending Moment is considered as Negative
Bending Moment.
Fig. Hogging bending moment [Negative bending moment ]
Convexity
7. Bending Moment Diagram (BMD):
Bending Moment Diagram (BMD):
The diagram which shows the variation of
bending moment along the length of the
beam is called Bending Moment
Diagram (BMD).
8. These diagrams plot the internal
forces with respect to x along the
beam.
WHY WE DRAW BMD (APPLICATIONS)
They help engineers analyze
where the weak points will be in a
member
9. Technique to find BMD
• 1) Determine all reaction forces
• 2) Label x starting at left edge
• 3) Section the beam at points of
discontinuity of load
• 4) FBD each section showing V and M in
their positive sense
• 5) Find V(x), M(x)
• 6) Plot the two curves
10. General Technique
• Because the shear and
bending moment are
discontinuous near a
concentrated load, they
need to be analyzed in
segments between
discontinuities