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BENDING STRESSES IN BEAMS

RAGHU ENGINEERING COLLEGE(AUTONOMOUS)DEPARTMENT OF MECHANICAL ENGINEERINGM echanics of solidsUNIT-3 Flexural and Shear STRESSES in BeamsPrepared bySinguru RajeshAssistant Professor1 Singuru Rajesh Mechanics of Solids Mechanical Engineering REC1 CONTENTS: BENDING in BEAMS STRESSES due to BENDING Simple BENDING or Pure BENDING Assumptions of theory of Simple BENDING Neutral Axis Moment of Resistance BENDING of FlitchedBeams Shear STRESSES in beamsSinguru Rajesh Mechanics of Solids Mechanical Engineering REC2 FLEXURALSTRESSES:Theoryofsimplebending Assumptions Derivationofbendingequation:M/I=f/y=E/RN eutralaxis Determinationbendingstresses sectionmodulusofrectangularandcircularse ctions(SolidandHollow),I,T,AngleandChann elsections :Derivationofformula Shearstressdistributionacrossvariousbeam ssectionslikerectangular,circular,triang ular,I, in beamsSinguru Rajesh Mechanics of Solids Mechanical Engineering REC3 Singuru Rajesh Mechanics of Soli

Bending in Beams Stresses due to bending Simple Bending or Pure bending Assumptions of theory of Simple Bending ... A steel plate of width 200mm and of thickness 50mm is bent into a circular arc of radius 20m. Determine the max stress induced and the bending moment which will

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