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This chapter covers the mechanics of beams, discussing how they resist bending and shear under various types of loads. It examines shear force and bending moment diagrams, types of beam supports, and the principles of static determinacy and indeterminacy. The theory of bending is introduced, including key concepts such as the neutral plane and shear stress distribution, along with related mathematical formulations for understanding beam behavior under load.
References
Module II_ Mechanics of Beams.pdfClass Notes
Memorization
What we have learnt
Final Test
Revision Tests
Term: Shear Force (SF)
Definition: The internal force acting perpendicular to the beam’s longitudinal axis.
Term: Bending Moment (BM)
Definition: The internal moment that causes bending in the beam.
Term: Simply Supported Beam
Definition: A beam that is hinged at one end and roller-supported at the other.
Term: Statically Determinate Beam
Definition: A beam with a number of reactions equal to the number of equilibrium equations available.
Term: Bending Equation
Definition: Describes the relationship between moment, stress, and curvature in bending beams, formulated as MI=σy=ER.
Term: Second Moment of Area
Definition: A measure of a beam's resistance to bending, calculated over the beam's cross-section.
Term: Shear Stress
Definition: The internal stress distributed within a beam, maximum at the neutral axis and varies across the beam's height.