CHAPTER-4 BENDING AND SHEAR STRESSES IN BEAMS| CShear stress distribution diagram for square,
rectangular, circle, hollow square, hollow
rectangular, hollow circle, T- section &
symmetrical I- section only | STRENGTH OF MATERIALS | SOM | CIVILPOLY | AE3K / AL3K / CE3K / CR3K / CS3K / LE3K / ME3K / PG3K | MSBTE | 313308 | Automobile Engineering / Agricultural Engineering / Civil Engineering / Civil & Rural Engineering /
Construction Technology/ Civil & Environmental Engineering/ Mechanical Engineering/ Production Engineering/
Syllabus
Unit 1 - Moment of Inertia
Unit 2 - Simple Stresses, Strains & Elastic Constants
Unit 3 - Shear Force & Bending Moment
Unit 4 - Bending and Shear Stresses in beams
Unit 5 - Direct and Bending Stresses
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Unit - IV Bending and Shear Stresses in beams
4.1 Theory of pure bending, assumptions in pure
bending, Concept of Neutral Axis and section
modulus.
4.2 Flexural Equation (without derivation) with
meaning of each term used in equation, bending
stresses and their nature, bending stress
distribution diagram.
4.3 Bending stress variation diagram across depth
of given cross section for cantilever and simply
supported beams for symmetrical sections only.
4.4 Shear stress equation (without derivation),
meaning of each term used in equation, relation
between maximum and average shear stress for
square, rectangular and circular section
(numerical), shear stress distribution diagram.
4.5 Shear stress distribution diagram for square,
rectangular, circle, hollow square, hollow
rectangular, hollow circle, T- section &
symmetrical I- section only. (no numericals)
4.6 Use of shear stress equation for determination
of shear stresses in hollow rectangular section.
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