LECTURE 3 Failure Theories -Principal stresses and Principal strains
23:39
LECTURE 4 FAILURE THEORIES - MAXIMUM PRINCIPAL STRESS AND MAXIMUM SHEAR STRESS THEORY
13:47
Hardy's Integral
26:46
LECTURE 2 Stresses on oblique plane - Deriving the normal stress and tangential stress
15:08
Governing Differential Equation of a Cantilever bar subjected to UDL by Equilibrium Method
20:28
Expression for Natural Frequency of a spring mass system
16:58
Trying to Demystify Chain Rule
10:03
Stresses in Composite Bars
21:19