Answer :
Answer:
cantilever moment beam deflection equation= \frac{ML^{2} }{2EI}
cantilever beam deflection equation point load= \frac{WL^{3} }{3EI}
cantilever beam deflection equation distributed load= \frac{Wa^{2} }{6EI} (3l - a)
cantilever beam deflection equation distributed load = \frac{wL^{4} }{8EI}
cantilever beam deflection formula distributed load triangle= \frac{wL^{2} }{6}
moment beam deflection equation= \frac{ML^{2} }{8EI}
Explanation:
Beam Deflection Equations are easy to apply and allow engineers to make simple and quick calculations for deflection.