Deflection Formulas

[jjalex1]

Does anyone know what's the deflection formula for a beam overhang one support for a triangular distributed load over the entire beam? Beam is supported by two supports.

 

[dik]

or as attached:

https://files.engineering.com/getfi...bf0-4337-88c9-da825d0552e8&file=Cant_Defl.pdf

https://files.engineering.com/getfi...a5be-4678-85eb-5b2bee751b42&file=Cant_Defl.sm

Dik