The figure is in this link https://ibb.co/4fZmNBs
For the beam shown with E = 29 x 106 psi, determine the slope and deflection at the end C using deflection by integration.
ML= L0 mM/EI dx = 300 [(4x)(x/10)dx]/EI + 100 [(8X)( 2X/10)dx]/EI
= (200K.ft3(14)3in3/ft3)/(29*103k/in3)(24in4) = 0.980618
= 0.981 in (up)