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= "\\intop"L0 mM/EI dx = "\\int" 300 [(4x)(x/10)dx]/EI + "\\intop"100 [(8X)( 2X/10)dx]/EI
= (200K.ft3(14)3in3/ft3)/(29*103k/in3)(24in4) = 0.980618
= 0.981 in (up)
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