The slope at point 'C' and deflection at point B in the beam as shown in figure are respectively
Slope at C=Pl22E(2I)+2Pl×lE(2I)
=Pl24EI+2Pl22EI
θc=5Pl24EI
Deflection at C=Δc=Pl33×(2I)×E+2Pl×(l)22×(2I×E)
=Pl3EI(16+12)=46Pl3EI
Deflection at 'B'
ΔB=θC×l+4Pl36EI+Pl33EI+Pl×l22EI
=5Pl34EI+4Pl36EI+Pl33EI+Pl32EI
=15Pl3+8Pl3+4Pl3+6Pl312×EI
=33Pl312EI