Slope Deflection Method for Beam Analysis - Problem No 5

A continuous beam ABC 18m long, is simply supported at ends A and B (or with roller supports) and is continuous over joint B. The span AB is 10m long and carries a centrally applied point load of 72KN and Span BC is 8m long and carries uniformly distributed load of 36KN/m over the entire span. Using slope deflection method, compute the end moments and plot the bending moment diagram. The beam has constant EI for both the spans. For knowing how to solve 3 equations in the calculator, Please visit, https://www.youtube.com/watch?v=9Nl-1GydSSU Same Beam has been analysed by Moment Distribution Method https://www.youtube.com/watch?v=VFUSD7gucJU Same beam has been analysed by Direct Stiffness Matrix Method, https://youtu.be/VgB_ovO3rYM Same Beam has been analysed by Stiffness Matrix Method https://www.youtube.com/watch?v=RzneauNaET0 Same Beam has been analysed by Flexibility Matrix Method https://www.youtube.com/watch?v=Uazoqi9Qqus Same Beam has been analysed by Clapeyron's Theorem of Three Moments https://www.youtube.com/watch?v=Ax3QIt4YYBA