I split the beam into 3 sections and found the moments acting at each section so section on 2.5 x second section -7.5x and the last section 5x I then integrated twice for each section and got 5/12x^3 +c1x + c2
5/4x^3 +c3x +c4 and 5/6x^3 + c5x + c6 all equal to yEI. Does what I have done so far...
I have A beam of 1.2 m long, supports at 0m and 0.8 m. forces of 10 N at 0.4 m and 5N at 1.2 m I need to find the deflection equation for this situation. Can someone have a look and see if they can come up with the equation. As I have tried but my results do not match what I am expecting