A cantilever beam carriers an end load of 20kN and has an EI value of 40 KNm^2. If the beam is 0.25m long, use intergration to determine
the slope at the free end of the beam?
I know from a handout I have that the fudamental equation to use is
d^2y/dx^2 = M/EI
when I substitute this I get EI X d^2y/dx^2 = WU(l - x)
This is where I am stuck? Any help much appricated