Whilst I can understand your reply, as the problem is quite elementary, I can assure you it isn't a homework problem nor am I a student, I just can't remember how to deal with the second UDL its many years since I have done anything like this
I have been trying to work out some reaction forces and bending momnets. Not too difficult normally but I seem to have hit a stumbling block. My problem is that the beam has 2 UDL's I spans the whole beam but the other just a small section, Im having troube working things out, could anyone point...