At any point between A and C the point load is negative (downwards), in the shear force diagram: positive is upwards, so this slope is negative. The equation says the slope should be positive. Is this something to do with shear force sign convention?
Personally, I don't think I've ever understood the shear convention myself. I thought it acts to oppose the external forces on the beam so that the beam remains static, but I'm not sure now. I look forward to hearing other's thoughts on the matter.
So based on the convention given in the paper that @haruspex shared, the shear being positive from ##\rm{A}## until around ##x_1 = 5.7 \rm{m} ## where ##V=0## means the beam is deflecting like:
and after ##x_1## the beam in deforming like the mirror image of that:
Ok, thanks guys. Assuming it's a load makes sens I suppose. Also I have a lot of questions around this level in the coming weeks, is this the correct forum for that? Thanks.