if there was no load, of course there won't be any deflection, what I'm trying to say is that is there any direct formula to find deflection WITHOUT considering load?
The actual deflection formula:
v= wx(Lx2-x3-L3)
EI 12 24 24 24
requires me to consider load then shear, bending moment, slope and finally deflection.
Is there any way it can be found directly without considering the above?