I'm studying structural mechanics and I have been stuck on a thought. I drew a very simple cantilever beam situation. If I make a fictional cut like in my fig.1, I will be in the situation of the second figure. Unfortunately I don't understand how stress can still exist "inside" the beam since we can clearly see that the shear stresses are exactly opposed on both halves of the beam.
I made it for the shear stress and shear force but it would be the same for normal stresses.
Thank you very much for your help ! Neo