I've found this detail closed to current post?
However, I've been facing a big issue to find out a scheme of STM of a wide shear wall embedded in cap pile so ; need I build STM to go through this issue?
if apply this detail requirement , is the equilibrium satisfied or not...
If the potential shear issue is well understood, I am still confused about the second potential issue( on the left side of the draft) Could you explane to me more, please?
In the case that we have a shear wall connected to a thick mat, should the vertical reiorcment round the corner or not?
The explanations given by @Koutk are convincing. However if the footing is too thick compared to the stem, in a way to ensure a full development length, does the moment connection still matter or not?
