Thanks DST148 for the reply.
I request you to elaborate on the concept of providing maximum of [Shear Demand or (Axial + Bending demand)].
Please suggest a suitable reference for this criteria.
Thank you very much for your help
Hi
I am wondering whether we have to add vertical shear reinforcement calculated as per Cl 11.9.9.4, Eq 11-30 ACI 318-08
with the reinforcement calculated for vertical load and in-plane Bending Moment.
In my case, for low shear wall with high shear force, as per Eq 11.30 vertical shear...