Thank you for your response @KootK, I agree with your statements and if the beam were not designed as fixed (and even if it was and the moment was smaller) I would be inclined to send the design in that direction or even use a corbel. However, this joint experiences a fairly large amount of...
HTURKAK I do not have a copy of that detailing manual however I do have the guide it references (ACI 315R-18). The most direction the guide gives me is to follow ACI 318-14 10.7.6 and the detailing requirements of Chapter 25. Following this guide I would begin my column ties at the termination...
I am in the process of designing a concrete beam-column joint that is not intended to be a part of the seismic or lateral force resisting system of a building. This joint will be transferring shear forces due to moment into the column and of course the vertical shear in the beam into the column...
