Strut and Tie Concrete Beam - Boundary Between B and D Regions
Strut and Tie Concrete Beam - Boundary Between B and D Regions
(OP)
Hi,
I have a situation where a small portion of my beam is a d region, which has governed my design. This required additional reinforcing such as longitudinal shear reinforcing. Once I'm out of the d region, can I terminate some of this "special" reinforcement?
Please see attached sketch.
I have a situation where a small portion of my beam is a d region, which has governed my design. This required additional reinforcing such as longitudinal shear reinforcing. Once I'm out of the d region, can I terminate some of this "special" reinforcement?
Please see attached sketch.






RE: Strut and Tie Concrete Beam - Boundary Between B and D Regions