The Concept Manual states under section 53.1.3 that for PT Beams, One-Way Slabs, and Two-Way Slabs ACI 318 18.9.4.2 and 18.9.4.1 is implemented. It is not clear if ACI 318 chapter 12 code provisions are also implemented per 18.9.4.3 since it is not explicitly…

hello. the staad asing the reinforcemen steel with the charge combination most automatic critic? or how can i do to asing the charge combination most critic? since you are giving me the reinforcemen steel in some columns with load 1 and load 1 is…