CSI SAFE Punching Shear Reinforcement Result
CSI SAFE Punching Shear Reinforcement Result
(OP)
In CSI SAFE, what is the correct interpretation of the results of punching shear reinforcement?
For example, if the result is (12X10-12d@100), what is the correct number of branches, rows of ties & distribution length from the column face?
For example, if the result is (12X10-12d@100), what is the correct number of branches, rows of ties & distribution length from the column face?