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Y.Zahran
Structural
- Dec 31, 2019
- 3
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?