1) * Make sure you assign the correct rebar material for slab elements design, SAFE assigns a default rebar material.
Select Slab Elements -- Design -- Slab Design Overwrites
*Make sure to revise the design preferences as needed (Design Code, Min Cover, etc)
*Make sure to delete any loads from...
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?