CSI SAFE V12 - Cracking Analysis
CSI SAFE V12 - Cracking Analysis
(OP)
This is for SAFE V12 for slab analysis. The cracking is calculated in one of three ways that the user can choose, reinforcing from: FEA (i.e. demand), user input rebar objects, quick rebar (i.e. #4@12).
Anyone know if it's possible to take the FEA determined reinf and convert that to user reinf? The goal is to be able to add additional bars to control cracking but not have to draw in all of the reinf manually for the entire slab. Ram allows you to basically do this but I can't figure it out in SAFE.
Anyone know if it's possible to take the FEA determined reinf and convert that to user reinf? The goal is to be able to add additional bars to control cracking but not have to draw in all of the reinf manually for the entire slab. Ram allows you to basically do this but I can't figure it out in SAFE.






RE: CSI SAFE V12 - Cracking Analysis