Action > ReloadLc/ReloadSup
This action allows for redistributing stresses of no-tension partial elements of composite elements to the other partial elements of the composite element. This refers to elements which got the Class "No tens." in Structure > Elements > Checks.
Note: The program assumes a complete stiffness loss of the respective elements when the (split) normal force is tension. A partial stiffness loss (e.g. redistribution from concrete to reinforcement due to cracking) can only be simulated by defining the reinforcement as separate partial element of the composite section (not as reference set in the concrete section). However, stress redistribution due to cracked concrete can also be calculated by using the action FibII.