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.

Setting	Description
Action	Code of the selected Action. It is possible to switch to another action without leaving and re-entering the input function.
Action will be skipped (Option)	The action will be skipped in the calculation process if the option is selected.
Input-1 > Load case nameor Input-1 > Superposition file name	Name of the load case or envelope (superposition file) where the results are read and modified.
Output-1 > List File	Name of the list file, where the results (redistributed stresses) will be stored. Default (*): List file name reloadxxx.lst, where xxx stands for the current load case name or envelope name. No list file is written if the input field is empty.
Delta-T	Duration of the Action (not applicable for this action)
Description	Descriptive text for the selected Action (max. 80 characters)