I am trying to vérify the maximum concrete compression stress in a slab with the item CHKC.
The Bemess manual (Sofistik 2018) says that “In the layer design (default on NSTR) reinforcement will be increased if necessary”. But in my case the reinforcement is not increased. I have only a warning that says that
“+++++ warning no. 283 in program fatigue The concrete stresses are outside the limits at some points!”
Does anyone know why the reinforcement is not increased in order to respect the compression stress limit?