Concrete results are only available if the technical module “Concrete link FEM plate” (282) is part of the license, concrete material is defined and at least one persistent and/or accidental load combination is defined.
Reinforcement moment for the benefit of the required reinforcement at the bottom side in the Xdirection [kNm/m] 

Reinforcement moment for the benefit of the required reinforcement at the bottom side in the Ydirection [kNm/m] 

Reinforcement moment for the benefit of the required reinforcement at the top side in de Xdirection [kNm/m] 

Reinforcement moment for the benefit of the required reinforcement at the top side in the Ydirection [kNm/m] 

Required reinforcement at the bottom side in the Xdirection [mm^{2}/m] 

Required reinforcement at the bottom side in the Ydirection [mm^{2}/m] 

Required reinforcement at the top side in the Xdirection [mm^{2}/m] 

Required reinforcement at the top side in the Ydirection [mm^{2}/m] 

Concrete shear check as τ_{d}  τ_{1} [N/mm^{2}] chart for NEN6720#8.2.3.1. τ_{1} is taken as 0.4 * f_{b} 

Value range as possibility to set range of values to be represented: 
2DWall package specific items:
Reinforcement – definition of reinforcement as 2sided/1sided 

Required reinforcement  as 2sided/1sided in local X’direction [mm^{2}/m] 

Required reinforcement  as 2sided/1sided in local Y’direction [mm^{2}/m] 
Calculation of required reinforcement is based on direct MNKappa calculation theory including nonlinear effects of reinforced concrete by acting axial force and bending moment.