Vertical displacements for the 2DPlate package [m]
Displacements for the 2DWall package [m]
Forces describing bending initiated by loading acting perpendicular to the plane of plate, thermal actions etc.:
Option 
Action 
Calculation 
Interpretation 
Bending moment Mx [kNm/m].Reading rule: Bending moment on the local Y’axis is acting the cut perpendicular to the local X’ axis 
Calculated using FEM analysis 


Bending moment My [kNm/m].Reading rule:Bending moment on the local X’axis is acting the cut perpendicular to the local Y’ axis 
Calculated using FEM analysis 


Torsion moment [kNm/m].Reading rule:Myx  torsion moment on the local Y’axis is torque the plane perpendicular to the local X’ axis

Calculated using FEM analysis Mxy = Myx (dual) 

Principal moment M1 [kNm/m].Reading rule:Principal moment on the local 2’axis is acting the cut perpendicular to the local 1’ axis. Local 1’ axis (perpendicular to local 2’ axis) is representing rotated X’ axis where torsion moments vanishes 
Calculated using primary forces:



Principal moment M2 [kNm/m].Reading rule:Principal moment on the local 1’axis is acting the cut perpendicular to the local 2’ axis. Local 2’ axis (perpendicular to local 1’ axis) is representing rotated Y’ axis where torsion moments vanishes




Shear force Vx [kN/m]. Reading rule:shear force vector in local Z’ direction is acting the cut is perpendicular to the local X’ axis 
Calculated using FEM analysis 


Shear force Vy [kN/m]. Reading rule:shear force vector in local Z’ direction is acting the cut is perpendicular to the local Y’ axis 
Calculated using FEM analysis 

Forces describing plain stresses state by loading acting in the plane of plate, thermal deflecture actions etc. These forces are not acting in a bending only state:
Option 
Action 
Calculation 
Interpretation 
Axial force Nx [kN/m].Reading rule:axial force Nxis working in direction of local X’axis the cut is perpendicular to the local X’ axis 
Calculated using FEM analysis 


Axial force Ny [kN/m].Reading rule:axial force Nyis working in direction of local Y’axis the cut is perpendicular to the local Y’ axis 
Calculated using FEM analysis 


Shear force Txy [kN/m]Reading rule:shear force on the local Y’axis is making shear on the plane is perpendicular to the local X’ axis 
Calculated using FEM analysisTxy = Tyx (dual) 


Principle axial force N1 [kN/m].Reading rule:Principal axial force on the local 1’axis is acting the cut perpendicular to the local 1’ axis. Local 1’ axis (perpendicular to local 2’ axis) is representing rotated X’ axis where shear forces Txy=Tyx vanishes 
Calculated using primary forces:



Principle axial force N2 [kN/m].Reading rule:Principal axial force on the local 2’axis is acting the cut perpendicular to the local 2’ axis. Local 2’ axis (perpendicular to local 1’ axis) is representing rotated Y’ axis where shear forces Txy=Tyx vanishes 

