# Results

Vertical displacements for the 2D-Plate package [m]

Displacements for the 2D-Wall package [m]

All the values for the result part are calculated and represented in local coordinate system

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