Vertical displacements for the 2D-Plate package [m]
Displacements for the 2D-Wall package [m]
Forces describing bending initiated by loading acting perpendicular to the plane of plate, thermal actions etc.:
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Option |
Action |
Calculation |
Interpretation |
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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 |
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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 |
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Torsion moment [kNm/m].Reading rule:Myx - torsion moment on the local Y’-axis is torque the plane perpendicular to the local X’ axis
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Calculated using FEM analysis Mxy = Myx (dual) |
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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: 
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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
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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 |
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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 |
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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:
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Option |
Action |
Calculation |
Interpretation |
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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 |
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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 |
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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) |
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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: 
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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 |
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