To visualize the internal forces in plates and slabs, first click
, and select the chosen partial result from these options:
Representation of the shear force in the plane perpendicular to the axis x’.
Representation of the shear force in the plane perpendicular to the axis z’.
Representation of the bending moments around the axis z’.
Representation of the bending moments around the axis x’.
Representation of the torsion moments.
Representation of the first principal moment.
Representation of the second principal moment.
Representation of the directions of principal moments.
Representation of the normal forces parallel to the axis x’
Representation of the normal forces parallel to the axis z’.
Representation of the shear forces in the plane.
Representation of the first principal normal force.
Representation of the second principal normal force.
Representation of the directions of the principal normal forces.
Notes:
- All these results are expressed per length unit.
- The principal moments M1 and M2 and the principal normal forces N1 and N2 are calculated with the use of Mohr’s circle starting from the moments (Mxx, Mzz and Mxz) and the normal forces (Nxx, Nzz and Nxz) respectively, on two small perpendicular planes. Principal directions that are expressed by small arrows proportional to the size of principal moments and principal normal forces. No torsion moment (Mxz) and no shear forces (Nxz) act on the small planes parallel to the principal directions.
- The inner forces are always depicted along the local axes of a slab or plate:

