This result window lists the maximum reinforcement areas for all FE nodes / grid points of each surface. The columns are explained in chapter 5.1.
In addition to the longitudinal and shear reinforcements, the table displays design-relevant values of the actions and resistances. For EN 1992-1-1, these are the following:
| Symbol | Meaning |
|---|---|
| n1,-z (top) | Axial or membrane force for designing the reinforcement in the first reinforcement direction at the surface's top side |
| n2,-z (top) | Axial or membrane force for designing the reinforcement in the second reinforcement direction at the surface's top side |
| n1,+z(bottom) | Like n1,-z(top), but for surface bottom |
| n2,+z(bottom) | Like n2,-z(top), but for surface bottom |
| m1,-z(top) | Only for model type 2D - XY (uZ/φX/φY ): Moment for designing reinforcement in the first or second reinforcement direction at the surface's top side |
| m2,-z(top) | Only for model type 2D - XY (uZ/φX/φY ): Moment for designing reinforcement in the first or second reinforcement direction at the surface's top side |
| m1,-z(bottom) | Like m1,-z(top) / m2,-z(top), but for surface bottom |
| m2,-z(bottom) | Like m1,-z(top) / m2,-z(top), but for surface bottom |
| VEd | Design value of applied shear force |
| VRd,c | Design shear resistance without shear reinforcement |
| VRd,max | Shear force resistance of the concrete compression strut |
| VRd,s | Shear force resistance of shear reinforcement |
| Theta | Inclination angle of concrete compression strut |
The search function that you can access with the button shown on the left allows you to quickly find FE nodes and grid points (see Figure 6.7).