Required Reinforcement by Point
This results window lists the maximum reinforcement areas for all FE nodes or 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 | Význam |
|---|---|
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 the 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 |
VEd | Návrhová hodnota působící smykové síly |
VRd,c | Únosnost ve smyku bez smykové výztuže |
VRd,max | Smyková únosnost tlakové diagonály betonu |
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 or grid points (see Figure 6.7).