The result tables of the Reinforcement on Nodes category list the required reinforcement cross-sections, which result from the internal forces of the ultimate limit state design situation. If the longitudinal reinforcement has been increased to avoid the punching shear reinforcement (see Chapter Punching Shear ), these reinforcement cross-sections are also taken into account. The extreme values of each reinforcement type are marked with colored dots in the rows.
The available reinforcement cross-sections are given in further tables.
The reinforcements on nodes are sorted in the tabs according to the following criteria:
- Objects (surfaces, nodes)
- Surface properties (thicknesses, materials)
Node No.
For each extreme value of the reinforcement, the number of the governing node is shown.
Node Point Coordinates
The coordinates X, Y, and Z of the nodes are shown in three columns.
Design Situation
This column shows the numbers of the design situations with the individual reinforcement available.
Loading
This column shows the numbers of the load or result combinations that are governing for the respective reinforcements.
Punching Shear Reinforcement
The punching reinforcement is given for the perimeter of the individual punching rows.
| Reinforcement | Description |
|---|---|
| Asw | Cross-section of the punching reinforcement to be distributed over the perimeter u of each row |
Longitudinal Reinforcement
The following results are displayed for the longitudinal reinforcement:
| Reinforcement | Description |
|---|---|
| as,1,-z (top) | Cross-section of the top surface longitudinal reinforcement in Reinforcement Direction 1 |
| as,2,-z (top) | Cross-section of the top surface longitudinal reinforcement in Reinforcement Direction 2 |
| as,1,-z (bottom) | Cross-section of the bottom surface longitudinal reinforcement in Reinforcement Direction 1 |
| as,2,-z (bottom) | Cross-section of the bottom surface longitudinal reinforcement in Reinforcement Direction 2 |
The top and bottom reinforcement applies according to the assignment that you have defined for each surface reinforcement type. The reinforcement directions are assigned to the surfaces in the Concrete Design Properties.