The program is not always able to find the position of a punching node or the nearest edge automatically. In this context, the error message mentioned above appears.
The problem can be solved by manual definition of the edge in the respective node.
The program is not always able to find the position of a punching node or the nearest edge automatically. In this context, the error message mentioned above appears.
The problem can be solved by manual definition of the edge in the respective node.
In the Concrete Design add-on for RFEM 6, you can perform the fire design of reinforced concrete slabs and walls according to the simplified table method (EN 1992‑1‑2, Section 5.4.2 and Tables 5.8 and 5.9).
In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
In the Concrete Design add-on, you can perform the simplified fire resistance design according to Sections 5.3.2 and 5.6 of EN 1992‑1‑2 for columns and beams.
The following design checks are available for the simplified fire resistance design:
You can determine the internal forces for the fire resistance design according to two methods.
Furthermore, it is possible to modify the axis distance according to Eq. 5.5.