The German annex to EN 1992-1-1 in the national supplement NCI to Clause 9.2.1.2 (2) recommends tension reinforcement in the flange plate of T-beam cross-sections at most on a width corresponding to one-half the calculated effective flange width beff, i according to Equation (5.7a).
KB 000853 | Limited Distribution Width of Tension Reinforcement in the Flange Plate ...
The reinforcement proposal from RF-/CONCRETE Members can be exported to Revit. The rectangular and circular cross-sections are currently supported.
The reinforcement bars can be modified retroactively in Revit.
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.