For uniformly distributed loading according to EN 1992‑1‑1 (Eurocode 2), the design section for the shear reinforcement can be placed at the distance d from the front edge of the support. Thus for the shear reinforcement, the applied shear force is reduced to VEd,red. To analyze the maximum design shear resistance VRd,max, however, the total shear force is applied.
KB 000715 | Documentation of Applied Shear Force for Shear Design
![Graphical Display of Full / Reduced Shear Force and Required Shear Reinforcement](/en/webimage/010392/3006680/ENG_01_Grafische_Ausgabe_der_vollen_und_reduzierten_Querkraft_sowie_der_erforderlichen_Schubbewehrung.png?mw=512&hash=3e04afe35664605c470b9b3d8b83c35c97cce12b)
![Fire Resistance Design with CONCRETE and RF-CONCRETE Members](/en/webimage/010240/3058619/1-en.png?mw=512&hash=2f0018b00b526e3852def3f63ee3e343e51b99d4)
![Minimum Reinforcement Reduction of Slow-Curing Concrete](/en/webimage/010260/3044192/ENG_01.png?mw=512&hash=a243b0a301b4da60ae856578ede329b49ab18db5)
![Subsequent Editing of Reinforcement Proposal](/en/webimage/010438/2983532/01-EN.png?mw=512&hash=17127434c06258f349409b3e8f047f6d0e8c4ea7)
![Transfer of Reinforcement from RFEM/RSTAB (Top) to Revit (Bottom)](/en/webimage/006834/526064/Dlubal-Revit.png?mw=512&hash=9a92302ba8b440403caf2f68050db6dc529c1eb1)
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.
![Feature 002828 | Fire Design of Slabs and Walls According to Simplified Table Method](/en/webimage/050837/3925042/50837.png?mw=512&hash=b06639a36ab8b62ab6d08e08552a5ec274469a37)
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 Table 5.8 and 5.9).
![Feature 002826 | Punching Shear Reinforcement](/en/webimage/050658/3936123/50658.png?mw=512&hash=ae20d4ca78cdf203a2c2d3ccbb7daa0f324da77a)
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.
![Feature 002801 | Punching Shear Design for All Section Shapes](/en/webimage/048276/3861250/2024-05-01_15-05-25.png?mw=512&hash=7732dd7fd2a19d53a9f6f77a35896a7c3676cff2)
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.