Sections can be displayed graphically in a model as well as in a separate result plot. For surface results, the resultant of the section is also available.
Designing rigid end plate connections is difficult for four-row connection geometries and multi-axis bending stresses because there are no official design methods.
- Normal stresses σx from axial force and bending
- Shear stresses τ from shear force and torsion
- Equivalent stresses σv with comparison to limit stress
- Stress ratios related to equivalent stresses
- Normal stress σx from unit normal force N
- Shear stress τ from unit shear forces Vy , Vz , Vu , Vv
- Normal stress σx from unit moments My , Mz Mu , Mv
- Is it also possible to design flat slabs in RF‑TENDON and RF‑TENDON Design?
- I would like to define a line support with ineffective tension and apply the tension force on this line by using a nodal support instead. Why does the line support still receive a tension force?
- Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
- Why do I get the error message 10203 for a result beam when performing design with RF‑CONCRETE Members?
- I have a model of a timber building, which I have transferred from Scia Engineer and adapted it into the RFEM program. The models should be the same; however, it can only be calculated in Scia Engineer while RFEM reports singularity. How do I edit the model to analyze it in RFEM?
- How can I model a timber-concrete composite floor?
- When calculating a cable using the STEEL EC3 add‑on module, there is the error message "Incorrect characteristic stresses for material No. 1! Please correct this in Table 1.2."
How can I retrospectively reduce the determined provided longitudinal reinforcement in RF‑CONCRETE Columns?
- Is it possible to design a spherically curved glass pane in RF‑GLASS?
- Is it possible to model a slab made of trapezoidal sheet metals?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements