I have not succeeded in visualizing the pre-deformations in the rendering mode in FE‑LTB.I only see either the undeformed system or the stress distribution, but never the pre-deformation!
What do I have to specify in the RF‑/CONCRETE Columns and RF‑/CONCRETE Members add-on modules for concrete design if the stability analysis of a concrete frame structure should be a second order-analysis?
In RSIMP, I generated imperfections on the basis of a buckling shape from RSBUCK. After the generation, I only get the values for the inclination. Why are all precambers zero?
In RF‑/STEEL EC3, I activated gamma_M1 for the calculation of cross-section resistance, as I want to cover the stability analyses with the second-order analysis and imperfections. However, the cross-section analysis for my design is performed with 1.0 in Germany. Why?