I am performing an analysis according to General Method 6.3.4 EN 1993‑1‑1 and have activated the addition "Adapted Method According to Naumes". The critical factor α*crit is displayed in red. Should I be worried?
The design is not successfully accomplished in RF‑/STEEL or in RF‑/STEEL EC3. RF /STEEL EC3 displays the warning "Maximum allowable thickness of material exceeded". What should I do?
Are the boundary conditions transferred from RFEM/RSTAB when performing the analysis with RF‑/STEEL Warping Torsion or with the General Method in RF‑/STEEL EC3?
I am designing a single-symmetric cross-section (T‑section) and get the message "Non-designable: ER056) The General Method is applicable only for I‑sections." Why?
I would like to calculate a hall frame with loads from a crane runway. It is not quite clear to me what the various action categories denote. Can you explain it to me?
Is it possible to automatically consider the system strength coefficient ksys or the coefficient for considering the local load concentration km,loc in the cross-laminated timber design with RF‑LAMINATE?
I use the Firefox web browser with the add-ons "Adblock plus" and "NoScript". Which server should I trust to use the online service "Snow Load, Wind Speed, and Seismic Load Maps"?