I would like to access another computer via Remote Desktop and run RFEM 6 there. However, RFEM crashes directly after the registration. How can I solve this problem?
In a combined structure made of members and surfaces, I have a frame with beams that have member hinges. The moment diagram of the beams looks strange. What is the reason?
I am designing a two-hinged frame using FE‑LTB. I have defined the columns and the beam as sets of members.Why is the restraining moment of the beam in the columns not taken into account?
I have performed a comparative calculation of a single-nave frame with rigid support nodes. The restraining moments of the frame posts on the supports are significantly smaller than in the structural analysis of the release lever, or in the manual calculation using frame equations. Is there any explanation for this?