The load generators in RFEM and RSTAB, used to convert area loads to member loads automatically, require cells that are almost even. In the case of arc‑like structures, the cells often cannot be recognized automatically.
RFEM and RSTAB are programs where graphical input prevails. All data can be entered using dialog boxes, and the structure of the Project Navigator is optimized for input using the mouse. Nevertheless, you can always speed up the tabular input to reach your goal immediately.
This part explains the determination of forces arising when screwing a straight cross-laminated timber plate to a curved glulam beam. For this, a glulam beam with a curved member was modeled in RFEM. The member has a precamber of 12 cm, since the preliminary design showed that the applied precamber of 6 cm will never be sufficient to maintain l/300. The dimensions of the bottom chord are 12 cm wide by 32 cm high. The plate was selected in RF‑LAMINATE as a three‑layer plate with a thickness of 8 cm.