Timber panel wall model in RFEM 6 with axial forces without a continuous action and bending moments on ribs
Timber panel wall model in RFEM 6 with axial forces without a continuous action and bending moments on ribs
2025-02-17
055431

Timber Panel Wall: Load Distribution in RFEM 6

Timber panel wall model in RFEM 6 with axial forces without a continuous action and bending moments on ribs
The image shows a model of a timber panel wall where axial forces and bending moments are distributed across the ribs. On the left side, axial forces with a continuous action are shown. The model was created in RFEM 6 to analyze the load distribution in timber structures.