FAQ 004981 EN
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Besides the standardized gamma method, you can display the semi-rigid composite beams also as a framework model.
The self-weight load acts in the same way as the positive Y axis. The self-weight is therefore subtracted from the reactions.
For a 2D model of a vertical structure, it is recommended to use the model type 2D -XZ. The orientation of the action of one's own weight is correct.
Depending on stiffness, mass, and damping, structures react differently to wind action.
- How can I model a timber-concrete composite floor?
Which units are specified in the result display of the support reactions (kN or kN/m)? A note about this is missing in the graphic.
In the case that the support reactions are given in kN/m, for which distance does the value apply?
- I design a cross-section created in the SHAPE‑THIN program by using the RF‑STEEL EC3 add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General." What can I do?
- How can I consider a sway bracing in CRANEWAY?
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
- How can I consider a column/support settlement in the model?
- How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
- Is it possible to quickly generate a truss girder with RFEM and RSTAB?
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
- How do I apply prestress to tension members?