It is a purely fictitious member. Therefore, it has no stiffness, does not need to be supported and cannot be loaded. Due to its properties that are very similar to a member (length, cross-section, material), it can be designed using various member design modules.
Depending on stiffness, mass, and damping, structures react differently to wind action.
- How can I model a timber-concrete composite floor?
Is it possible to model and design tapered castellated beams in RF-STEEL AISC?
Why are my steel members not being designed for stability in RF-STEEL AISC?
- When using the "Import Support Reactions as Load" function, I get the message "No surface has been selected upon which the load is to be applied." What is the reason for this message?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Is it possible to set user-defined values when viewing solid stress results?
- I would like to calculate and design "temporary structures." What do I need for this?
- Which programs can I use to calculate and design power plants?
- In the filter settings for the values on surfaces, you can display a certain range of results and hide the rest. How can I hide a certain range of values and display the rest?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements