FAQ 004335 EN
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RFEM/RSTAB add-on module RF-/TOWER effective lengths | Determination of effective lengths of lattice towers
RFEM/RSTAB add-on module RF-/JOINTS Timber-Timber to Timber | Design of direct timber connections according to Eurocode 5
RFEM/RSTAB add-on module RF-/JOINTS Steel-Column Base | Hinged and restrained column bases according to EC 3
RFEM add-on module RF-LOAD-HISTORY | Consideration of plastic deformations from previous load conditions
RFEM/RSTAB add-on module RF-/FE-LTB | Lateral -torsional buckling analysis according to theory II. Order (FEM)
RFEM/RSTAB add-on module RF-/JOINTS Steel-DSTV | Standardized connections in steel buildings according to EC 3
RFEM/RSTAB add-on module RF-/TIMBER SANS | Design of members made of timber according to SANS 10163 (South African standard)
Depending on stiffness, mass, and damping, structures react differently to wind action.
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
- When using the "Apply support reactions as load" function, I get the message "No surface was selected on which the load should act." What is the background of the message?
- Are the result values in the FE elements averaged or do they refer to nodal values? Where can this be set?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- How do I enter the temperature difference for a T -beam defined as a rib?
- Is it possible to set user-defined values when viewing solid stress results?
- How are the signs for the release results of a line release and line hinges interpreted?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- Is it possible to use an average region in the result from contact stress?
- I would like to calculate and design "temporary structures." What do I need for this?
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