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Result Selection for Design Situation / Result Combination
Why are the maximum deformations not displayed?
Section Moduli About Axes y, z
How are the section moduli about the y- and z-axis calculated in RSECTION 1, SHAPE‑THIN, and SHAPE‑MASSIVE?
Too Large Member Loads and Supports
The model loads, supports, and so on, are scaled extremely large even if I set the scaling to the minimum. How can I decrease the size?
Displaying Max/Min Information
The result of extreme values is not displayed. Where can I activate the max/min information?
Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
Displaying MAX/MIN Info
The output of extreme values is not displayed. Where can I activate the MAX/MIN info?
Values on Surfaces in Surface Grid
I have activated values on surfaces in grid points, but only get the extreme values displayed. How can I display all values in all grid points as desired?
Values on Surfaces: Details
I have activated values on surfaces. How can I display only the extreme values, for example?
Question
How many divisions must a member have for the calculation in RFEM in order to obtain accurate results?
- 002528
- RSTAB 8
- RFEM 5
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- FRAME-JOINT Pro 8
- LIMITS 8
- RF-JOINTS Timber | Timber to Timber 5
- RF-JOINTS Timber | Steel to Timber 5
- RF-JOINTS Steel | Rigid 5
- RF-JOINTS Steel | DSTV 5
- RF-JOINTS Steel | Pinned 5
- RF-JOINTS Steel | Tower 5
- RF-JOINTS Steel | SIKLA 5
- RF-JOINTS Steel | Column Base 5
- RF-PIPING 5
- RF-PIPING Design 5
- RF-FRAME-JOINT Pro 5