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Home Support & Learning Learning Videos During the calculation, I get an error message in RFEM with the Error No. 1639, or in RSTAB with the Error No. 1640 "Member No. XY | Member hinges No. YZ are freely rotable about the x-axis. Please check this in Table 1.17 (or 1.7 in RSTAB) or another related table." How can I solve this problem?
During the calculation, I get an error message in RFEM with the Error No. 1639, or in RSTAB with the Error No. 1640 "Member No. XY | Member hinges No. YZ are freely rotable about the x-axis. Please check this in Table 1.17 (or 1.7 in RSTAB) or another related table." How can I solve this problem?
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During the calculation, I get an error message in RFEM with the Error No. 1639, or in RSTAB with the Error No. 1640 "Member No. XY | Member hinges No. YZ are freely rotable about the x-axis. Please check this in Table 1.17 (or 1.7 in RSTAB) or another related table." How can I solve this problem?Answer
In fact, this error message only appears if a member hinge that allows a rotation about the local x‑axis has been assigned to a member at both ends. Thus, the member can rotate freely about its own axis and is therefore unstable.Keywords
Dlubal FAQ Error 1639 Error 1640 Freely rotating X-axis Member hinge Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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Knowledge Base Articles

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Manual adjustment of the buckling curve according to EN 1993-1-1
The RF-/STEEL EC3 add-on module automatically transfers the buckling line to be used for the flexural buckling analysis for a cross-section from the cross-section properties. In particular for general cross -sections, but also for special cases, the assignment of the buckling line can be adjusted manually in the module input.
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Product Features Articles

New
Increased Calculation Performance by Reducing the Nodal Degrees of Freedom
The number of degrees of freedom in a node is no longer a global calculation parameter in RFEM (6 degrees of freedom for each mesh node in 3D models, 7 degrees of freedom for the warping torsion analysis). Thus, each node is generally considered with a different number of degrees of freedom, which leads to a variable number of equations in the calculation.
This modification speeds up the calculation, especially for models where a significant reduction of the system could be achieved (e.g. trusses and membrane structures).
Frequently Asked Questions (FAQ)
- Does the load generation also work for curved members?
- I would like to calculate and design "temporary structures." What do I need for this?
- I often edit the reinforcement provided by the program. Adjusting the reinforcement by using coordinates takes much effort and time if having several beams in the model. Is there any way to speed up the reinforcement editing?
- I design timber components. The deformations of load combinations deviate from the manual calculation exactly by the factor of the material partial safety factor. Why?
- Which programs can I use to calculate and design power plants?
- Which filter settings should be selected in the material library for concrete in order to perform design in RF‑CONCRETE according to the Swedish National Annex? In RFEM, there is no Swedish standard group available for the selection.
- I have analyzed two models of an inclined bored pile as a support with defined spring stiffness. A surface that can be moved horizontally (globally) is used for the force transmission. The bored pile in Model A is a support inclined by 15° with a spring stiffness of 2,000 kN/m in the axial direction. The bored pile of Model B is a support with the defined spring stiffnesses, divided into the respective horizontal and vertical components. The value of the spring stiffness is always the same (2,000 kN/m). In my opinion, both models are equivalent. Why are there different results in the deformation anyway?
- 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?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
- How can I increase the maximum number of iterations in RFEM/RSTAB?
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