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Consideration of Heat Affected Zone for Aluminum
Is it possible to consider the reduction of strength in the heat affected zone (HAZ) in the RF‑/ALUMINUM add-on module?
Question
I am trying to design an open, unsymmetric aluminum cross-section in RF‑/ALUMINUM and I am get the warning "Non-designable - 1022) General cross-section — Check of stability is not available". What is the reason?
Effective Length Factors for Aluminum and Steel Design
Are effective length factors determined automatically from a model in the add-on modules for aluminum and steel design, or do I have to make adjustments?
Question
I have performed a buckling analysis in RF‑ALUMINUM. Where can I find the parameters used for the design in the add-on module?
Question
It is not possible to design a SHAPE‑THIN cross-section due to invalid symmetry. What is the cause and how can I fix it?
Question
I need to define different types of lateral intermediate restrains for a single element in RF-/STEEL EC3. Is this possible?
Question
The calculation of a result combination in STEEL EC3 or ALUMINUM takes a very long time. What might be the cause, and how can I improve the performance?
Question
Is there a way to prepare an EC3 buckling check without setting the intermediate support manually, or is there a workaround that can speed this up?
- 002546
- RF-STEEL 5
- STEEL 8
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- RF-STEEL AISC 5
- RF-STEEL AS 5
- RF-STEEL BS 5
- RF-STEEL CSA 5
- RF-STEEL EC3 5
- RF-STEEL Fatigue Members 5
- RF-STEEL GB 5
- RF-STEEL HK 5
- RF-STEEL IS 5
- RF-STEEL NBR 5
- RF-STEEL NTC-DF 5
- RF-STEEL Plasticity 5
- RF-STEEL Plasticity 5
- RF-STEEL SANS 5
- RF-STEEL SIA 5
- RF-STEEL SP 5
- RF-STEEL Warping Torsion 5
- STEEL AISC 8
- STEEL AS 8
- STEEL BS 8
- STEEL CSA 8
- STEEL EC3 8
- STEEL Fatigue Members 8
- STEEL GB 8
- STEEL HK 8
- STEEL IS 8
- STEEL NBR 8
- STEEL NTC-DF 8
- STEEL Plasticity 8
- STEEL Plasticity 8
- STEEL SANS 8
- STEEL SIA 8
- STEEL SP 8
- STEEL Warping Torsion 8
- RF-TIMBER AWC 5
- RF-TIMBER CSA 5
- RF-TIMBER NBR 5
- RF-TIMBER Pro 5
- RF-ALUMINUM 5
- RF-ALUMINUM ADM 5
- TIMBER AWC 8
- TIMBER CSA 8
- TIMBER NBR 8
- TIMBER Pro 8
Question
I have modified cross-section properties or reduced stiffnesses of a member in RFEM/RSTAB. After a new calculation, the deformation of the structural system has adjusted itself to the new cross-section properties. However, this change is not taken into account when performing design in add-on modules.
Question
Which modules can be accessed via the COM interfaces RS‑COM and RF‑COM?
Question
I get an implausible result with the expression "1.#J" in the RF‑/ALUMINUM add-on module.
How can I fix this?
Question
Why does my calculation in the RF‑/ALUMINUM add‑on module take so long?
Question
Why is it not possible to select sets of members for the serviceability limit state design in the respective design modules? I cannot specify sets of members under "Serviceability Data".
Question
The printout report of the STEEL EC3 results is too long. How can I reduce the content to a minimum?
- 002628
- ALUMINUM 8
- ALUMINUM ADM 8
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- RF-ALUMINUM 5
- RF-ALUMINUM ADM 5
- RF-STEEL 5
- RF-STEEL AISC 5
- RF-STEEL AS 5
- RF-STEEL BS 5
- RF-STEEL CSA 5
- RF-STEEL EC3 5
- RF-STEEL Fatigue Members 5
- RF-STEEL NTC-DF 5
- RF-STEEL SIA 5
- STEEL 8
- STEEL AISC 8
- STEEL AS 8
- STEEL BS 8
- STEEL CSA 8
- STEEL EC3 8
- STEEL Fatigue Members 8
- STEEL SIA 8
- KAPPA 8
- RF-KAPPA 5
- LTB 8
- RF-LTB 5
- Steel Structures
- Stress Analysis
- Stability Analysis