13 Results
View results:
Sort by:
Wind Load on Open Structures
How do I apply wind load on members of open structures in RFEM 5?
Question
I would like to define lateral supports along the axis of a structural component that sometimes act on the upper flange, sometimes on the lower flange. However, it is only possible to select one item for each member. How can I create the entry?
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 am performing a design in RF‑/STEEL AISC for result combinations from RF‑/DYNAM Pro and get the error message "Not designable - Null value of the critical moment on the segment". What should I do?
Question
I need to define different types of lateral intermediate restrains for a single element in RF-/STEEL EC3. Is this possible?
Question
After running the design in RF‑STEEL AISC, I receive error message 1002 - Invalid cross-section of type "Channel" according to F2. What does this error mean?
Question
How do you perform a lateral-torsional buckling analysis for asymmetric steel cross-sections?
Question
Is it possible to use the RF‑/STEEL AISC add-on module itself to specify the internal forces, for example, from another calculation or program?
- 002546
- RF-STEEL 5
- STEEL 8
-
- 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
Does RF‑STEEL AISC perform torsion design per Design Guide No. 9?
Question
Is it possible to process the input data, such as effective lengths of several members or continuous members, in the add-on modules RF‑/STEEL EC3, RF‑/STEEL AISC, or RF‑/STEEL CSA?
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
-
- 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