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Question
Can I use RFEM to calculate a log house three-dimensionally?
Question
I would like to carry out the flexural buckling design for timber components with imperfections and internal forces according to the second-order analysis. Is it sufficient to activate this in Details of the RF‑/TIMBER Pro add-on module or is it necessary to make additional settings?
LVL
Can I design laminated veneer lumber with RFEM 5 or RSTAB 8?
Question
When performing the fire resistance design with TIMBER Pro, I get Error 10001. How can I fix the error?
Question
I have selected all the members available for design in RF‑/TIMBER Pro. Why are the tapered members not designed?
Question
Can I consider a reduction of the stiffness according to the German regulation NCI NA.5.9 in TIMBER Pro?
Question
After the design was performed using RF‑/TIMBER Pro, I optimized a cross-section. Why is the utilization of the optimized cross-section exceeded now?
Question
Where can I adjust the effective length lef according to Table 6.1 of Eurocode 5 in the TIMBER Pro add-on module?
Question
How can I perform a stability analysis for a tapered member?
Question
Can I consider a shear force reduction with the RF‑/TIMBER Pro add-on module?
Question
I have defined a notch on a support. Why is it not taken into account for the reduction factor kv?
Question
Can RF‑TIMBER AWC optimize cross-sections for fire design?
Question
According to DIN EN 1995‑1‑1/NA, the crack factor kcr may be increased by 30% for softwood in areas that are at least 1.50 m from the timber grain plane. How is it possible to apply this in RF‑/TIMBER Pro?
- 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.
Hybrid Timber Cross-Section
Is it possible to display stresses of hybrid timber cross-sections in RFEM 5 and RSTAB 8?
Question
Which cross-sections can I design in the RF‑/TIMBER Pro add-on module?
Question
Which modules can be accessed via the COM interfaces RS‑COM and RF‑COM?
Question
Is it possible to import effective lengths from RF‑STABILITY or RSBUCK in RF‑/TIMBER Pro?
Edge Lamellas
How is it possible to consider edge lamellas of a glued-laminated beam?
Question
Which result combinations can I design with the RF‑/TIMBER Pro program, and what should I pay attention to?
Question
Why is it not possible to design any LVL material according to the SIA 265 standard in RF‑/TIMBER Pro?
- 003312
- CONCRETE 8
- ALUMINUM 8
-
- CONCRETE Columns 8
- EC2 for RFEM 5
- EC2 for RSTAB 8
- TIMBER Pro 8
- CRANEWAY 8
- RF-CONCRETE Columns 5
- RF-CONCRETE 5
- RF-PLATE-BUCKLING 5
- RF-FOUNDATION Pro 5
- RF-HSS 5
- RF-GLASS 5
- RF-TIMBER Pro 5
- RF-SOILIN 5
- RF-FRAME-JOINT Pro 5
- RF-STEEL EC3 5
- RF-PUNCH Pro 5
- Eurocode 2
- Eurocode 3
- Eurocode 5
- Eurocode 9
- Eurocode 7