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Adjusting NDS and CSA O86 Factors for Consideration in the Timber Design Add-on
How can the NDS and CSA O86 factors be manually adjusted for consideration in the Timber Design add-on?
Programs for Timber Structures
Which Dlubal Software programs can I use to calculate and design timber structures?
- 005437
- RFEM 6
- RSTAB 9
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- Steel Design for RFEM 6
- Steel Design for RSTAB 9
- Steel Joints for RFEM 6
- Torsional Warping (7 DOF) for RFEM 6
- Torsional Warping (7 DOF) for RSTAB 9
- Steel Structures
- Structural Analysis & Design
- Stress Analysis
- Stability Analysis
- Warping Torsion Analysis
- Steel Connections
- Cold-Formed Sections
- Eurocode 3
- ANSI/AISC 360
- CSA S16
- IS 800
- GB 50017
- SP 63.13330
- BS 5950-1
- AS 4100
- SIA 263
Programs for Steel Structures
Which programs and add-ons are suitable for the structural analysis and design of steel structures?
CSA S16 Class 4 Sections
Can I design members with Class 4 sections according to CSA S16 in the Steel Design add-on?
Equivalent Round Section Dimension
How is the dimension for an equivalent round section calculated in the Timber Design add-on?
Standardized Sections for AISI Design
Which standardized sections are valid for AISI cold-formed steel design in RFEM 6?
Custom Sections for AISI Design
Can I design user-defined (parametric) sections according to AISI S100 or CSA S136?
AISI Table B4.1-1 Applicability Limits
Does RFEM check the applicability limits of AISI Table B4.1‑1?
Line Hinges on Several Surfaces
How can I efficiently define line hinges on several surfaces?
Orthotropy Direction for Layers
Why cannot I define a rotation when defining layers?
Question
How is it possible to display the main support direction graphically in RF‑LAMINATE?
CSA S16 Class 4 Section
My section is classified as Class 4 and non-designable in RF-/STEEL CSA. However, my manual calculation shows a different class. Why the difference?
Question
In RF-/TIMBER AWC and RF-/TIMBER CSA, I receive the error that says torsion limit exceeded. How do I bypass this error message?
Question
How can I design dowel-laminated timber (DLT) or nail-laminated timber (NLT) in RFEM?
Question
How can I perform a stability analysis for a tapered member?
Question
What does the "Calculate grid points result values for graphics" option set?
Question
In RF-/TIMBER AWC and RF-/TIMBER CSA, I receive the Error 49927 and Error 54089 respectively which says the cross-section is not permitted. Why can I not design this section in the add-on module?
Question
Can RF‑TIMBER AWC optimize cross-sections for fire design?
Question
Is it possible to perform fire resistance design of cross-laminated timber panels in RF‑LAMINATE?
Question
How can I consider the flexibility of a continuous beam with slotted dowel connections?
Question
Is it possible to perform a detailed analysis of connections, supports, or reinforcements of cross‑laminated timber plates in RF‑LAMINATE?
Question
Does the RF‑LAMINATE program consider the shear correction factor for cross-laminated timber plates?
Question
In spite of having defined average regions, they are not considered in the design in RF‑LAMINATE Surfaces. Which setting did I overlook?
Question
What are the stiffness reduction factors k33 and k88 in the Multilayer Surfaces Add-on?
Question
Is it possible to import effective lengths from RF‑STABILITY or RSBUCK in RF‑/TIMBER Pro?
Question
What is the meaning of the brickwork class in the Material Library for masonry according to EN 1996‑1‑1?
Question
What does "Mortar Joint" mean when using "Masonry" as a material with the standard EN 1996‑1‑1?
Question
In the material library for masonry, there is the "g/t" ratio. What does this mean exactly?
In the material library for masonry, there is the "g/t" ratio. What does this mean exactly?