Get a better understanding of the stress distribution within member cross-sections by using clipping planes.
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This article shows how to manage the input data for member and surface design configurations within the Stress-Strain Analysis add-on.
The advantage of the RFEM 6 Steel Joints add-on is that you can analyze steel connections using an FE model for which the modeling runs fully automatically in the background. The input of the steel joint components that control the modeling can be done by defining the components manually, or by using the available templates in the library. The latter method is included in a previous Knowledge Base article titled “Defining Steel Joint Components Using the Library". The definition of parameters for the design of steel joints is the topic of the Knowledge Base article “Designing Steel Joints in RFEM 6".
Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.
The stand-alone program RSECTION is at your disposal for determining section properties and performing stress analysis for thin-walled and massive cross-sections. The program can be connected to both RFEM and RSTAB so that sections from RSECTION are also available in the RFEM and RSTAB library. Likewise, internal forces from RFEM and RSTAB can be imported into RSECTION.
Get a better understanding of the stress distribution within member cross-sections by using clipping planes.
The deformation process of the global deformation components can be represented as a movement sequence.
In the Stress-Strain Analysis add-on, you can use the option to specify sign-dependent limit stresses by stress component.
The results of solid stresses can be displayed as colored 3D points in the finite elements.
Is it possible to consider the eccentricity of unsymmetrical line welds for the stress analysis in RFEM 6?
Why are the stresses of the structural analysis different from those calculated with the Stress-Strain Analysis add-on?
We are looking for a program for scaffolding and rack structures. Is Dlubal Software suitable for this?
Which programs do I need for laminate and sandwich structures, or cross-laminated timber (CLT)?
Can I analyze and design hydraulic steel structures with the Dlubal programs?
Which programs and add-ons are suitable for the structural analysis and design of steel structures?
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