This feature helps you stay flexible in your planning. You can subsequently adjust the numbering of structural objects, such as nodes and members. In this case, it is possible to renumber the objects automatically in accordance with the selected priorities (axis directions).
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This article provides a detailed overview of the export features from RFEM 6 and RSTAB 9 to AutoCAD/DXF files, including options for exporting dimensions, FE meshes, and deformed shapes.
This article provides a detailed overview of the import features from RFEM 6 and RSTAB 9 to AutoCAD/DXF files.
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
How does single sign-on work with RFEM 6?
In the cross-section program RSECTION, you can define welds (fillet welds, corner fillet welds, lap fillet welds) for thin-walled cross-sections. For these sections, you can calculate the weld stresses.
In the Snow Load Wizard, you can optionally consider snow overhang and snow guard when generating snow loads according to Eurocode.
The Construction Stages Analysis (CSA) add-on allows you to modify the object and design properties of members, surfaces, and so on, in the individual construction stages.
During the calculation, you can display the model deformation for the calculation steps graphically in the calculation progress window.
Can I use Dlubal API in Rhino and Grasshopper?
In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design.
Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?
How can I find RWIND results such as forces data in ParaView?
Can I optimize parametric cross-sections?
How can I define RSECTION cross-sections in Grasshopper?
How can I fix the error warning “10060 - The structure is unstable” for modal analysis instability?
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