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Home Support & Learning Learning Videos FAQ 003256 | How can I correct Error No. 1602 referring to a missing line entry in the member definition?
FAQ 003256 | How can I correct Error No. 1602 referring to a missing line entry in the member definition?
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First Steps with RFEM
07/09/2019
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Question
How can I correct Error No. 1602 referring to a missing line entry in the member definition?Answer
Keywords
Dlubal FAQ Error 1602 Incomplete Plausibility check Hierarchy Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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Models to Download
Knowledge Base Articles

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If the geometry of a surface, for which you must remove some of the existing boundary lines, changes subsequently, you don't need to redefine the surface.Screenshots
Product Features Articles

Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- How can I create a curved or curved section?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- A rigid member should only be able to absorb tensile forces or only compressive forces. What are the options for considering these nonlinearities in the calculation?
- In a 3D model consisting of three identical floors, I applied a unit load of 1 kN/m² to the top slab to determine the spring stiffness of the supports for 2D modeling of the slabs from normal forces and deformations of the columns. Despite the deactivation of the self-weight of the structure, there is a redistribution of the column normal forces by storey. Is it possible to deactivate this effect?
- How do I display the nodal displacements graphically?
- Are silos/tanks possible to export from RFEM into Revit?
- Is it possible to also have RFEM output the area of each finite element along with its location?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
- Why do I obtain great differences in results for both the deformation and the bending moments when applying inclination by using imperfection to a single member and an articulated set of members with the same total length?
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
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