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FAQ 003479 | Why is a free load not applied completely?
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First Steps with RFEM
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Why is a free load not applied completely?Answer
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Dlubal FAQ Free load Imperfection Load application Load distribution Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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Eurocode 5 | Timber structures according to EN 1995-1-1
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Models to Download
Knowledge Base Articles

Parameterized FE Model for Designing Rigid End Plate Joints
Designing rigid end plate connections is difficult for four-row connection geometries and multi-axis bending stresses because there are no official design methods.
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Product Features Articles

SHAPE-MASSIVE | Stress analysis
- Normal stresses σx from axial force and bending
- Shear stresses τ from shear force and torsion
- Equivalent stresses σv with comparison to limit stress
- Stress ratios related to equivalent stresses
- Normal stress σx from unit normal force N
- Shear stress τ from unit shear forces Vy , Vz , Vu , Vv
- Normal stress σx from unit moments My , Mz Mu , Mv
Frequently Asked Questions (FAQ)
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
- I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
- Which add-on modules and programs do I need for laminate and sandwich structures as well as cross-laminated timber (CLT)?
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- In connection with the calculation according to the large deformation analysis, I get significantly smaller deformations than for the calculation according to the linear static or second-order analysis. How is this possible?
- "During the calculation of material non-linearity, the material with a decreasing branch of the diagram can be calculated with one load increment only." Why do I get this error?
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How can I perform a stability/buckling analysis on a load-bearing structure?
- How can I control the stiffness reduction by load cases for surfaces?
- Is it also possible to design flat slabs in RF‑TENDON and RF‑TENDON Design?
- What are the possibilities for the result evaluation of line hinges?
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