FAQ 004370 EN
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Rib Design by Means of Result Beams
Even though the design of downstand beams is usually carried out on a member model, a result beam can be used to perform the design on a model with only surfaces.
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Depending on stiffness, mass, and damping, structures react differently to wind action.
- How to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
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Why are my steel members not being designed for stability in RF-STEEL AISC?
- How do I define temperature loads on a composite beam?
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How can I apply concentrated loads to a curved surface?
- Can I define surfaces with any number of boundary lines?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
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I created a very simple model to check the manual calculation. I can't get to the expected results. Could you give me an advice please?
- How can I import an IGES or STEP file into RFEM?
- How is it possible to add or remove tables in the printout report?
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