FAQ 004305 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?
Associated Products
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
3,540.00 USD
Main Program
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
2,550.00 USD
Add-on Module
Design of steel members according to the American standard ANSI/AISC 360
1,480.00 USD
Add-on Module
Design of steel members according to the American standard ANSI/AISC 360
1,480.00 USD
