FAQ 000062 EN-US
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In RFEM, if you want to insert a tapered member with intermediate nodes into an existing model, the question often arises how to quickly determine the individual cross-section depths of the tapered members. The ‘Connect Lines or Members’ command comes in handy for this purpose.
Depending on stiffness, mass, and damping, structures react differently to wind action.
- What is the difference between the dongle drivers of CRANEWAY and RFEM or RSTAB?
Why are my steel members not being designed for stability in RF-STEEL AISC?
- How to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
- How do I define temperature loads on a composite beam?
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?
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?
Properties and stresses of thin-walled and cold-formed cross-sections
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
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
Design of crane runway girders according to EN 1993-6 and DIN 4132
PLATE-BUCKLING 8.xx - Stand-Alone
Plate buckling analysis of rectangular plates with or without stiffeners
Timber design of single-span and wide-span glulam beams according to Eurocode 5 or DIN 1052