What does the design information mean: Geometry error left side: End plate of the girder: Lambda2 >1.4 Column flange: Lambda2 >1.4 I cannot find an explanation in the manual or online.
Do you have a program for designing columns restrained in concrete? It is not about the design of the bucket, but about the required embedment depth, the provided concrete stress, the check of the shear stress in the column, and so on.
Is it possible to integrate several cross-sections into different materials when performing a flexural buckling analysis, or how can I apply several cross-sections to each other?
For a calculation, I activated the "Detailed Calculation" option. Have the support loads already been specified with the reduced dynamic coefficient for the design of the substructure?
I have to dimension a wall bracket as a steel brackets that I have modeled as surface components in RFEM 5. Which add-on module can I use to design it?
When calculating a connection using the FRAME‑JOINT Pro add-on module, a message appears saying that the value is out of the valid range (existing value: 160, minimum value 200). What does this message mean?
What are the options in RFEM 5 or RSTAB 8 for determining the ideal elastic critical moment for lateral-torsional buckling for any cross-sections and systems/loads? Is it also possible to design flat steel (brackets, flat steel stringers of staircases)?
The design of the premature weld failure at the fin plate is governing for the design of a pinned beam connection with JOINTS. What exactly does the design of the premature weld failure consider, and is it necessary to perform it in every case?
Is it possible to process the input data, such as effective lengths of several members or continuous members, in the add-on modules RF‑/STEEL EC3, RF‑/STEEL AISC, or RF‑/STEEL CSA?
I would like to remodel a connection using FRAME‑JOINT Pro for comparison purposes, but I am having problems with the bolt spacings. Are there any other spacings, or have I overlooked something?
Is it possible to avoid the extended bottom when defining an end plate, and to arrange a single-bevel groove weld? If not, what is the size of the extension?