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The building I am calculating is located in the North German Plain. How can I consider the increased snow load?
Question
How can I determine the effective cross-section properties according to EC 3 or EC 9 with SHAPE‑THIN?
Question
There are no load case numbers (LC1, LC2, LC3, ...), but action categories (G, Qw, Qs, Imp), displayed for load combinations. Where can I set this?
Question
For the foundation design, I need the results (support reactions) of the design situation for "static equilibrium". How do I get them?
Question
For design, I need the load combinations from 1.00*G + 1.50*Q. How can I generate them automatically?
Question
Where is the consequences class defined in RX‑TIMBER?
Question
Why do some external pressure coefficients have a value of 0 when generating wind loads?
Question
What is the meaning of the abbreviations of design situations in the "Combination Expressions" tab?
Question
Why does my calculation in the RF‑/ALUMINUM add‑on module take so long?
Question
How can I generate load combinations automatically in an existing file retroactively?
Question
How can I consider the partial safety factor γQ,T in the automatic load combinations with 1.0 according to DIN EN 1992‑1‑1/NA: Chapter NCI 2.3.1.2 (3), or DIN EN 1990/NA Chapter NDP A.1.3.1 (4)? The value γQ,T = 1.5 is used by default.
Question
When determining the effective cross-section properties according to EN 1993‑1‑1, EN 1993‑1‑5, or EN 1999̩1‑1, SHAPE‑THIN displays a warning message saying that the effective widths are only determined for straight elements. What does this mean?
Question
Why is it not possible to select individually or simultaneously acting load cases in the "Combination Expressions" tab?
Question
How can I display nodal masses?
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- CONCRETE 8
- ALUMINUM 8
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- CONCRETE Columns 8
- EC2 for RFEM 5
- EC2 for RSTAB 8
- TIMBER Pro 8
- CRANEWAY 8
- RF-CONCRETE Columns 5
- RF-CONCRETE 5
- RF-PLATE-BUCKLING 5
- RF-FOUNDATION Pro 5
- RF-HSS 5
- RF-GLASS 5
- RF-TIMBER Pro 5
- RF-SOILIN 5
- RF-FRAME-JOINT Pro 5
- RF-STEEL EC3 5
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