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Timber Lattice Truss
Model to Download
Example of Timber Structure
Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
Deformation after wind loading | Partial Model of "Crocodile" Residential Building in RSTAB (© Timbatec Holzbauingenieure Schweiz AG)
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?