Orthotropy Direction for Layers
New
Assigning Eccentricity to Nodal Supports for the Stability Verification of Members
Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
Consideration of Shear Stiffness for Cross-Section Calculation in RFEM 6