Engineering status:
Version 1.2.0 adds a sparse direct-stiffness assembly and iterative solution for a 3D spatial frame model with six degrees of freedom per node. This is still not an ETABS-equivalent solver: shell/wall/slab elements, diaphragms, modal/seismic analysis, nonlinear/P-Delta analysis, code design, load-combination solution cases and independently validated production-grade reporting are not implemented. Do not use this prototype for construction, safety-critical decisions or regulatory submissions.