jmurgass99 · Nov 7, 2026 · Nov 4, 2026
diff --git a/.gitignore b/.gitignore
@@ -8,3 +8,7 @@ dist/
 .venv/
 
 # herramientas locales de agentes
+
+# salida de los ejemplos
+examples/output/
+examples/out/
diff --git a/README.en.md b/README.en.md
diff --git a/README.it.md b/README.it.md
diff --git a/README.md b/README.md
diff --git a/README.pt.md b/README.pt.md
diff --git a/docs/LIMITACIONES.md b/docs/LIMITACIONES.md
@@ -0,0 +1,10 @@
+# Limitaciones conocidas de loadpath
+
+Lo que el paquete no hace o hace de forma simplificada.
+
+- No hay catálogo de perfiles ni de materiales: el paquete valida lo que recibe, no lo rellena.
+- `FrameSection` no distingue secciones de clase 4 ni almacena geometría (alas, almas); las propiedades eficaces son responsabilidad del productor.
+- `InternalForces` es una estación de barra; no modela esfuerzos de placa, apoyos ni combinaciones (el identificador de combinación va en `member_id` o en el modelo compuesto del consumidor).
+- `beam_stiffness_2d` es flexión plana con hipótesis de Euler-Bernoulli (sin deformación por cortante) y EI(x) dado por el usuario; con EI a trozos, pasa los quiebros en `breakpoints_x` (Simpson por tramos) o usa un n suficiente para que caigan cerca de un nodo de Simpson.
+- `semi_rigid_bending_stiffness` recibe R en las unidades de K_b (kN·m/rad si K_b está en kN y m); pasar una rigidez relativa k·L/EI hace que todo salga articulado.
+- Los convenios de ejes (x fuerte, M_z fuerte) son los del ecosistema Loadpath y de SAP2000; otros programas usan otros y el mapeo es tarea del importador.
diff --git a/...ples/output/data_contract_member_check_bundle_material_section_forces_jsonschema_defs.txt b/...ples/output/data_contract_member_check_bundle_material_section_forces_jsonschema_defs.txt
diff --git a/examples/output/fea_haunched_rafter_piecewise_EI_stiffness_and_carry_over_factor.txt b/examples/output/fea_haunched_rafter_piecewise_EI_stiffness_and_carry_over_factor.txt
diff --git a/examples/output/fea_portal_frame_sway_stiffness_rigid_vs_semi_rigid_joints_assembly.txt b/examples/output/fea_portal_frame_sway_stiffness_rigid_vs_semi_rigid_joints_assembly.txt
diff --git a/examples/output/fea_prismatic_beam_stiffness_recovers_closed_form_12EI_L3.txt b/examples/output/fea_prismatic_beam_stiffness_recovers_closed_form_12EI_L3.txt
diff --git a/examples/output/fea_semi_rigid_joint_eurocode_classification_fixity_factor_table.txt b/examples/output/fea_semi_rigid_joint_eurocode_classification_fixity_factor_table.txt
diff --git a/examples/output/fea_tapered_beam_linear_EI_closed_form_and_simpson_convergence.txt b/examples/output/fea_tapered_beam_linear_EI_closed_form_and_simpson_convergence.txt
diff --git a/examples/output/internal_forces_jsonl_export_import_and_member_envelopes.txt b/examples/output/internal_forces_jsonl_export_import_and_member_envelopes.txt
diff --git a/examples/output/internal_forces_sign_convention_tension_positive_column_combined_stress.txt b/examples/output/internal_forces_sign_convention_tension_positive_column_combined_stress.txt
diff --git a/examples/output/internal_forces_simply_supported_beam_stations_udl_envelope.txt b/examples/output/internal_forces_simply_supported_beam_stations_udl_envelope.txt
diff --git a/examples/output/internal_forces_validation_station_negative_extra_field_and_defaults.txt b/examples/output/internal_forces_validation_station_negative_extra_field_and_defaults.txt
diff --git a/examples/output/material_catalog_steel_concrete_timber_aluminum_from_codes.txt b/examples/output/material_catalog_steel_concrete_timber_aluminum_from_codes.txt
diff --git a/examples/output/material_concrete_Ecm_from_fck_EN1992_table_3_1.txt b/examples/output/material_concrete_Ecm_from_fck_EN1992_table_3_1.txt
diff --git a/examples/output/material_json_schema_to_typescript_interface.txt b/examples/output/material_json_schema_to_typescript_interface.txt
diff --git a/examples/output/material_steel_grades_EN10025_thickness_dependent_fy.txt b/examples/output/material_steel_grades_EN10025_thickness_dependent_fy.txt
diff --git a/examples/output/material_validation_rejects_missing_units_and_out_of_range.txt b/examples/output/material_validation_rejects_missing_units_and_out_of_range.txt
diff --git a/examples/output/section_hollow_sections_RHS_CHS_from_dimensions_vs_EN10210.txt b/examples/output/section_hollow_sections_RHS_CHS_from_dimensions_vs_EN10210.txt
diff --git a/examples/output/section_properties_from_I_shape_dimensions_IPE300_HEB300_vs_catalog.txt b/examples/output/section_properties_from_I_shape_dimensions_IPE300_HEB300_vs_catalog.txt
diff --git a/examples/output/section_strong_weak_axis_mapping_to_internal_forces_bending_stress.txt b/examples/output/section_strong_weak_axis_mapping_to_internal_forces_bending_stress.txt
diff --git a/examples/output/section_validation_optional_fields_and_json_schema_required.txt b/examples/output/section_validation_optional_fields_and_json_schema_required.txt
diff --git a/examples/output/section_weight_radius_of_gyration_and_slenderness_table.txt b/examples/output/section_weight_radius_of_gyration_and_slenderness_table.txt
diff --git a/web/index.html b/web/index.html