├── .github ├── CODE_OF_CONDUCT.md ├── ISSUE_TEMPLATE │ ├── bug_report.yml │ ├── config.yml │ ├── documentation_issue.yml │ ├── feature_request.yml │ ├── formula_request.yml │ └── question.yml ├── dependabot.yaml ├── prompts │ ├── casus_formula.prompt.md │ ├── casus_tests.prompt.md │ ├── comparison_formula.prompt.md │ ├── comparison_tests.prompt.md │ ├── equation_formula.prompt.md │ └── equation_tests.prompt.md ├── pull_request_template.md └── workflows │ ├── build_deploy.yaml │ ├── code_coverage.yaml │ ├── greetings.yaml │ ├── minimum_code_coverage.yaml │ └── test.yaml ├── .gitignore ├── .pre-commit-config.yaml ├── .readthedocs.yaml ├── .ruff.toml ├── DISCLAIMER.md ├── LICENSE ├── Makefile ├── README.md ├── blueprints ├── __init__.py ├── checks │ ├── __init__.py │ └── nominal_concrete_cover │ │ ├── __init__.py │ │ └── nominal_concrete_cover.py ├── cli.py ├── codes │ ├── __init__.py │ ├── cur │ │ ├── __init__.py │ │ └── cur_228 │ │ │ ├── __init__.py │ │ │ ├── formula_2_21.py │ │ │ └── formula_2_22.py │ ├── eurocode │ │ ├── __init__.py │ │ ├── en_1992_1_1_2004 │ │ │ ├── __init__.py │ │ │ ├── chapter_10_precast_concrete_elements_and_structures │ │ │ │ └── __init__.py │ │ │ ├── chapter_11_lightweight_aggregate_concrete_structures │ │ │ │ └── __init__.py │ │ │ ├── chapter_12_plain_and_lightly_reinforced_concrete_structures │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_12_1.py │ │ │ │ ├── formula_12_2.py │ │ │ │ ├── formula_12_3.py │ │ │ │ ├── formula_12_4.py │ │ │ │ └── formula_12_5_6.py │ │ │ ├── chapter_3_materials │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_3_1.py │ │ │ │ ├── formula_3_10.py │ │ │ │ ├── formula_3_11.py │ │ │ │ ├── formula_3_12.py │ │ │ │ ├── formula_3_13.py │ │ │ │ ├── formula_3_14.py │ │ │ │ ├── formula_3_15.py │ │ │ │ ├── formula_3_16.py │ │ │ │ ├── formula_3_17.py │ │ │ │ ├── formula_3_18.py │ │ │ │ ├── formula_3_19_20.py │ │ │ │ ├── formula_3_2.py │ │ │ │ ├── formula_3_21_22.py │ │ │ │ ├── formula_3_23.py │ │ │ │ ├── formula_3_24_25.py │ │ │ │ ├── formula_3_26.py │ │ │ │ ├── formula_3_27.py │ │ │ │ ├── formula_3_28.py │ │ │ │ ├── formula_3_29.py │ │ │ │ ├── formula_3_3.py │ │ │ │ ├── formula_3_30.py │ │ │ │ ├── formula_3_4.py │ │ │ │ ├── formula_3_5.py │ │ │ │ ├── formula_3_6.py │ │ │ │ ├── formula_3_7.py │ │ │ │ ├── formula_3_8.py │ │ │ │ ├── formula_3_9.py │ │ │ │ └── sub_formula_3_28_29_30.py │ │ │ ├── chapter_4_durability_and_cover │ │ │ │ ├── __init__.py │ │ │ │ ├── _base_classes │ │ │ │ │ ├── __init__.py │ │ │ │ │ ├── exposure_classes.py │ │ │ │ │ ├── nominal_cover_constants.py │ │ │ │ │ └── structural_class.py │ │ │ │ ├── constants.py │ │ │ │ ├── formula_4_1.py │ │ │ │ ├── formula_4_2.py │ │ │ │ ├── formula_4_3n.py │ │ │ │ ├── formula_4_4n.py │ │ │ │ ├── table_4_1.py │ │ │ │ ├── table_4_2.py │ │ │ │ ├── table_4_3.py │ │ │ │ ├── table_4_4n.py │ │ │ │ └── table_4_5n.py │ │ │ ├── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_5_1.py │ │ │ │ ├── formula_5_10a.py │ │ │ │ ├── formula_5_10b.py │ │ │ │ ├── formula_5_11n.py │ │ │ │ ├── formula_5_12n.py │ │ │ │ ├── formula_5_13n.py │ │ │ │ ├── formula_5_14.py │ │ │ │ ├── formula_5_15.py │ │ │ │ ├── formula_5_16.py │ │ │ │ ├── formula_5_17.py │ │ │ │ ├── formula_5_18.py │ │ │ │ ├── formula_5_19.py │ │ │ │ ├── formula_5_2.py │ │ │ │ ├── formula_5_20.py │ │ │ │ ├── formula_5_21.py │ │ │ │ ├── formula_5_22.py │ │ │ │ ├── formula_5_23.py │ │ │ │ ├── formula_5_24.py │ │ │ │ ├── formula_5_25.py │ │ │ │ ├── formula_5_26.py │ │ │ │ ├── formula_5_27.py │ │ │ │ ├── formula_5_28.py │ │ │ │ ├── formula_5_29.py │ │ │ │ ├── formula_5_30.py │ │ │ │ ├── formula_5_31.py │ │ │ │ ├── formula_5_32.py │ │ │ │ ├── formula_5_33.py │ │ │ │ ├── formula_5_34.py │ │ │ │ ├── formula_5_35.py │ │ │ │ ├── formula_5_36.py │ │ │ │ ├── formula_5_37.py │ │ │ │ ├── formula_5_38a.py │ │ │ │ ├── formula_5_38b.py │ │ │ │ ├── formula_5_39.py │ │ │ │ ├── formula_5_3a.py │ │ │ │ ├── formula_5_3b.py │ │ │ │ ├── formula_5_4.py │ │ │ │ ├── formula_5_40a.py │ │ │ │ ├── formula_5_40b.py │ │ │ │ ├── formula_5_41.py │ │ │ │ ├── formula_5_42.py │ │ │ │ ├── formula_5_43.py │ │ │ │ ├── formula_5_44.py │ │ │ │ ├── formula_5_45.py │ │ │ │ ├── formula_5_46.py │ │ │ │ ├── formula_5_47.py │ │ │ │ ├── formula_5_48.py │ │ │ │ ├── formula_5_5.py │ │ │ │ ├── formula_5_6.py │ │ │ │ ├── formula_5_7.py │ │ │ │ ├── formula_5_7ab.py │ │ │ │ ├── formula_5_8.py │ │ │ │ └── formula_5_9.py │ │ │ ├── chapter_6_ultimate_limit_state │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_6_1.py │ │ │ │ ├── formula_6_10abn.py │ │ │ │ ├── formula_6_11abcn.py │ │ │ │ ├── formula_6_12.py │ │ │ │ ├── formula_6_13.py │ │ │ │ ├── formula_6_14.py │ │ │ │ ├── formula_6_15.py │ │ │ │ ├── formula_6_16.py │ │ │ │ ├── formula_6_17.py │ │ │ │ ├── formula_6_18.py │ │ │ │ ├── formula_6_19.py │ │ │ │ ├── formula_6_2.py │ │ │ │ ├── formula_6_20.py │ │ │ │ ├── formula_6_21.py │ │ │ │ ├── formula_6_22.py │ │ │ │ ├── formula_6_23.py │ │ │ │ ├── formula_6_24.py │ │ │ │ ├── formula_6_25.py │ │ │ │ ├── formula_6_26.py │ │ │ │ ├── formula_6_27.py │ │ │ │ ├── formula_6_28.py │ │ │ │ ├── formula_6_29.py │ │ │ │ ├── formula_6_30.py │ │ │ │ ├── formula_6_31.py │ │ │ │ ├── formula_6_32.py │ │ │ │ ├── formula_6_33.py │ │ │ │ ├── formula_6_34_35.py │ │ │ │ ├── formula_6_36.py │ │ │ │ ├── formula_6_37.py │ │ │ │ ├── formula_6_38.py │ │ │ │ ├── formula_6_39.py │ │ │ │ ├── formula_6_3n.py │ │ │ │ ├── formula_6_4.py │ │ │ │ ├── formula_6_41.py │ │ │ │ ├── formula_6_42.py │ │ │ │ ├── formula_6_43.py │ │ │ │ ├── formula_6_44.py │ │ │ │ ├── formula_6_45.py │ │ │ │ ├── formula_6_46.py │ │ │ │ ├── formula_6_47.py │ │ │ │ ├── formula_6_47_subs.py │ │ │ │ ├── formula_6_48.py │ │ │ │ ├── formula_6_49.py │ │ │ │ ├── formula_6_5.py │ │ │ │ ├── formula_6_50.py │ │ │ │ ├── formula_6_51.py │ │ │ │ ├── formula_6_52.py │ │ │ │ ├── formula_6_53.py │ │ │ │ ├── formula_6_54.py │ │ │ │ ├── formula_6_55.py │ │ │ │ ├── formula_6_56.py │ │ │ │ ├── formula_6_57n.py │ │ │ │ ├── formula_6_58_59.py │ │ │ │ ├── formula_6_60.py │ │ │ │ ├── formula_6_61.py │ │ │ │ ├── formula_6_62.py │ │ │ │ ├── formula_6_63.py │ │ │ │ ├── formula_6_64.py │ │ │ │ ├── formula_6_65.py │ │ │ │ ├── formula_6_6n.py │ │ │ │ ├── formula_6_70.py │ │ │ │ ├── formula_6_71.py │ │ │ │ ├── formula_6_72.py │ │ │ │ ├── formula_6_73.py │ │ │ │ ├── formula_6_74.py │ │ │ │ ├── formula_6_75.py │ │ │ │ ├── formula_6_76.py │ │ │ │ ├── formula_6_77.py │ │ │ │ ├── formula_6_78_79.py │ │ │ │ ├── formula_6_7n.py │ │ │ │ ├── formula_6_8.py │ │ │ │ └── formula_6_9.py │ │ │ ├── chapter_7_serviceability_limit_state │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_7_1.py │ │ │ │ ├── formula_7_10.py │ │ │ │ ├── formula_7_11.py │ │ │ │ ├── formula_7_12.py │ │ │ │ ├── formula_7_13.py │ │ │ │ ├── formula_7_14.py │ │ │ │ ├── formula_7_15.py │ │ │ │ ├── formula_7_16_ab.py │ │ │ │ ├── formula_7_17.py │ │ │ │ ├── formula_7_18.py │ │ │ │ ├── formula_7_19.py │ │ │ │ ├── formula_7_2.py │ │ │ │ ├── formula_7_20.py │ │ │ │ ├── formula_7_21.py │ │ │ │ ├── formula_7_3.py │ │ │ │ ├── formula_7_4.py │ │ │ │ ├── formula_7_5.py │ │ │ │ ├── formula_7_6n.py │ │ │ │ ├── formula_7_7n.py │ │ │ │ ├── formula_7_8.py │ │ │ │ └── formula_7_9.py │ │ │ ├── chapter_8_detailing_of_reinforcement_and_prestressing_tendons │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_8_1.py │ │ │ │ ├── formula_8_10.py │ │ │ │ ├── formula_8_11.py │ │ │ │ ├── formula_8_12.py │ │ │ │ ├── formula_8_13.py │ │ │ │ ├── formula_8_14.py │ │ │ │ ├── formula_8_15.py │ │ │ │ ├── formula_8_16.py │ │ │ │ ├── formula_8_17.py │ │ │ │ ├── formula_8_18.py │ │ │ │ ├── formula_8_19.py │ │ │ │ ├── formula_8_2.py │ │ │ │ ├── formula_8_20.py │ │ │ │ ├── formula_8_21.py │ │ │ │ ├── formula_8_3.py │ │ │ │ ├── formula_8_4.py │ │ │ │ ├── formula_8_5.py │ │ │ │ ├── formula_8_6.py │ │ │ │ ├── formula_8_7.py │ │ │ │ ├── formula_8_8n.py │ │ │ │ └── formula_8_9.py │ │ │ └── chapter_9_detailling_and_specific_rules │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_9_10.py │ │ │ │ ├── formula_9_11.py │ │ │ │ ├── formula_9_12n.py │ │ │ │ ├── formula_9_13.py │ │ │ │ ├── formula_9_14.py │ │ │ │ ├── formula_9_16.py │ │ │ │ ├── formula_9_1n.py │ │ │ │ ├── formula_9_2.py │ │ │ │ ├── formula_9_3.py │ │ │ │ ├── formula_9_4.py │ │ │ │ ├── formula_9_5n.py │ │ │ │ ├── formula_9_6n.py │ │ │ │ ├── formula_9_7n.py │ │ │ │ ├── formula_9_8n.py │ │ │ │ └── formula_9_9.py │ │ ├── en_1992_2_2005 │ │ │ ├── __init__.py │ │ │ └── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ └── formula_5_101.py │ │ ├── en_1993_1_1_2005 │ │ │ ├── __init__.py │ │ │ ├── chapter_2_basic_of_design │ │ │ │ ├── __init__.py │ │ │ │ └── formula_2_2.py │ │ │ ├── chapter_3_materials │ │ │ │ ├── __init__.py │ │ │ │ └── table_3_1.py │ │ │ ├── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_5_1.py │ │ │ │ ├── formula_5_7.py │ │ │ │ └── formula_5_8.py │ │ │ └── chapter_6_ultimate_limit_state │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_6_1.py │ │ │ │ ├── formula_6_10.py │ │ │ │ ├── formula_6_11.py │ │ │ │ ├── formula_6_12.py │ │ │ │ ├── formula_6_13.py │ │ │ │ ├── formula_6_14.py │ │ │ │ ├── formula_6_15.py │ │ │ │ ├── formula_6_16.py │ │ │ │ ├── formula_6_17.py │ │ │ │ ├── formula_6_18.py │ │ │ │ ├── formula_6_18_sub_av.py │ │ │ │ ├── formula_6_19.py │ │ │ │ ├── formula_6_2.py │ │ │ │ ├── formula_6_20.py │ │ │ │ ├── formula_6_21.py │ │ │ │ ├── formula_6_22.py │ │ │ │ ├── formula_6_23.py │ │ │ │ ├── formula_6_24.py │ │ │ │ ├── formula_6_25.py │ │ │ │ ├── formula_6_26.py │ │ │ │ ├── formula_6_27.py │ │ │ │ ├── formula_6_28.py │ │ │ │ ├── formula_6_29.py │ │ │ │ ├── formula_6_29rho.py │ │ │ │ ├── formula_6_3.py │ │ │ │ ├── formula_6_30.py │ │ │ │ ├── formula_6_31.py │ │ │ │ ├── formula_6_32.py │ │ │ │ ├── formula_6_33.py │ │ │ │ ├── formula_6_34.py │ │ │ │ ├── formula_6_35.py │ │ │ │ ├── formula_6_36.py │ │ │ │ ├── formula_6_37_38.py │ │ │ │ ├── formula_6_39.py │ │ │ │ ├── formula_6_39aw.py │ │ │ │ ├── formula_6_4.py │ │ │ │ ├── formula_6_40.py │ │ │ │ ├── formula_6_40af.py │ │ │ │ ├── formula_6_41.py │ │ │ │ ├── formula_6_5.py │ │ │ │ ├── formula_6_6.py │ │ │ │ ├── formula_6_7.py │ │ │ │ ├── formula_6_8.py │ │ │ │ └── formula_6_9.py │ │ ├── en_1993_1_8_2005 │ │ │ ├── __init__.py │ │ │ └── chapter_4_welded_connections │ │ │ │ ├── __init__.py │ │ │ │ └── formula_4_2.py │ │ ├── en_1993_1_9_2005 │ │ │ ├── __init__.py │ │ │ └── annex_a_determination_of_fatigue_load_parameters_and_verification_formats │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_a_1.py │ │ │ │ └── formula_a_2.py │ │ ├── en_1993_5_2007 │ │ │ ├── __init__.py │ │ │ └── chapter_5_ultimate_limit_states │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_5_10.py │ │ │ │ ├── formula_5_12.py │ │ │ │ ├── formula_5_13.py │ │ │ │ ├── formula_5_16.py │ │ │ │ ├── formula_5_17.py │ │ │ │ ├── formula_5_18.py │ │ │ │ ├── formula_5_19.py │ │ │ │ ├── formula_5_2.py │ │ │ │ ├── formula_5_20.py │ │ │ │ ├── formula_5_21.py │ │ │ │ ├── formula_5_22.py │ │ │ │ ├── formula_5_3.py │ │ │ │ ├── formula_5_5.py │ │ │ │ ├── formula_5_6.py │ │ │ │ ├── formula_5_7.py │ │ │ │ ├── formula_5_8.py │ │ │ │ └── formula_5_9.py │ │ ├── en_1995_1_1_2004 │ │ │ ├── __init__.py │ │ │ └── chapter_7_serviceability_limit_states │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_7_3.py │ │ │ │ ├── formula_7_4.py │ │ │ │ ├── formula_7_5.py │ │ │ │ ├── formula_7_6.py │ │ │ │ └── formula_7_7.py │ │ ├── en_1995_1_1_2023 │ │ │ ├── __init__.py │ │ │ └── appendix_e │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_e_1.py │ │ │ │ ├── formula_e_10.py │ │ │ │ ├── formula_e_2.py │ │ │ │ ├── formula_e_3.py │ │ │ │ ├── formula_e_4.py │ │ │ │ ├── formula_e_5.py │ │ │ │ ├── formula_e_6.py │ │ │ │ ├── formula_e_7.py │ │ │ │ ├── formula_e_8.py │ │ │ │ └── formula_e_9.py │ │ ├── national_annex │ │ │ ├── __init__.py │ │ │ └── nl │ │ │ │ ├── __init__.py │ │ │ │ └── nen_en_1993_1_1_2006 │ │ │ │ ├── __init__.py │ │ │ │ └── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ └── formula_5_1.py │ │ ├── nen_9997_1_c2_2017 │ │ │ ├── __init__.py │ │ │ ├── chapter_1_general_rules │ │ │ │ ├── __init__.py │ │ │ │ └── formula_1_0_1.py │ │ │ └── chapter_2_basic_of_geotechnical_design │ │ │ │ ├── __init__.py │ │ │ │ ├── formula_2_1_a.py │ │ │ │ ├── formula_2_1_b.py │ │ │ │ ├── formula_2_2.py │ │ │ │ └── formula_2_4.py │ │ └── nen_en_1992_1_1_a1_2020 │ │ │ ├── __init__.py │ │ │ ├── chapter_4_durability_and_cover │ │ │ ├── __init__.py │ │ │ ├── constants.py │ │ │ ├── formula_4_1.py │ │ │ ├── formula_4_2.py │ │ │ ├── table_4_1.py │ │ │ ├── table_4_2.py │ │ │ ├── table_4_3.py │ │ │ ├── table_4_4n.py │ │ │ └── table_4_5n.py │ │ │ └── chapter_8_detailing_of_reinforcement_and_prestressing_tendons │ │ │ ├── __init__.py │ │ │ └── formula_8_14.py │ ├── formula.py │ └── latex_formula.py ├── geometry │ ├── __init__.py │ ├── line.py │ └── operations.py ├── materials │ ├── __init__.py │ ├── concrete.py │ ├── reinforcement_steel.py │ ├── soil.py │ └── steel.py ├── math_helpers.py ├── structural_sections │ ├── __init__.py │ ├── _cross_section.py │ ├── concrete │ │ ├── __init__.py │ │ ├── covers.py │ │ ├── rebar.py │ │ ├── reinforced_concrete_sections │ │ │ ├── __init__.py │ │ │ ├── base.py │ │ │ ├── circular.py │ │ │ ├── plotters │ │ │ │ ├── __init__.py │ │ │ │ ├── circular.py │ │ │ │ └── rectangular.py │ │ │ ├── rectangular.py │ │ │ └── reinforcement_configurations.py │ │ └── stirrups.py │ ├── cross_section_annular_sector.py │ ├── cross_section_circle.py │ ├── cross_section_cornered.py │ ├── cross_section_hexagon.py │ ├── cross_section_rectangle.py │ ├── cross_section_triangle.py │ ├── cross_section_tube.py │ └── steel │ │ ├── __init__.py │ │ ├── steel_cross_sections │ │ ├── __init__.py │ │ ├── _steel_cross_section.py │ │ ├── chs_profile.py │ │ ├── i_profile.py │ │ ├── lnp_profile.py │ │ ├── plotters │ │ │ ├── __init__.py │ │ │ └── general_steel_plotter.py │ │ ├── rhs_profile.py │ │ ├── standard_profiles │ │ │ ├── __init__.py │ │ │ ├── az.py │ │ │ ├── chs.py │ │ │ ├── hea.py │ │ │ ├── heb.py │ │ │ ├── hem.py │ │ │ ├── ipe.py │ │ │ ├── lnp.py │ │ │ ├── rhs.py │ │ │ ├── rhscf.py │ │ │ ├── shs.py │ │ │ ├── shscf.py │ │ │ ├── strip.py │ │ │ ├── unp.py │ │ │ └── usections.py │ │ └── strip_profile.py │ │ └── steel_element.py ├── tree_structure.md ├── type_alias.py ├── unit_conversion.py ├── utils │ ├── __init__.py │ └── abc_enum_meta.py └── validations.py ├── docs ├── .nav.yml ├── _overrides │ ├── assets │ │ ├── images │ │ │ ├── blueprints_banner.png │ │ │ ├── favicon.ico │ │ │ ├── logo-dark-mode.png │ │ │ ├── logo-light-mode.png │ │ │ └── logo.ico │ │ ├── javascripts │ │ │ ├── katex.js │ │ │ ├── notebook_examples.js │ │ │ └── readthedocs.js │ │ └── stylesheets │ │ │ ├── extra.css │ │ │ └── readthedocs.css │ └── main.html ├── _scripts │ ├── __init__.py │ ├── generate_index.py │ ├── generate_notebook_code.py │ └── generate_reference_pages.py ├── getting_started │ ├── changelog.md │ ├── installation.md │ ├── quick_start.md │ └── roadmap.md └── guides │ ├── concepts │ ├── codes │ │ ├── cur │ │ │ ├── cur_228 │ │ │ │ └── formulas.md │ │ │ └── index.md │ │ ├── eurocode │ │ │ ├── en_1992_1_1_2004 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ ├── en_1992_2_2005 │ │ │ │ ├── figures.md │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ ├── en_1993_1_1_2005 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ ├── en_1993_1_8_2005 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ ├── en_1993_1_9_2005 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ ├── en_1993_5_2007 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ ├── en_1995_1_1_2023 │ │ │ │ └── formulas.md │ │ │ ├── index.md │ │ │ ├── nen_9997_1_c2_2017 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ │ └── nen_en_1992_1_1_2020 │ │ │ │ ├── formulas.md │ │ │ │ └── tables.md │ │ └── index.md │ ├── formulas.md │ ├── index.md │ └── library_organization.md │ ├── contribute │ ├── cli.md │ └── index.md │ ├── examples │ ├── _code │ │ ├── __init__.py │ │ └── circular_reinforced_cross_section.py │ ├── _images │ │ ├── chs_profiles.png │ │ ├── i_profiles.png │ │ ├── lnp_profiles.png │ │ ├── rhs_profiles.png │ │ └── strip_profiles.png │ ├── index.md │ ├── other_examples │ │ ├── index.md │ │ └── nominal_concrete_cover.ipynb │ ├── reinforced_concrete_sections │ │ ├── circular_custom_reinforced_concrete_cross_section.ipynb │ │ ├── circular_reinforced_concrete_cross_section.ipynb │ │ ├── index.md │ │ ├── rectangular_custom_reinforced_concrete_cross_section.ipynb │ │ └── rectangular_reinforced_concrete_cross_section.ipynb │ └── steel_profile_shapes │ │ ├── index.md │ │ ├── steel_chs_profile.ipynb │ │ ├── steel_i_profile.ipynb │ │ ├── steel_lnp_profile.ipynb │ │ ├── steel_rhs_profile.ipynb │ │ └── steel_strip_profile.ipynb │ └── index.md ├── mkdocs.yml ├── pyproject.toml ├── tests ├── __init__.py ├── checks │ ├── __init__.py │ └── nominal_concrete_cover │ │ ├── __init__.py │ │ └── test_nominal_concrete_cover.py ├── codes │ ├── __init__.py │ ├── cur │ │ ├── __init__.py │ │ └── cur_228 │ │ │ ├── __init__.py │ │ │ ├── test_formula_2_21.py │ │ │ └── test_formula_2_22.py │ ├── eurocode │ │ ├── __init__.py │ │ ├── en_1992_1_1_2004 │ │ │ ├── __init__.py │ │ │ ├── chapter_10_precast_concrete_elements_and_structures │ │ │ │ └── __init__.py │ │ │ ├── chapter_11_lightweight_aggregate_concrete_structures │ │ │ │ └── __init__.py │ │ │ ├── chapter_12_plain_and_lightly_reinforced_concrete_structures │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_12_1.py │ │ │ │ ├── test_formula_12_2.py │ │ │ │ ├── test_formula_12_3.py │ │ │ │ ├── test_formula_12_4.py │ │ │ │ └── test_formula_12_5_6.py │ │ │ ├── chapter_3_materials │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_3_1.py │ │ │ │ ├── test_formula_3_10.py │ │ │ │ ├── test_formula_3_11.py │ │ │ │ ├── test_formula_3_12.py │ │ │ │ ├── test_formula_3_13.py │ │ │ │ ├── test_formula_3_14.py │ │ │ │ ├── test_formula_3_15.py │ │ │ │ ├── test_formula_3_16.py │ │ │ │ ├── test_formula_3_17.py │ │ │ │ ├── test_formula_3_18.py │ │ │ │ ├── test_formula_3_19_and_20.py │ │ │ │ ├── test_formula_3_2.py │ │ │ │ ├── test_formula_3_21_and_22.py │ │ │ │ ├── test_formula_3_23.py │ │ │ │ ├── test_formula_3_24_25.py │ │ │ │ ├── test_formula_3_26.py │ │ │ │ ├── test_formula_3_27.py │ │ │ │ ├── test_formula_3_28.py │ │ │ │ ├── test_formula_3_28_29_30.py │ │ │ │ ├── test_formula_3_29.py │ │ │ │ ├── test_formula_3_3.py │ │ │ │ ├── test_formula_3_30.py │ │ │ │ ├── test_formula_3_4.py │ │ │ │ ├── test_formula_3_5.py │ │ │ │ ├── test_formula_3_6.py │ │ │ │ ├── test_formula_3_7.py │ │ │ │ ├── test_formula_3_8.py │ │ │ │ ├── test_formula_3_9.py │ │ │ │ ├── test_sub_formula_3_10.py │ │ │ │ ├── test_sub_formula_3_14_1.py │ │ │ │ ├── test_sub_formula_3_14_2.py │ │ │ │ ├── test_sub_formula_3_2.py │ │ │ │ └── test_sub_formula_3_4.py │ │ │ ├── chapter_4_durability_and_cover │ │ │ │ ├── __init__.py │ │ │ │ ├── _base_classes │ │ │ │ │ ├── __init__.py │ │ │ │ │ ├── test_exposure_classes.py │ │ │ │ │ ├── test_nominal_cover_constants.py │ │ │ │ │ └── test_structural_class.py │ │ │ │ ├── test_constants.py │ │ │ │ ├── test_formula_4_1.py │ │ │ │ ├── test_formula_4_2.py │ │ │ │ ├── test_formula_4_3n.py │ │ │ │ ├── test_formula_4_4n.py │ │ │ │ ├── test_table_4_1.py │ │ │ │ ├── test_table_4_2.py │ │ │ │ ├── test_table_4_3.py │ │ │ │ ├── test_table_4_4n.py │ │ │ │ └── test_table_4_5n.py │ │ │ ├── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_5_1.py │ │ │ │ ├── test_formula_5_10a.py │ │ │ │ ├── test_formula_5_10b.py │ │ │ │ ├── test_formula_5_11n.py │ │ │ │ ├── test_formula_5_12n.py │ │ │ │ ├── test_formula_5_13n.py │ │ │ │ ├── test_formula_5_14.py │ │ │ │ ├── test_formula_5_15.py │ │ │ │ ├── test_formula_5_16.py │ │ │ │ ├── test_formula_5_17.py │ │ │ │ ├── test_formula_5_18.py │ │ │ │ ├── test_formula_5_19.py │ │ │ │ ├── test_formula_5_2.py │ │ │ │ ├── test_formula_5_20.py │ │ │ │ ├── test_formula_5_21.py │ │ │ │ ├── test_formula_5_22.py │ │ │ │ ├── test_formula_5_23.py │ │ │ │ ├── test_formula_5_24.py │ │ │ │ ├── test_formula_5_25.py │ │ │ │ ├── test_formula_5_26.py │ │ │ │ ├── test_formula_5_27.py │ │ │ │ ├── test_formula_5_28.py │ │ │ │ ├── test_formula_5_29.py │ │ │ │ ├── test_formula_5_30.py │ │ │ │ ├── test_formula_5_31.py │ │ │ │ ├── test_formula_5_32.py │ │ │ │ ├── test_formula_5_33.py │ │ │ │ ├── test_formula_5_34.py │ │ │ │ ├── test_formula_5_35.py │ │ │ │ ├── test_formula_5_36.py │ │ │ │ ├── test_formula_5_37.py │ │ │ │ ├── test_formula_5_38a.py │ │ │ │ ├── test_formula_5_38b.py │ │ │ │ ├── test_formula_5_39.py │ │ │ │ ├── test_formula_5_3a.py │ │ │ │ ├── test_formula_5_3b.py │ │ │ │ ├── test_formula_5_4.py │ │ │ │ ├── test_formula_5_40a.py │ │ │ │ ├── test_formula_5_40b.py │ │ │ │ ├── test_formula_5_41.py │ │ │ │ ├── test_formula_5_42.py │ │ │ │ ├── test_formula_5_43.py │ │ │ │ ├── test_formula_5_44.py │ │ │ │ ├── test_formula_5_45.py │ │ │ │ ├── test_formula_5_46.py │ │ │ │ ├── test_formula_5_47.py │ │ │ │ ├── test_formula_5_48.py │ │ │ │ ├── test_formula_5_5.py │ │ │ │ ├── test_formula_5_6.py │ │ │ │ ├── test_formula_5_7.py │ │ │ │ ├── test_formula_5_7ab.py │ │ │ │ ├── test_formula_5_8.py │ │ │ │ ├── test_formula_5_9.py │ │ │ │ └── test_sub_formula_5_1.py │ │ │ ├── chapter_6_ultimate_limit_state │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_6_1.py │ │ │ │ ├── test_formula_6_10abn.py │ │ │ │ ├── test_formula_6_11abcn.py │ │ │ │ ├── test_formula_6_12.py │ │ │ │ ├── test_formula_6_13.py │ │ │ │ ├── test_formula_6_14.py │ │ │ │ ├── test_formula_6_15.py │ │ │ │ ├── test_formula_6_16.py │ │ │ │ ├── test_formula_6_17.py │ │ │ │ ├── test_formula_6_18.py │ │ │ │ ├── test_formula_6_19.py │ │ │ │ ├── test_formula_6_2.py │ │ │ │ ├── test_formula_6_20.py │ │ │ │ ├── test_formula_6_21.py │ │ │ │ ├── test_formula_6_22.py │ │ │ │ ├── test_formula_6_23.py │ │ │ │ ├── test_formula_6_24.py │ │ │ │ ├── test_formula_6_25.py │ │ │ │ ├── test_formula_6_26.py │ │ │ │ ├── test_formula_6_27.py │ │ │ │ ├── test_formula_6_28.py │ │ │ │ ├── test_formula_6_29.py │ │ │ │ ├── test_formula_6_30.py │ │ │ │ ├── test_formula_6_31.py │ │ │ │ ├── test_formula_6_32.py │ │ │ │ ├── test_formula_6_33.py │ │ │ │ ├── test_formula_6_34_35.py │ │ │ │ ├── test_formula_6_36.py │ │ │ │ ├── test_formula_6_37.py │ │ │ │ ├── test_formula_6_38.py │ │ │ │ ├── test_formula_6_39.py │ │ │ │ ├── test_formula_6_3n.py │ │ │ │ ├── test_formula_6_4.py │ │ │ │ ├── test_formula_6_41.py │ │ │ │ ├── test_formula_6_42.py │ │ │ │ ├── test_formula_6_43.py │ │ │ │ ├── test_formula_6_44.py │ │ │ │ ├── test_formula_6_45.py │ │ │ │ ├── test_formula_6_46.py │ │ │ │ ├── test_formula_6_47.py │ │ │ │ ├── test_formula_6_47_subs.py │ │ │ │ ├── test_formula_6_48.py │ │ │ │ ├── test_formula_6_49.py │ │ │ │ ├── test_formula_6_5.py │ │ │ │ ├── test_formula_6_50.py │ │ │ │ ├── test_formula_6_51.py │ │ │ │ ├── test_formula_6_52.py │ │ │ │ ├── test_formula_6_53.py │ │ │ │ ├── test_formula_6_54.py │ │ │ │ ├── test_formula_6_55.py │ │ │ │ ├── test_formula_6_56.py │ │ │ │ ├── test_formula_6_57n.py │ │ │ │ ├── test_formula_6_58_59.py │ │ │ │ ├── test_formula_6_60.py │ │ │ │ ├── test_formula_6_61.py │ │ │ │ ├── test_formula_6_62.py │ │ │ │ ├── test_formula_6_63.py │ │ │ │ ├── test_formula_6_64.py │ │ │ │ ├── test_formula_6_65.py │ │ │ │ ├── test_formula_6_6n.py │ │ │ │ ├── test_formula_6_70.py │ │ │ │ ├── test_formula_6_71.py │ │ │ │ ├── test_formula_6_72.py │ │ │ │ ├── test_formula_6_73.py │ │ │ │ ├── test_formula_6_74.py │ │ │ │ ├── test_formula_6_75.py │ │ │ │ ├── test_formula_6_76.py │ │ │ │ ├── test_formula_6_77.py │ │ │ │ ├── test_formula_6_78_79.py │ │ │ │ ├── test_formula_6_7n.py │ │ │ │ ├── test_formula_6_8.py │ │ │ │ └── test_formula_6_9.py │ │ │ ├── chapter_7_serviceability_limit_state │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_7_1.py │ │ │ │ ├── test_formula_7_10.py │ │ │ │ ├── test_formula_7_11.py │ │ │ │ ├── test_formula_7_12.py │ │ │ │ ├── test_formula_7_13.py │ │ │ │ ├── test_formula_7_14.py │ │ │ │ ├── test_formula_7_15.py │ │ │ │ ├── test_formula_7_16_ab.py │ │ │ │ ├── test_formula_7_17.py │ │ │ │ ├── test_formula_7_18.py │ │ │ │ ├── test_formula_7_19.py │ │ │ │ ├── test_formula_7_2.py │ │ │ │ ├── test_formula_7_20.py │ │ │ │ ├── test_formula_7_21.py │ │ │ │ ├── test_formula_7_3.py │ │ │ │ ├── test_formula_7_4.py │ │ │ │ ├── test_formula_7_5.py │ │ │ │ ├── test_formula_7_6n.py │ │ │ │ ├── test_formula_7_7n.py │ │ │ │ ├── test_formula_7_8.py │ │ │ │ └── test_formula_7_9.py │ │ │ ├── chapter_8_detailing_of_reinforcement_and_prestressing_tendons │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_8_1.py │ │ │ │ ├── test_formula_8_10.py │ │ │ │ ├── test_formula_8_11.py │ │ │ │ ├── test_formula_8_12.py │ │ │ │ ├── test_formula_8_13.py │ │ │ │ ├── test_formula_8_14.py │ │ │ │ ├── test_formula_8_15.py │ │ │ │ ├── test_formula_8_16.py │ │ │ │ ├── test_formula_8_17.py │ │ │ │ ├── test_formula_8_18.py │ │ │ │ ├── test_formula_8_19.py │ │ │ │ ├── test_formula_8_2.py │ │ │ │ ├── test_formula_8_20.py │ │ │ │ ├── test_formula_8_21.py │ │ │ │ ├── test_formula_8_3.py │ │ │ │ ├── test_formula_8_4.py │ │ │ │ ├── test_formula_8_5.py │ │ │ │ ├── test_formula_8_6.py │ │ │ │ ├── test_formula_8_7.py │ │ │ │ ├── test_formula_8_8n.py │ │ │ │ ├── test_formula_8_9.py │ │ │ │ ├── test_sub_formula_8_10_1.py │ │ │ │ ├── test_sub_formula_8_15_1.py │ │ │ │ ├── test_sub_formula_8_15_2.py │ │ │ │ ├── test_sub_formula_8_16_1.py │ │ │ │ ├── test_sub_formula_8_16_2.py │ │ │ │ ├── test_sub_formula_8_2_1.py │ │ │ │ ├── test_sub_formula_8_2_2.py │ │ │ │ ├── test_sub_formula_8_8n_1.py │ │ │ │ ├── test_sub_formula_8_8n_2.py │ │ │ │ ├── test_sub_formula_8_8n_3.py │ │ │ │ └── test_sub_formula_8_8n_4.py │ │ │ └── chapter_9_detailling_and_specific_rules │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_9_10.py │ │ │ │ ├── test_formula_9_11.py │ │ │ │ ├── test_formula_9_12n.py │ │ │ │ ├── test_formula_9_13.py │ │ │ │ ├── test_formula_9_14.py │ │ │ │ ├── test_formula_9_16.py │ │ │ │ ├── test_formula_9_1n.py │ │ │ │ ├── test_formula_9_2.py │ │ │ │ ├── test_formula_9_3.py │ │ │ │ ├── test_formula_9_4.py │ │ │ │ ├── test_formula_9_5n.py │ │ │ │ ├── test_formula_9_6n.py │ │ │ │ ├── test_formula_9_7n.py │ │ │ │ ├── test_formula_9_8n.py │ │ │ │ └── test_formula_9_9.py │ │ ├── en_1992_2_2005 │ │ │ ├── __init__.py │ │ │ └── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ └── test_formula_5_101.py │ │ ├── en_1993_1_1_2005 │ │ │ ├── __init__.py │ │ │ ├── chapter_2_basic_of_design │ │ │ │ ├── __init__.py │ │ │ │ └── test_formula_2_2.py │ │ │ ├── chapter_3_materials │ │ │ │ ├── __init__.py │ │ │ │ └── test_table_3_1.py │ │ │ ├── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_5_1.py │ │ │ │ ├── test_formula_5_7.py │ │ │ │ └── test_formula_5_8.py │ │ │ └── chapter_6_ultimate_limit_state │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_6_1.py │ │ │ │ ├── test_formula_6_10.py │ │ │ │ ├── test_formula_6_11.py │ │ │ │ ├── test_formula_6_12.py │ │ │ │ ├── test_formula_6_13.py │ │ │ │ ├── test_formula_6_14.py │ │ │ │ ├── test_formula_6_15.py │ │ │ │ ├── test_formula_6_16.py │ │ │ │ ├── test_formula_6_17.py │ │ │ │ ├── test_formula_6_18.py │ │ │ │ ├── test_formula_6_18_sub_av.py │ │ │ │ ├── test_formula_6_19.py │ │ │ │ ├── test_formula_6_2.py │ │ │ │ ├── test_formula_6_20.py │ │ │ │ ├── test_formula_6_21.py │ │ │ │ ├── test_formula_6_22.py │ │ │ │ ├── test_formula_6_23.py │ │ │ │ ├── test_formula_6_24.py │ │ │ │ ├── test_formula_6_25.py │ │ │ │ ├── test_formula_6_26.py │ │ │ │ ├── test_formula_6_27.py │ │ │ │ ├── test_formula_6_28.py │ │ │ │ ├── test_formula_6_29.py │ │ │ │ ├── test_formula_6_29rho.py │ │ │ │ ├── test_formula_6_3.py │ │ │ │ ├── test_formula_6_30.py │ │ │ │ ├── test_formula_6_31.py │ │ │ │ ├── test_formula_6_32.py │ │ │ │ ├── test_formula_6_33.py │ │ │ │ ├── test_formula_6_34.py │ │ │ │ ├── test_formula_6_35.py │ │ │ │ ├── test_formula_6_36.py │ │ │ │ ├── test_formula_6_37_38.py │ │ │ │ ├── test_formula_6_39.py │ │ │ │ ├── test_formula_6_39aw.py │ │ │ │ ├── test_formula_6_4.py │ │ │ │ ├── test_formula_6_40.py │ │ │ │ ├── test_formula_6_40af.py │ │ │ │ ├── test_formula_6_41.py │ │ │ │ ├── test_formula_6_5.py │ │ │ │ ├── test_formula_6_6.py │ │ │ │ ├── test_formula_6_7.py │ │ │ │ ├── test_formula_6_8.py │ │ │ │ └── test_formula_6_9.py │ │ ├── en_1993_1_8_2005 │ │ │ ├── __init__.py │ │ │ └── chapter_4_welded_connections │ │ │ │ ├── __init__.py │ │ │ │ └── test_formula_4_2.py │ │ ├── en_1993_1_9_2005 │ │ │ ├── __init__.py │ │ │ └── annex_a_determination_of_fatigue_load_parameters_and_verification_formats │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_a_1.py │ │ │ │ └── test_formula_a_2.py │ │ ├── en_1993_5_2007 │ │ │ ├── __init__.py │ │ │ └── chapter_5_ultimate_limit_states │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_5_10.py │ │ │ │ ├── test_formula_5_12.py │ │ │ │ ├── test_formula_5_13.py │ │ │ │ ├── test_formula_5_16.py │ │ │ │ ├── test_formula_5_17.py │ │ │ │ ├── test_formula_5_18.py │ │ │ │ ├── test_formula_5_19.py │ │ │ │ ├── test_formula_5_2.py │ │ │ │ ├── test_formula_5_20.py │ │ │ │ ├── test_formula_5_21.py │ │ │ │ ├── test_formula_5_22.py │ │ │ │ ├── test_formula_5_3.py │ │ │ │ ├── test_formula_5_5.py │ │ │ │ ├── test_formula_5_6.py │ │ │ │ ├── test_formula_5_7.py │ │ │ │ ├── test_formula_5_8.py │ │ │ │ └── test_formula_5_9.py │ │ ├── en_1995_1_1_2004 │ │ │ ├── __init__.py │ │ │ └── chapter_7_serviceability_limit_states │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_7_3.py │ │ │ │ ├── test_formula_7_4.py │ │ │ │ ├── test_formula_7_5.py │ │ │ │ ├── test_formula_7_6.py │ │ │ │ └── test_formula_7_7.py │ │ ├── national_annex │ │ │ ├── __init__.py │ │ │ └── nl │ │ │ │ ├── __init__.py │ │ │ │ └── nen_en_1993_1_1_2006 │ │ │ │ ├── __init__.py │ │ │ │ └── chapter_5_structural_analysis │ │ │ │ ├── __init__.py │ │ │ │ └── test_formula_5_1.py │ │ ├── nen_9997_1_c2_2017 │ │ │ ├── __init__.py │ │ │ ├── chapter_1_general_rules │ │ │ │ ├── __init__.py │ │ │ │ └── test_formula_1_0_1.py │ │ │ └── chapter_2_basic_of_geotechnical_design │ │ │ │ ├── __init__.py │ │ │ │ ├── test_formula_2_1_a.py │ │ │ │ ├── test_formula_2_1_b.py │ │ │ │ ├── test_formula_2_2.py │ │ │ │ └── test_formula_2_4.py │ │ ├── nen_en_1992_1_1_a1_2020 │ │ │ ├── __init__.py │ │ │ ├── chapter_4_durability_and_cover │ │ │ │ ├── __init__.py │ │ │ │ ├── test_constants.py │ │ │ │ ├── test_formula_4_1.py │ │ │ │ ├── test_formula_4_2.py │ │ │ │ ├── test_table_4_1.py │ │ │ │ ├── test_table_4_2.py │ │ │ │ ├── test_table_4_3.py │ │ │ │ ├── test_table_4_4n.py │ │ │ │ └── test_table_4_5n.py │ │ │ └── chapter_8_detailing_of_reinforcement_and_prestressing_tendons │ │ │ │ ├── __init__.py │ │ │ │ └── test_formula_8_14.py │ │ └── nen_en_1995_1_1_2023 │ │ │ ├── __init__.py │ │ │ └── appendix_e │ │ │ ├── __init__.py │ │ │ ├── test_formula_e_1.py │ │ │ ├── test_formula_e_10.py │ │ │ ├── test_formula_e_2.py │ │ │ ├── test_formula_e_3.py │ │ │ ├── test_formula_e_4.py │ │ │ ├── test_formula_e_5.py │ │ │ ├── test_formula_e_6.py │ │ │ ├── test_formula_e_7.py │ │ │ ├── test_formula_e_8.py │ │ │ └── test_formula_e_9.py │ ├── latex_formula │ │ ├── __init__.py │ │ └── test_latext_replace_symbols.py │ ├── test_formula.py │ └── test_latex_formula.py ├── geometry │ ├── __init__.py │ ├── test_line.py │ └── test_operations.py ├── materials │ ├── __init__.py │ ├── conftest.py │ ├── test_concrete.py │ ├── test_reinforcement_steel.py │ ├── test_soil.py │ └── test_steel.py ├── structural_sections │ ├── __init__.py │ ├── concrete │ │ ├── __init__.py │ │ ├── reinforced_concrete_sections │ │ │ ├── __init__.py │ │ │ ├── conftest.py │ │ │ ├── test_circular.py │ │ │ ├── test_rectangular.py │ │ │ └── test_reinforcement_configurations.py │ │ ├── test_covers.py │ │ ├── test_rebar.py │ │ └── test_stirrups.py │ ├── conftest.py │ ├── steel │ │ ├── __init__.py │ │ ├── conftest.py │ │ ├── steel_cross_sections │ │ │ ├── __init__.py │ │ │ ├── conftest.py │ │ │ ├── plotters │ │ │ │ └── __init__.py │ │ │ ├── standard_profiles │ │ │ │ ├── __init__.py │ │ │ │ ├── test_az.py │ │ │ │ ├── test_chs.py │ │ │ │ ├── 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