├── .gitignore ├── LICENSE ├── README.md ├── analysis ├── curved_arch_dynamic_snap_through.py └── curved_arch_dynamic_snap_through_ref_data.json ├── dxf_import ├── 2nd_floor_ramp_area.dxf ├── OX_RESIDENCES.dxf ├── display_blocks.py ├── dwg │ ├── dxf_model.dwg │ └── dxf_model_rev01.dwg ├── dxf_drawings │ ├── CTR-1st_Phase-Structure_S213-THIRD_FLOOR_FRAMING_PLAN.dwg.dxf │ ├── CTR-1st_Phase-Structure_S213-THIRD_FLOOR_FRAMING_PLAN.dxf │ ├── CTR-1st_Phase-Structure_S213-THIRD_FLOOR_FRAMING_PLAN.pdf │ └── CTR-1st_Phase-Structure_S213-THIRD_FLOOR_FRAMING_PLAN.svg ├── dxf_model_rev01.dxf ├── import_from_dxf.py ├── old │ ├── dxf_model.bak │ ├── dxf_model.dwg.dxf │ ├── dxf_model.dxf │ ├── dxf_model_rev01.bak │ ├── dxf_model_rev01.dwg.bak │ ├── dxf_model_rev01.dwg.dxf │ ├── pp.bak │ ├── test.bak │ ├── test2.bak │ └── test2.dwg ├── ramp.dxf ├── test.dxf ├── xc_model.py └── xc_model_blocks.py ├── geotechnics ├── BNWF_Model.py ├── cohesive_soil_earth_pressure.py ├── cut-off_wall_excavation │ ├── Excavation.tcl │ ├── excavation.py │ ├── references.md │ ├── tcl2py.py │ └── xc_excavation.py ├── pile_foundation.py ├── pile_wall_analysis.md └── slope_stability_analysis │ ├── griffiths_and_lane_example_01.png │ ├── griffiths_and_lane_example_01.py │ ├── slope_stability_analysis_example_01.py │ └── slope_stability_analysis_example_reference_data.ods ├── large_deformation_cantilever_beam.py ├── load_combinations ├── load_combs_acc.py ├── load_combs_els_freq.py ├── load_combs_els_qp.py ├── load_combs_elu.py └── sia_pont_ferroviaire.py ├── overall_3Dmodel ├── LC_graph.yaml ├── calc_report │ ├── report_RCsections.tex │ ├── report_crackingSLS_freq.tex │ ├── report_crackingSLS_qperm.tex │ ├── report_displacements.tex │ ├── report_intForc.tex │ ├── report_loads.tex │ ├── report_normStrsULS.tex │ ├── report_shearULS.tex │ └── results │ │ ├── graphics │ │ ├── crackingSLS_freq │ │ │ ├── columnZconcrCF.jpg │ │ │ ├── columnZconcrMy.jpg │ │ │ ├── columnZconcrMz.jpg │ │ │ ├── columnZconcrN.jpg │ │ │ ├── columnZconcrs_rmax.jpg │ │ │ ├── columnZconcrsigma_c.jpg │ │ │ ├── columnZconcrsigma_s.jpg │ │ │ ├── columnZconcrwk.jpg │ │ │ ├── wallCFSect1.jpg │ │ │ ├── wallCFSect2.jpg │ │ │ ├── wallMySect1.jpg │ │ │ ├── wallMySect2.jpg │ │ │ ├── wallMzSect1.jpg │ │ │ ├── wallMzSect2.jpg │ │ │ ├── wallNSect1.jpg │ │ │ ├── wallNSect2.jpg │ │ │ ├── wallgetCFSect1.jpg │ │ │ ├── wallgetCFSect2.jpg │ │ │ ├── walls_rmaxSect1.jpg │ │ │ ├── walls_rmaxSect2.jpg │ │ │ ├── wallsigma_cSect1.jpg │ │ │ ├── wallsigma_cSect2.jpg │ │ │ ├── wallsigma_sSect1.jpg │ │ │ ├── wallsigma_sSect2.jpg │ │ │ ├── wallwkSect1.jpg │ │ │ └── wallwkSect2.jpg │ │ ├── crackingSLS_qperm │ │ │ ├── columnZconcrCF.jpg │ │ │ ├── columnZconcrMy.jpg │ │ │ ├── columnZconcrMz.jpg │ │ │ ├── columnZconcrN.jpg │ │ │ ├── columnZconcrs_rmax.jpg │ │ │ ├── columnZconcrsigma_c.jpg │ │ │ ├── columnZconcrsigma_s.jpg │ │ │ ├── columnZconcrwk.jpg │ │ │ ├── wallCFSect1.jpg │ │ │ ├── wallCFSect2.jpg │ │ │ ├── wallMySect1.jpg │ │ │ ├── wallMySect2.jpg │ │ │ ├── wallMzSect1.jpg │ │ │ ├── wallMzSect2.jpg │ │ │ ├── wallNSect1.jpg │ │ │ ├── wallNSect2.jpg │ │ │ ├── walls_rmaxSect1.jpg │ │ │ ├── walls_rmaxSect2.jpg │ │ │ ├── wallsigma_cSect1.jpg │ │ │ ├── wallsigma_cSect2.jpg │ │ │ ├── wallsigma_sSect1.jpg │ │ │ ├── wallsigma_sSect2.jpg │ │ │ ├── wallwkSect1.jpg │ │ │ └── wallwkSect2.jpg │ │ ├── loads │ │ │ ├── GselfWeightoverallSet.png │ │ │ ├── LS1overallSet.png │ │ │ ├── LS2overallSet.png │ │ │ ├── QdecksoverallSet.png │ │ │ ├── QearthPWallHrzLoverallSet.png │ │ │ ├── QearthPWallLinLoverallSet.png │ │ │ ├── QearthPWallStrLoverallSet.png │ │ │ ├── QearthPressWalloverallSet.png │ │ │ ├── QpntBeamsoverallSet.png │ │ │ ├── QvehicleDeck1overallSet.png │ │ │ ├── QwheelDeck1overallSet.png │ │ │ ├── qlinDeckoverallSet.png │ │ │ └── qunifBeamsoverallSet.png │ │ ├── normStrsULS │ │ │ ├── columnZconcrCF.jpg │ │ │ ├── columnZconcrMy.jpg │ │ │ ├── columnZconcrMz.jpg │ │ │ ├── columnZconcrN.jpg │ │ │ ├── wallCFSect1.jpg │ │ │ ├── wallCFSect2.jpg │ │ │ ├── wallMySect1.jpg │ │ │ ├── wallMySect2.jpg │ │ │ ├── wallNSect1.jpg │ │ │ └── wallNSect2.jpg │ │ ├── resSimplLC │ │ │ ├── GselfWeightcolumnZconcrMz.png │ │ │ ├── GselfWeightcolumnZconcrVy.png │ │ │ ├── GselfWeightuX.png │ │ │ ├── GselfWeightuY.png │ │ │ ├── GselfWeightuZ.png │ │ │ ├── LS1columnZconcrMz.png │ │ │ ├── LS1columnZconcrVy.png │ │ │ ├── LS1uX.png │ │ │ ├── LS1uY.png │ │ │ ├── LS1uZ.png │ │ │ ├── LS2columnZconcrMz.png │ │ │ ├── LS2columnZconcrVy.png │ │ │ ├── LS2uX.png │ │ │ ├── LS2uY.png │ │ │ ├── LS2uZ.png │ │ │ ├── QdeckscolumnZconcrMz.png │ │ │ ├── QdeckscolumnZconcrVy.png │ │ │ ├── QdecksuX.png │ │ │ ├── QdecksuY.png │ │ │ ├── QdecksuZ.png │ │ │ ├── QearthPWallHrzLcolumnZconcrMz.png │ │ │ ├── QearthPWallHrzLcolumnZconcrVy.png │ │ │ ├── QearthPWallHrzLuX.png │ │ │ ├── QearthPWallHrzLuY.png │ │ │ ├── QearthPWallHrzLuZ.png │ │ │ ├── QearthPWallLinLcolumnZconcrMz.png │ │ │ ├── QearthPWallLinLcolumnZconcrVy.png │ │ │ ├── QearthPWallLinLuX.png │ │ │ ├── QearthPWallLinLuY.png │ │ │ ├── QearthPWallLinLuZ.png │ │ │ ├── QearthPWallStrLcolumnZconcrMz.png │ │ │ ├── QearthPWallStrLcolumnZconcrVy.png │ │ │ ├── QearthPWallStrLuX.png │ │ │ ├── QearthPWallStrLuY.png │ │ │ ├── QearthPWallStrLuZ.png │ │ │ ├── QearthPressWallcolumnZconcrMz.png │ │ │ ├── QearthPressWallcolumnZconcrVy.png │ │ │ ├── QearthPressWalluX.png │ │ │ ├── QearthPressWalluY.png │ │ │ ├── QearthPressWalluZ.png │ │ │ ├── QpntBeamscolumnZconcrMz.png │ │ │ ├── QpntBeamscolumnZconcrVy.png │ │ │ ├── QpntBeamsuX.png │ │ │ ├── QpntBeamsuY.png │ │ │ ├── QpntBeamsuZ.png │ │ │ ├── QvehicleDeck1columnZconcrMz.png │ │ │ ├── QvehicleDeck1columnZconcrVy.png │ │ │ ├── QvehicleDeck1uX.png │ │ │ ├── QvehicleDeck1uY.png │ │ │ ├── QvehicleDeck1uZ.png │ │ │ ├── QwheelDeck1columnZconcrMz.png │ │ │ ├── QwheelDeck1columnZconcrVy.png │ │ │ ├── QwheelDeck1uX.png │ │ │ ├── QwheelDeck1uY.png │ │ │ ├── QwheelDeck1uZ.png │ │ │ ├── qlinDeckcolumnZconcrMz.png │ │ │ ├── qlinDeckcolumnZconcrVy.png │ │ │ ├── qlinDeckuX.png │ │ │ ├── qlinDeckuY.png │ │ │ ├── qlinDeckuZ.png │ │ │ ├── qunifBeamscolumnZconcrMz.png │ │ │ ├── qunifBeamscolumnZconcrVy.png │ │ │ ├── qunifBeamsuX.png │ │ │ ├── qunifBeamsuY.png │ │ │ └── qunifBeamsuZ.png │ │ ├── sections │ │ │ ├── B500S_design_stress_strain_diagram.eps │ │ │ ├── B500S_design_stress_strain_diagram.png │ │ │ ├── HA30_design_stress_strain_diagram.png │ │ │ ├── beamXRCsect1.dxf │ │ │ ├── beamXRCsect1.eps │ │ │ ├── beamXRCsect1.png │ │ │ ├── beamXRCsect1NMy.jpeg │ │ │ ├── beamXRCsect1NMz.jpeg │ │ │ ├── beamXRCsect2.dxf │ │ │ ├── beamXRCsect2.eps │ │ │ ├── beamXRCsect2.png │ │ │ ├── beamXRCsect2NMy.jpeg │ │ │ ├── beamXRCsect2NMz.jpeg │ │ │ ├── beamYRCsect1.dxf │ │ │ ├── beamYRCsect1.eps │ │ │ ├── beamYRCsect1.png │ │ │ ├── beamYRCsect1NMy.jpeg │ │ │ ├── beamYRCsect1NMz.jpeg │ │ │ ├── beamYRCsect2.dxf │ │ │ ├── beamYRCsect2.eps │ │ │ ├── beamYRCsect2.png │ │ │ ├── beamYRCsect2NMy.jpeg │ │ │ ├── beamYRCsect2NMz.jpeg │ │ │ ├── columnZconcrSect1.dxf │ │ │ ├── columnZconcrSect1.eps │ │ │ ├── columnZconcrSect1.png │ │ │ ├── columnZconcrSect1NMy.jpeg │ │ │ ├── columnZconcrSect1NMz.jpeg │ │ │ ├── columnZconcrSect2.dxf │ │ │ ├── columnZconcrSect2.eps │ │ │ ├── columnZconcrSect2.png │ │ │ ├── columnZconcrSect2NMy.jpeg │ │ │ ├── columnZconcrSect2NMz.jpeg │ │ │ ├── deckRCsects1.dxf │ │ │ ├── deckRCsects1.eps │ │ │ ├── deckRCsects1.png │ │ │ ├── deckRCsects1NMy.jpeg │ │ │ ├── deckRCsects1NMz.jpeg │ │ │ ├── deckRCsects2.dxf │ │ │ ├── deckRCsects2.eps │ │ │ ├── deckRCsects2.png │ │ │ ├── deckRCsects2NMy.jpeg │ │ │ ├── deckRCsects2NMz.jpeg │ │ │ ├── footRCsects1.dxf │ │ │ ├── footRCsects1.eps │ │ │ ├── footRCsects1.png │ │ │ ├── footRCsects1NMy.jpeg │ │ │ ├── footRCsects1NMz.jpeg │ │ │ ├── footRCsects2.dxf │ │ │ ├── footRCsects2.eps │ │ │ ├── footRCsects2.png │ │ │ ├── footRCsects2NMy.jpeg │ │ │ ├── footRCsects2NMz.jpeg │ │ │ ├── wallRCsects1.dxf │ │ │ ├── wallRCsects1.eps │ │ │ ├── wallRCsects1.png │ │ │ ├── wallRCsects1NMy.jpeg │ │ │ ├── wallRCsects1NMz.jpeg │ │ │ ├── wallRCsects2.dxf │ │ │ ├── wallRCsects2.eps │ │ │ ├── wallRCsects2.png │ │ │ ├── wallRCsects2NMy.jpeg │ │ │ └── wallRCsects2NMz.jpeg │ │ └── shearULS │ │ │ ├── columnZconcrCF.jpg │ │ │ ├── columnZconcrMy.jpg │ │ │ ├── columnZconcrMz.jpg │ │ │ ├── columnZconcrN.jpg │ │ │ ├── columnZconcrVu.jpg │ │ │ ├── columnZconcrVy.jpg │ │ │ ├── columnZconcrVz.jpg │ │ │ ├── wallCFSect1.jpg │ │ │ ├── wallCFSect2.jpg │ │ │ ├── wallVySect1.jpg │ │ │ └── wallVySect2.jpg │ │ └── text │ │ └── report_crackingSLS_freq.tex ├── calculations │ ├── RC_sections_def.py │ ├── calc_internalForces_ULS_SLS.py │ ├── forFutureDevlp │ │ ├── assign_RTSCsections.py │ │ ├── verif_fatigueULS.py │ │ ├── verif_straight_crackingSLS_freq.py │ │ └── verif_straight_crackingSLS_qperm.py │ ├── mapSectionsReinforcement.pkl │ ├── neopren_bearings │ │ ├── calc_neopren_bearings_results.py │ │ ├── calc_total_bearing_reactions.py │ │ ├── change_neopren_dimensions.py │ │ ├── combNeopren.py │ │ ├── verif_neopren_horizontal_distortion.py │ │ ├── verif_neopren_rotation.py │ │ └── verif_neopren_vert_stress.py │ ├── pot_bearings │ │ └── calc_pot_bearing_results.py │ ├── verif_crackingSLS_freq.py │ ├── verif_crackingSLS_qperm.py │ ├── verif_normStrsULS.py │ ├── verif_normStrsULS_SS.py │ ├── verif_shearULS.py │ └── verif_shearULS_SS.py ├── data_calc.py ├── data_geom.py ├── data_loads.py ├── data_materials.py ├── display │ ├── model │ │ ├── display_RC_sections.py │ │ ├── display_loads.py │ │ ├── display_loads_yaml_mode.py │ │ ├── display_localAxes.py │ │ ├── display_mesh.py │ │ └── display_spring_stiffness.py │ └── rst │ │ ├── display_RstSimpleLoadCase.py │ │ ├── display_crackingSLS_freq.py │ │ ├── display_crackingSLS_freq_beamEl.py │ │ ├── display_crackingSLS_qperm.py │ │ ├── display_crackingSLS_qperm_beamEl.py │ │ ├── display_normStrsULS.py │ │ ├── display_normStrsULS_beamEl.py │ │ ├── display_shearULS.py │ │ ├── display_shearULS_beamEl.py │ │ └── forFurtherDevelopment │ │ ├── display_fatigueULS.py │ │ └── display_max_ground_pressures_implementation_pending.py ├── env_config.py ├── report_generation │ ├── neopren_bearings │ │ ├── report_neopren_hoziz_distortion.py │ │ ├── report_neopren_rotation.py │ │ ├── report_neopren_vert_stresses.py │ │ ├── report_normStrsULS.py │ │ └── report_tables_neopren_results.py │ ├── piles │ │ ├── report_piles_axial_forces.py │ │ └── report_ties_axial_forces.py │ ├── pot_bearings │ │ ├── pot_report_functions.py │ │ ├── report_pot_SLS_Rmaxmin.py │ │ ├── report_pot_SLS_RotMaxPosNeg.py │ │ ├── report_pot_SLS_UmaxPosNeg.py │ │ ├── report_pot_ULS_Rmaxmin.py │ │ ├── report_pot_characteristics.py │ │ └── report_pot_results_tables.py │ ├── report_RCsections.py │ ├── report_crackingSLS_freq.py │ ├── report_crackingSLS_qperm.py │ ├── report_displacements.py │ ├── report_intForces.py │ ├── report_loads.py │ ├── report_normStrsULS.py │ ├── report_resultsSimplLC.py │ ├── report_shearULS.py │ └── seg │ │ └── report_RCsections.py ├── steel_beams_def.py ├── support_functions │ └── xc_pile_foundation_funct.py ├── xc_boundc.py ├── xc_combinations.py ├── xc_fem.py ├── xc_geom.py ├── xc_init.py ├── xc_lcases.py ├── xc_loads.py ├── xc_main_fullmodel.py ├── xc_materials.py ├── xc_roadway_loads.py └── xc_sets.py ├── postprocess ├── display │ ├── display_inertia_load.py │ ├── test_camera_parameters_01.py │ └── test_display_surfaces.py └── report │ ├── tabulate_example_01.py │ └── tabulate_example_02.py ├── reference_files ├── readme.md ├── ref_CircSection1.tex └── ref_RectgSection1.tex ├── reinforced_concrete ├── anchorage_and_lap_length │ ├── C25-30_S500C_anchorage_lengths.csv │ ├── C25-30_S500C_lap_lengths.csv │ ├── ec2_anchorage_lenght.py │ ├── ec2_lap_length.py │ ├── ehe_anchorage_length.py │ ├── ehe_anchorage_overlap_lengths.ods │ └── ehe_anchorage_overlap_lengths.py ├── concentrated_load │ └── refuerzo_carga_concentrada.tex ├── deep_beam │ └── deep_beam_design_example.py ├── normal_stresses │ └── ec2_bending_example.py ├── pile_foundation │ ├── pile_foundation_funct.py │ └── xc_model.py ├── precast_girders_bridge │ ├── .gitignore │ ├── annex_bridge_deck │ │ ├── mapSectionsReinforcement.pkl │ │ └── report_crackingSLS_freq.py │ ├── calculations │ │ ├── calc_internal_forces.py │ │ ├── mapSectionsReinforcement.pkl │ │ ├── reactions.csv │ │ ├── verif_crackingSLS_freq.py │ │ ├── verif_crackingSLS_qperm.py │ │ ├── verif_neoprene_pads.py │ │ ├── verif_normStrsULS.py │ │ ├── verif_shearULS.py │ │ ├── xc_analyze.py │ │ ├── xc_analyze_els_comb.py │ │ ├── xc_analyze_elu_comb.py │ │ └── xc_analyze_load_test.py │ ├── display │ │ ├── display_crackingSLS_freq.py │ │ ├── display_crackingSLS_qperm.py │ │ ├── display_loads.py │ │ ├── display_normStrsULS.py │ │ ├── display_sets.py │ │ ├── display_shearULS.py │ │ └── mapSectionsReinforcement.pkl │ ├── env_config.py │ ├── freecad_scripts.py │ ├── load_combinations.py │ ├── load_estimation.ods │ ├── loads.py │ ├── mapSectionsReinforcement.pkl │ ├── reaction_comparison.ods │ ├── reactions.csv │ ├── reactions.csv.bak2 │ ├── reactions.ods │ ├── rebar_areas.ods │ ├── reinfDef.py │ ├── reinforcement_zones.FCStd │ ├── reinforcement_zones.FCStd1 │ ├── reinforcement_zones.FCStd2 │ ├── retaining_walls │ │ ├── aleta_6m.py │ │ ├── aleta_9m.py │ │ ├── aletas.dxf │ │ └── rebar_types.py │ ├── set_tendon_properties.py │ ├── tablero_rev04.FCStd │ ├── tablero_rev04.FCStd1 │ ├── tablero_rev04_blocks.py │ ├── utils_misc.py │ ├── xc_import_freecad_model.py │ └── xc_model.py ├── prestressed_I_section │ ├── PSC_I_section_main.py │ ├── active_steel.jpeg │ ├── concrete.jpeg │ ├── data_beam_type2.py │ ├── geom_I_beam.py │ └── passive_steel.jpeg ├── prestressed_simply_supported_beam │ ├── prestressed_beam.dxf │ ├── prestressed_simply_supported_beam.py │ └── readme.md ├── section_report │ ├── circular_section_report_example.py │ └── rectangular_section_report_example.py ├── shrinkage │ ├── report_shrinkage.py │ └── shrinkage_report.tex └── water_channel │ ├── compute_internal_forces.py │ ├── display_crackingSLS_freq.py │ ├── display_crackingSLS_qperm.py │ ├── display_loads.py │ ├── display_normStrsULS.py │ ├── display_reactions.py │ ├── display_shearULS.py │ ├── load_combinations │ ├── channel_load_combinations.py │ └── compute_roadway_load_combinations_ec0_es.py │ ├── mapSectionsReinforcement.pkl │ ├── verif_cracking_SLS_freq.py │ ├── verif_cracking_SLS_qperm.py │ ├── verif_normStrsULS.py │ ├── verif_shearULS.py │ └── xc_model.py ├── run_examples.sh ├── simple_structures ├── #continuous_beam_2d.py# ├── continuous_beam_2d.py └── earth_retaining │ └── sheet_pile_example.py ├── steel_concrete_composite_bridge ├── #xc_calc_phases.pyy# ├── #xc_geom.py# ├── data_geom.py ├── data_loads.py ├── data_materials.py ├── display │ ├── model │ │ ├── display_RC_sections.py │ │ ├── display_loads.py │ │ ├── display_loads_yaml_mode.py │ │ ├── display_localAxes.py │ │ ├── display_mesh.py │ │ └── display_spring_stiffness.py │ └── rst │ │ ├── display_RstSimpleLoadCase.py │ │ ├── display_RstSimpleLoadCase_beamSlab.py │ │ ├── display_RstSimpleLoadCase_onlyBeam.py │ │ ├── display_crackingSLS_freq.py │ │ ├── display_crackingSLS_freq_beamEl.py │ │ ├── display_crackingSLS_qperm.py │ │ ├── display_crackingSLS_qperm_beamEl.py │ │ ├── display_normStrsULS.py │ │ ├── display_normStrsULS_beamEl.py │ │ ├── display_shearULS.py │ │ ├── display_shearULS_beamEl.py │ │ └── forFurtherDevelopment │ │ ├── display_fatigueULS.py │ │ └── display_max_ground_pressures_implementation_pending.py ├── doc_ref │ ├── AN_UNE-EN_1991-1-5_termicas.pdf │ ├── AN_UNEEN199411.pdf │ ├── AN_UNEEN19943.pdf │ ├── Modified_Push-out_Tests_for_Determining_Shear_Stre.pdf │ ├── Shear-stiffness-of-stud-shear-connection.png │ ├── en.1994.2.2005.pdf │ └── m-10_comprobacion_de_un_tablero_mixto.pdf ├── env_config.py ├── model_check │ └── total_reaction_load_cases.py ├── precamber.py ├── prueba.py ├── shrinkage │ ├── latex_functions.py │ ├── pythontex-files-shrinkage_evolution_tables │ │ ├── pythontex_data.pkl │ │ ├── shrinkage_evolution_tables.pytxmcr │ │ └── shrinkage_evolution_tables.pytxpyg │ ├── shrinkage.py │ ├── shrinkage_evolution.py │ ├── shrinkage_evolution_tables.pdf │ ├── shrinkage_evolution_tables.pytxcode │ ├── shrinkage_evolution_tables.tex │ ├── shrinkage_report.pdf │ └── shrinkage_report.tex ├── xc_boundc_beam.py ├── xc_boundc_slab.py ├── xc_calc_phases.py ├── xc_fem_beam.py ├── xc_fem_slab.py ├── xc_geom.py ├── xc_init.py ├── xc_lcases_beam.py ├── xc_lcases_slab.py ├── xc_loads.py ├── xc_main_fullmodel.py ├── xc_materials.py ├── xc_precamber_calculation.py └── xc_sets.py ├── steel_structure ├── connections │ ├── bolted_Ibeam2Ibeam_with_shear_plate_and_double_end_plate │ │ ├── beam2beam_shearplate_plus_endplate.py │ │ └── bolted_Ibeam2Ibeam_with_shear_plate_and_double_end_plate.png │ ├── bolted_Ibeam_splice │ │ └── bolted_Ibeam_splice.py │ ├── bolted_flange_plate_connection_predim.py │ ├── bolted_hollowBracing2IbeamWeb │ │ ├── HSS_bolted_to_W.py │ │ └── model.png │ ├── bolted_shear_tab_connection_predim.py │ ├── corbel_design.py │ ├── local_modules │ │ ├── __init__.py │ │ ├── gen_functions.py │ │ └── steel_connection_models.py │ ├── shear_Ibeam2Ibeam_welded_connect │ │ ├── model.png │ │ └── shear_beam2beam_welded_connect.py │ ├── weighing_cell_support │ │ ├── 2023-06-01_17-32.png │ │ └── weighing_cell_support.py │ ├── welded_Ibeam2IbeamWeb_in_angle │ │ ├── beam2beam_angle.py │ │ └── model.png │ ├── welded_beam2columnFlange │ │ ├── model.png │ │ └── welded_beam2columnFlange.py │ ├── welded_beam2columnWeb_2stiffeners │ │ ├── model.png │ │ └── welded_beam2columnWeb_2stiffeners.py │ ├── welded_chevron2IbeamFlange │ │ ├── chevron.png │ │ └── chevron.py │ ├── welded_shearPlate2Ibeam │ │ ├── model.png │ │ └── welded_shearPlate2Ibeam.py │ └── welded_top_corner_Ibeams_Icolumn │ │ ├── model.png │ │ └── top_corner_beams2column.py └── cylind_shell_elastoplastic_large_def │ ├── calculations │ ├── calc_internalForces_ULS_SLS.py │ ├── linear_buckling_calc.py │ └── verif_vonmises_imperf.py │ ├── data.py │ ├── dependency.md │ ├── env_config.py │ ├── limit_states_def.py │ ├── mesh_gen.py │ └── model_gen.py ├── tutorials ├── XC_tutorial_001 │ ├── tutorial001_meshgen.py │ └── tutorial001_truss_temp.pdf ├── XC_tutorial_002 │ ├── tutorial002_eigen_vibr_string.pdf │ └── tutorial002_script.py ├── XC_tutorial_003 │ ├── fig1.png │ ├── tutorial003_fiber_section.pdf │ └── tutorial003_script.py ├── calculix_cantilever_example_1D_beam2d.py ├── calculix_cantilever_example_1D_beam3d.py ├── calculix_cantilever_example_2D_mitc4.py └── calculix_cantilever_example_2D_mitc9.py ├── wood_structure ├── bearing_wall │ ├── bearing_wall_data.yaml │ ├── readme.md │ ├── stud_arrangement_example.py │ └── wall_top_plates_example.py ├── fan_truss_example.py └── wood_floor_structure │ ├── display_deflection.py │ ├── display_loads.py │ ├── display_mesh.py │ ├── readme.md │ ├── 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