From 6731bd5fb57b6e9dc11dac94096300792dfff58e Mon Sep 17 00:00:00 2001 From: navanvliet Date: Mon, 18 Mar 2024 14:58:13 +0100 Subject: [PATCH 1/3] chapter design workflow translated and toc from quick reference --- book/_toc.yml | 33 +++++++++---- .../general_design_guide.ipynb} | 3 +- .../cross_section_indications.ipynb} | 3 +- .../general_drawing/general_drawing.md | 4 ++ .../general_drawing/technical_drawings.ipynb | 41 +++++++++++++++++ .../deflection_requirements.ipynb | 44 ++++++++++++++++++ .../general_loads/general_loads.md | 4 ++ .../general_loads/loads_limit_states.ipynb | 44 ++++++++++++++++++ .../general_loads/permanent_loads.ipynb} | 3 +- .../variable_loads_1_buildings.ipynb} | 3 +- .../general_loads/variable_loads_2_wind.ipynb | 44 ++++++++++++++++++ .../variable_loads_3_rain_snow.ipynb | 46 +++++++++++++++++++ .../variable_loads_4_special.ipynb | 44 ++++++++++++++++++ .../beams_with_multiple_supports.ipynb | 46 +++++++++++++++++++ .../cross_sectional_quantities.ipynb | 44 ++++++++++++++++++ .../general_mechanics/forget_me_nots.ipynb | 44 ++++++++++++++++++ .../general_mechanics/general_mechanics.md | 4 ++ .../general_mechanics/mechanic_formulas.ipynb | 46 +++++++++++++++++++ .../general_mechanics/symbols.ipynb | 44 ++++++++++++++++++ book/examples/steel/3d.ipynb | 2 +- 20 files changed, 529 insertions(+), 17 deletions(-) rename book/{instructions/Stabiliteit.ipynb => design_workflow/general_design_guide.ipynb} (94%) rename book/{instructions/Tekeninstructies.ipynb => design_workflow/general_drawing/cross_section_indications.ipynb} (94%) create mode 100644 book/design_workflow/general_drawing/general_drawing.md create mode 100644 book/design_workflow/general_drawing/technical_drawings.ipynb create mode 100644 book/design_workflow/general_loads/deflection_requirements.ipynb create mode 100644 book/design_workflow/general_loads/general_loads.md create mode 100644 book/design_workflow/general_loads/loads_limit_states.ipynb rename book/{instructions/Ontwerpendraagconstructies.ipynb => design_workflow/general_loads/permanent_loads.ipynb} (92%) rename book/{instructions/Veiligheidsfilosofie.ipynb => design_workflow/general_loads/variable_loads_1_buildings.ipynb} (90%) create mode 100644 book/design_workflow/general_loads/variable_loads_2_wind.ipynb create mode 100644 book/design_workflow/general_loads/variable_loads_3_rain_snow.ipynb create mode 100644 book/design_workflow/general_loads/variable_loads_4_special.ipynb create mode 100644 book/design_workflow/general_mechanics/beams_with_multiple_supports.ipynb create mode 100644 book/design_workflow/general_mechanics/cross_sectional_quantities.ipynb create mode 100644 book/design_workflow/general_mechanics/forget_me_nots.ipynb create mode 100644 book/design_workflow/general_mechanics/general_mechanics.md create mode 100644 book/design_workflow/general_mechanics/mechanic_formulas.ipynb create mode 100644 book/design_workflow/general_mechanics/symbols.ipynb diff --git a/book/_toc.yml b/book/_toc.yml index 3db86ad..c44ef34 100644 --- a/book/_toc.yml +++ b/book/_toc.yml @@ -27,15 +27,32 @@ parts: - file: schedules/phase5 - file: schedules/promotion - - caption: Instructie + - caption: Design Workflow numbered: 2 chapters: - - file: instructions/Veiligheidsfilosofie - - file: instructions/Stabiliteit - - file: instructions/Ontwerpendraagconstructies - - file: instructions/Tekeninstructies + - file: design_workflow/general_design_guide + - file: design_workflow/general_loads/general_loads + sections: + - file: design_workflow/general_loads/loads_limit_states + - file: design_workflow/general_loads/permanent_loads + - file: design_workflow/general_loads/variable_loads_1_buildings + - file: design_workflow/general_loads/variable_loads_2_wind + - file: design_workflow/general_loads/variable_loads_3_rain_snow + - file: design_workflow/general_loads/variable_loads_4_special + - file: design_workflow/general_loads/deflection_requirements + - file: design_workflow/general_mechanics/general_mechanics + sections: + - file: design_workflow/general_mechanics/symbols + - file: design_workflow/general_mechanics/cross_sectional_quantities + - file: design_workflow/general_mechanics/mechanic_formulas + - file: design_workflow/general_mechanics/forget_me_nots + - file: design_workflow/general_mechanics/beams_with_multiple_supports + - file: design_workflow/general_drawing/general_drawing + sections: + - file: design_workflow/general_drawing/technical_drawings + - file: design_workflow/general_drawing/cross_section_indications - - caption: Basis gegevens + - caption: Basic properties numbered: 2 chapters: - file: basics/Mechanica @@ -50,7 +67,7 @@ parts: - file: basics/Materialen/Steel/sectiontables - - caption: Ontwerp + - caption: Design guidelines numbered: 2 chapters: - file: design/Beton/Beton @@ -78,7 +95,7 @@ parts: - file: design/Hout/kolommen - file: design/Hout/verbindingen - - caption: Voorbeelden + - caption: Examples numbered: 2 chapters: - file: examples/hout/hout diff --git a/book/instructions/Stabiliteit.ipynb b/book/design_workflow/general_design_guide.ipynb similarity index 94% rename from book/instructions/Stabiliteit.ipynb rename to book/design_workflow/general_design_guide.ipynb index d2155e1..df4c527 100644 --- a/book/instructions/Stabiliteit.ipynb +++ b/book/design_workflow/general_design_guide.ipynb @@ -4,8 +4,7 @@ "cell_type": "markdown", "metadata": {}, "source": [ - "# Stabiliteit\n", - "Niet omvallen\n", + "# General design guide\n", "\n", "\n" ] diff --git a/book/instructions/Tekeninstructies.ipynb b/book/design_workflow/general_drawing/cross_section_indications.ipynb similarity index 94% rename from book/instructions/Tekeninstructies.ipynb rename to book/design_workflow/general_drawing/cross_section_indications.ipynb index fcf3717..32b974c 100644 --- a/book/instructions/Tekeninstructies.ipynb +++ b/book/design_workflow/general_drawing/cross_section_indications.ipynb @@ -4,8 +4,7 @@ "cell_type": "markdown", "metadata": {}, "source": [ - "# Teken instructies\n", - "Potlood?\n", + "# Cross section indications\n", "\n", "\n" ] diff --git a/book/design_workflow/general_drawing/general_drawing.md b/book/design_workflow/general_drawing/general_drawing.md new file mode 100644 index 0000000..3ca2815 --- /dev/null +++ b/book/design_workflow/general_drawing/general_drawing.md @@ -0,0 +1,4 @@ +# General drawing + +```{tableofcontents} +``` \ No newline at end of file diff --git a/book/design_workflow/general_drawing/technical_drawings.ipynb b/book/design_workflow/general_drawing/technical_drawings.ipynb new file mode 100644 index 0000000..e2a3474 --- /dev/null +++ b/book/design_workflow/general_drawing/technical_drawings.ipynb @@ -0,0 +1,41 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Technical drawings\n", + "\n", + "\n" + ] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_loads/deflection_requirements.ipynb b/book/design_workflow/general_loads/deflection_requirements.ipynb new file mode 100644 index 0000000..47eb913 --- /dev/null +++ b/book/design_workflow/general_loads/deflection_requirements.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Deflection requirements" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_loads/general_loads.md b/book/design_workflow/general_loads/general_loads.md new file mode 100644 index 0000000..6390da7 --- /dev/null +++ b/book/design_workflow/general_loads/general_loads.md @@ -0,0 +1,4 @@ +# General loads + +```{tableofcontents} +``` \ No newline at end of file diff --git a/book/design_workflow/general_loads/loads_limit_states.ipynb b/book/design_workflow/general_loads/loads_limit_states.ipynb new file mode 100644 index 0000000..2b8ff78 --- /dev/null +++ b/book/design_workflow/general_loads/loads_limit_states.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Loads and limit states" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/instructions/Ontwerpendraagconstructies.ipynb b/book/design_workflow/general_loads/permanent_loads.ipynb similarity index 92% rename from book/instructions/Ontwerpendraagconstructies.ipynb rename to book/design_workflow/general_loads/permanent_loads.ipynb index a0489c7..9f53b58 100644 --- a/book/instructions/Ontwerpendraagconstructies.ipynb +++ b/book/design_workflow/general_loads/permanent_loads.ipynb @@ -4,8 +4,7 @@ "cell_type": "markdown", "metadata": {}, "source": [ - "# Ontwerpen van draagconstructies\n", - "Ontwerp\n", + "# Permanent loads\n", "\n", "\n" ] diff --git a/book/instructions/Veiligheidsfilosofie.ipynb b/book/design_workflow/general_loads/variable_loads_1_buildings.ipynb similarity index 90% rename from book/instructions/Veiligheidsfilosofie.ipynb rename to book/design_workflow/general_loads/variable_loads_1_buildings.ipynb index c86b5fd..04464ed 100644 --- a/book/instructions/Veiligheidsfilosofie.ipynb +++ b/book/design_workflow/general_loads/variable_loads_1_buildings.ipynb @@ -4,8 +4,7 @@ "cell_type": "markdown", "metadata": {}, "source": [ - "# Veiligheidsfilosofie en belastingcombinaties\n", - "Stukje tekst 1\n", + "# Variable loads 1: buildings\n", "\n", "\n" ] diff --git a/book/design_workflow/general_loads/variable_loads_2_wind.ipynb b/book/design_workflow/general_loads/variable_loads_2_wind.ipynb new file mode 100644 index 0000000..cb2d86f --- /dev/null +++ b/book/design_workflow/general_loads/variable_loads_2_wind.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Variable loads 2: wind" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_loads/variable_loads_3_rain_snow.ipynb b/book/design_workflow/general_loads/variable_loads_3_rain_snow.ipynb new file mode 100644 index 0000000..1081cf9 --- /dev/null +++ b/book/design_workflow/general_loads/variable_loads_3_rain_snow.ipynb @@ -0,0 +1,46 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Variable loads 3: rain and snow\n", + "\n", + "\n" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_loads/variable_loads_4_special.ipynb b/book/design_workflow/general_loads/variable_loads_4_special.ipynb new file mode 100644 index 0000000..c26c1f5 --- /dev/null +++ b/book/design_workflow/general_loads/variable_loads_4_special.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Variable loads 4: special" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_mechanics/beams_with_multiple_supports.ipynb b/book/design_workflow/general_mechanics/beams_with_multiple_supports.ipynb new file mode 100644 index 0000000..852d5a7 --- /dev/null +++ b/book/design_workflow/general_mechanics/beams_with_multiple_supports.ipynb @@ -0,0 +1,46 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Beams with multiple supports\n", + "\n", + "\n" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_mechanics/cross_sectional_quantities.ipynb b/book/design_workflow/general_mechanics/cross_sectional_quantities.ipynb new file mode 100644 index 0000000..566dcd5 --- /dev/null +++ b/book/design_workflow/general_mechanics/cross_sectional_quantities.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Cross sectional quantitites" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_mechanics/forget_me_nots.ipynb b/book/design_workflow/general_mechanics/forget_me_nots.ipynb new file mode 100644 index 0000000..46cbdfd --- /dev/null +++ b/book/design_workflow/general_mechanics/forget_me_nots.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Forget-me-nots" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_mechanics/general_mechanics.md b/book/design_workflow/general_mechanics/general_mechanics.md new file mode 100644 index 0000000..aef4a58 --- /dev/null +++ b/book/design_workflow/general_mechanics/general_mechanics.md @@ -0,0 +1,4 @@ +# General mechanics + +```{tableofcontents} +``` \ No newline at end of file diff --git a/book/design_workflow/general_mechanics/mechanic_formulas.ipynb b/book/design_workflow/general_mechanics/mechanic_formulas.ipynb new file mode 100644 index 0000000..fa4cc33 --- /dev/null +++ b/book/design_workflow/general_mechanics/mechanic_formulas.ipynb @@ -0,0 +1,46 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Mechanic formulas\n", + "\n", + "\n" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/design_workflow/general_mechanics/symbols.ipynb b/book/design_workflow/general_mechanics/symbols.ipynb new file mode 100644 index 0000000..0c6cb53 --- /dev/null +++ b/book/design_workflow/general_mechanics/symbols.ipynb @@ -0,0 +1,44 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Symbols" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 3", + "language": "python", + "name": "python3" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 3 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython3", + "version": "3.8.0" + }, + "widgets": { + "application/vnd.jupyter.widget-state+json": { + "state": {}, + "version_major": 2, + "version_minor": 0 + } + } + }, + "nbformat": 4, + "nbformat_minor": 4 +} diff --git a/book/examples/steel/3d.ipynb b/book/examples/steel/3d.ipynb index 365665b..a0c504d 100644 --- a/book/examples/steel/3d.ipynb +++ b/book/examples/steel/3d.ipynb @@ -158,7 +158,7 @@ "name": "python", "nbconvert_exporter": "python", "pygments_lexer": "ipython3", - "version": "3.7.3" + "version": "3.9.13" } }, "nbformat": 4, From 81efe525934c68ea35802eaa6dfeba4f80dfff43 Mon Sep 17 00:00:00 2001 From: navanvliet Date: Mon, 18 Mar 2024 16:13:02 +0100 Subject: [PATCH 2/3] chapter basic properties and examples organized in toc file and translated --- book/_toc.yml | 48 ++++--- .../Belastingen_grenstoestanden.ipynb | 133 ------------------ book/basics/Belastingen/Images/1990.jpg | Bin 27930 -> 0 bytes book/basics/Belastingen/Images/1991.jpg | Bin 54001 -> 0 bytes book/basics/Belastingen/belasting.md | 28 ---- .../Steel/Images/bouwenmetstaalRHS.png | Bin 6986 -> 0 bytes .../Materialen/Steel/sectiontables.ipynb | 132 ----------------- book/basics/Materialen/Steel/steel.md | 10 -- book/basics/Mechanica.ipynb | 122 ---------------- book/basics/concrete/concrete.md | 4 + .../concrete_construction_applications.ipynb | 44 ++++++ .../Steel => concrete}/information.ipynb | 3 +- .../material_characteristics_concrete.ipynb | 44 ++++++ ...erial_characteristics_concrete_steel.ipynb | 44 ++++++ book/basics/concrete/products_1_floors.ipynb | 44 ++++++ .../products_2_beams.ipynb} | 5 +- book/basics/concrete/products_3_columns.ipynb | 44 ++++++ book/basics/concrete/reinforcement.ipynb | 46 ++++++ book/basics/general_materials.ipynb | 44 ++++++ book/basics/steel/castellated_beams.ipynb | 46 ++++++ book/basics/steel/dimension_tables.ipynb | 46 ++++++ ...planation_cross_sectional_quantities.ipynb | 45 ++++++ book/basics/steel/information.ipynb | 44 ++++++ book/basics/steel/integrated_beams.ipynb | 45 ++++++ .../steel/material_characteristics.ipynb | 46 ++++++ .../products_1_hot_rolled_sections.ipynb | 44 ++++++ .../products_2_cold_rolled_sections.ipynb | 44 ++++++ .../steel/products_3_welded_sections.ipynb | 44 ++++++ book/basics/steel/steel.md | 4 + book/basics/steel/steel_tube_profiles.ipynb | 46 ++++++ book/basics/steel/tube_profiles_trusses.ipynb | 46 ++++++ book/basics/wood/dimension_tables.ipynb | 46 ++++++ book/basics/wood/information.ipynb | 44 ++++++ .../wood/material_characteristics.ipynb | 44 ++++++ book/basics/wood/wood.md | 4 + book/examples/steel/steel.md | 2 +- .../{hout => wood}/Images/hal_schematisch.png | Bin .../Images/hoofdligger_mechanica_hal.png | Bin .../Images/houtenhal_schets.png | Bin .../{hout => wood}/Images/kolom_hal.png | Bin .../Images/kolom_mechanica_hal.png | Bin .../{hout => wood}/Images/labda_kc_hal.png | Bin .../Images/verbinding_detail_hout.png | Bin .../Images/verbinding_staal.png | Bin .../windverband_vervoming_mechanica.png | Bin .../voorontwerp_houten_hal.ipynb | 0 book/examples/{hout/hout.md => wood/wood.md} | 2 +- 47 files changed, 986 insertions(+), 451 deletions(-) delete mode 100644 book/basics/Belastingen/Belastingen_grenstoestanden.ipynb delete mode 100644 book/basics/Belastingen/Images/1990.jpg delete mode 100644 book/basics/Belastingen/Images/1991.jpg delete mode 100644 book/basics/Belastingen/belasting.md delete mode 100644 book/basics/Materialen/Steel/Images/bouwenmetstaalRHS.png delete mode 100644 book/basics/Materialen/Steel/sectiontables.ipynb delete mode 100644 book/basics/Materialen/Steel/steel.md delete mode 100644 book/basics/Mechanica.ipynb create mode 100644 book/basics/concrete/concrete.md create mode 100644 book/basics/concrete/concrete_construction_applications.ipynb rename book/basics/{Materialen/Steel => concrete}/information.ipynb (94%) create mode 100644 book/basics/concrete/material_characteristics_concrete.ipynb create mode 100644 book/basics/concrete/material_characteristics_concrete_steel.ipynb create mode 100644 book/basics/concrete/products_1_floors.ipynb rename book/basics/{Materialen/Materialen.ipynb => concrete/products_2_beams.ipynb} (92%) create mode 100644 book/basics/concrete/products_3_columns.ipynb create mode 100644 book/basics/concrete/reinforcement.ipynb create mode 100644 book/basics/general_materials.ipynb create mode 100644 book/basics/steel/castellated_beams.ipynb create mode 100644 book/basics/steel/dimension_tables.ipynb create mode 100644 book/basics/steel/explanation_cross_sectional_quantities.ipynb create mode 100644 book/basics/steel/information.ipynb create mode 100644 book/basics/steel/integrated_beams.ipynb create mode 100644 book/basics/steel/material_characteristics.ipynb create mode 100644 book/basics/steel/products_1_hot_rolled_sections.ipynb create mode 100644 book/basics/steel/products_2_cold_rolled_sections.ipynb create mode 100644 book/basics/steel/products_3_welded_sections.ipynb create mode 100644 book/basics/steel/steel.md create mode 100644 book/basics/steel/steel_tube_profiles.ipynb create mode 100644 book/basics/steel/tube_profiles_trusses.ipynb create mode 100644 book/basics/wood/dimension_tables.ipynb create mode 100644 book/basics/wood/information.ipynb create mode 100644 book/basics/wood/material_characteristics.ipynb create mode 100644 book/basics/wood/wood.md rename book/examples/{hout => wood}/Images/hal_schematisch.png (100%) rename book/examples/{hout => wood}/Images/hoofdligger_mechanica_hal.png (100%) rename book/examples/{hout => wood}/Images/houtenhal_schets.png (100%) rename book/examples/{hout => wood}/Images/kolom_hal.png (100%) rename book/examples/{hout => wood}/Images/kolom_mechanica_hal.png (100%) rename book/examples/{hout => wood}/Images/labda_kc_hal.png (100%) rename book/examples/{hout => wood}/Images/verbinding_detail_hout.png (100%) rename book/examples/{hout => wood}/Images/verbinding_staal.png (100%) rename book/examples/{hout => wood}/Images/windverband_vervoming_mechanica.png (100%) rename book/examples/{hout => wood}/voorontwerp_houten_hal.ipynb (100%) rename book/examples/{hout/hout.md => wood/wood.md} (98%) diff --git a/book/_toc.yml b/book/_toc.yml index c44ef34..0a80569 100644 --- a/book/_toc.yml +++ b/book/_toc.yml @@ -1,14 +1,6 @@ # Table of contents # Learn more at https://jupyterbook.org/customize/toc.html -# format: jb-book -# root: intro -# chapters: -# - file: instructie -# - file: basisgegevens -# - file: ontwerp -# - file: voorbeelden - format: jb-book root: intro options: @@ -55,17 +47,35 @@ parts: - caption: Basic properties numbered: 2 chapters: - - file: basics/Mechanica - - file: basics/Belastingen/belasting + - file: basics/general_materials + - file: basics/concrete/concrete sections: - - file: basics/Belastingen/Belastingen_grenstoestanden - - file: basics/Materialen/Materialen + - file: basics/concrete/information + - file: basics/concrete/material_characteristics_concrete + - file: basics/concrete/material_characteristics_concrete_steel + - file: basics/concrete/reinforcement + - file: basics/concrete/products_1_floors + - file: basics/concrete/products_2_beams + - file: basics/concrete/products_3_columns + - file: basics/concrete/concrete_construction_applications + - file: basics/steel/steel sections: - - file: basics/Materialen/Steel/steel - sections: - - file: basics/Materialen/Steel/information - - file: basics/Materialen/Steel/sectiontables - + - file: basics/steel/information + - file: basics/steel/material_characteristics + - file: basics/steel/products_1_hot_rolled_sections + - file: basics/steel/products_2_cold_rolled_sections + - file: basics/steel/products_3_welded_sections + - file: basics/steel/explanation_cross_sectional_quantities + - file: basics/steel/dimension_tables + - file: basics/steel/castellated_beams + - file: basics/steel/integrated_beams + - file: basics/steel/steel_tube_profiles + - file: basics/steel/tube_profiles_trusses + - file: basics/wood/wood + sections: + - file: basics/wood/information + - file: basics/wood/material_characteristics + - file: basics/wood/dimension_tables - caption: Design guidelines numbered: 2 @@ -98,9 +108,9 @@ parts: - caption: Examples numbered: 2 chapters: - - file: examples/hout/hout + - file: examples/wood/wood sections: - - file: examples/hout/voorontwerp_houten_hal + - file: examples/wood/voorontwerp_houten_hal - file: examples/steel/steel sections: - file: examples/steel/3d diff --git a/book/basics/Belastingen/Belastingen_grenstoestanden.ipynb b/book/basics/Belastingen/Belastingen_grenstoestanden.ipynb deleted file mode 100644 index e785299..0000000 --- a/book/basics/Belastingen/Belastingen_grenstoestanden.ipynb +++ /dev/null @@ -1,133 +0,0 @@ -{ - "cells": [ - { - "cell_type": "markdown", - "metadata": {}, - "source": [ - "# Belastingcombinaties en grenstoestanden\n", - "\n", - "Elke constructie moet voldoen aan de twee hoofdgrenstoestanden die direct te maken hebben met de betrouwbaarheid (sterkte) en bruikbaarheid (stijfheid). De uiterste grenstoestand (UGT) wordt benut bij de toetsing van de constructieve veiligheid. De bruikbaarheidsgrenstoestand (BGT) wordt benut bij de toetsing van de eisen voor de bruikbaarheid. \n", - "\n", - "Belastingcombinaties bestaan uit de combinaties van de rekenwaarden van de permanente en veranderlijke belastingen. Daarbij worden zowel de representatieve als de momentane waarden van de belastingen gecombineerd voor de UGT of de BGT. Zelf zul je de maatgevende belastingcombinatie van de draagconstructie of het constructie-element moeten bepalen. Bedenk hierbij om welk constructie-element het gaat, bijv. een vloerligger, een kolom of een stabiliteitsconstructie.\n", - "\n", - "Bouwconstructies en onderdelen van bouwconstructies, en hun ondersteuningen of bevestigingen moeten met voldoende betrouwbaarheid bestand zijn tegen de ongunstigste combinaties van \n", - "belastingen die gelijktijdig kunnen optreden, met dien verstande dat:\n", - "- de extreme waarde van een veranderlijke belasting niet gecombineerd hoeft te zijn met extreme waarden van andere veranderlijke belastingen of met bijzondere belastingen\n", - "- een bijzondere belasting niet gecombineerd hoeft te zijn met extreme waarden van veranderlijke belastingen of met andere bijzondere belastingen\n", - "- in een aantal gevallen uitgesloten is dat op verschillende delen van de constructie de extreme en momentane of nulwaarde van hetzelfde belastingsgeval gelijktijdig voorkomt (o.a. de wind- en sneeuwbelasting)." - ] - }, - { - "cell_type": "markdown", - "metadata": {}, - "source": [ - "## Uiterste grenstoestand (UGT), fundamentele combinaties\n", - "\n", - "Een belastingscombinatie bestaat over het algemeen uit het eigen gewicht, een overheersende veranderlijke belasting en\n", - "eventuele overige veranderlijke belastingen.\n", - "\n", - "$\\gamma_{G,j} \\cdot G_{k,j}$   \"$+$\"   $\\gamma_{Q,1} \\cdot Q_{k,1}$   \"$+$\"   $\\sum \\gamma_{Q,i} \\cdot \\Psi_{0,i} \\cdot Q_{k,i}$\n", - "\n", - "| Symbol | Betekenis |\n", - "|--------|-------------|\n", - "| $\\gamma_{G,j}$ | veiligheidsfactor permanente belasting |\n", - "| $G_{k,j}$ | totale permanente belasting |\n", - "| $\\gamma_{Q,1}$ | veiligheidsfactor veranderlijke belasting |\n", - "| $Q_{k,1}$ | overheersende veranderlijke belasting |\n", - "| $\\Psi_{0,1}$ | combinatiefactor behorende bij veranderlijke belasting $Q_{k,i}$ |\n", - "| $Q_{k,i}$ | eventuele overige veranderlijke belastingen |\n", - "| $+$ | betekent \"te combineren met\" |\n", - "| $\\sum$ | betekent \"de gecombineerde uitkomst van\" |\n" - ] - }, - { - "cell_type": "markdown", - "metadata": {}, - "source": [ - "## Bruikbaarheidsgrenstoestanden (BGT)\n", - "De in aanmerking te nemen vervormingen met betrekking tot de bruikbaarheidseisen behoren die te zijn als omschreven in sectie <> al naargelang de aard van de bouwwerken, of zoals overeengekomen met de opdrachtgever of de nationale overheid.\n", - "\n", - "**Karakteristieke combinatie**\n", - "\n", - "De karakteristieke combinatie wordt gebruikt voor onomkeerbare grenstoestanden (plastische vervorming). Hiermee wordt bedoeld dat ergens in de constructie vloeien (staal) of scheurvorming optreedt (beton/metselwerk) door het vervormen van het constructiedeel. Dit kan bijvoorbeeld gaan om het scheuren van een metselwerk scheidingswand ten gevolge van doorbuiging van de vloer. \n", - "\n", - "$G_{k,j}$   \"$+$\"   $Q_{k,1}$   \"$+$\"   $\\sum \\Psi_{2,i} \\cdot Q_{k;i}$\n", - "\n", - "| Symbool | Betekenis |\n", - "|--------|-------------|\n", - "| $\\mathsf{G_{k,j}}$ | totale permanente belasting |\n", - "| $\\mathsf{\\Psi_{1,1}}$ | factor i.v.m. frequente waarde belasting |\n", - "| $\\mathsf{Q_{k,1}}$ | overheersende veranderlijke belasting |\n", - "| $\\mathsf{\\Psi_{2,i}}$ | factor i.v.m. quasi-blijvende waarde belasting |\n", - "| $\\mathsf{Q_{k,i}}$ | eventuele overige veranderlijke belastingen |\n", - "| ``$+$'' | betekent \"te combineren met\" |\n", - "| $\\mathsf{\\sum}$ | betekent \"de gecombineerde uitkomst van\" |\n", - "\n", - "**Quasi-blijvende combinatie**\n", - "\n", - "De quasi-blijvende combinatie wordt gebruikt voor langetermijneffecten (krimp en kruip) en voor het uiterlijk van de constructie. \n", - "\n", - "$G_{k,j}$   \"$+$\"   $\\sum \\Psi_{2,i} \\cdot Q_{k;i}$\n", - "\n", - "| Symbool | Betekenis |\n", - "|--------|-------------|\n", - "| $\\mathsf{G_{k,j}}$ | totale permanente belasting |\n", - "| $\\mathsf{\\Psi_{2,i}}$ | factor i.v.m. quasi-blijvende waarde belasting |\n", - "| $\\mathsf{Q_{k,i}}$ | veranderlijke belastingen |\n", - "| ``$+$'' | betekent \"te combineren met\" |\n", - "| $\\mathsf{\\sum}$ | betekent \"de gecombineerde uitkomst van\" |\n", - "\n" - ] - }, - { - "cell_type": "markdown", - "metadata": {}, - "source": [ - "## Belastingsfactoren uiterste grenstoestand\n", - "\n", - "De belastingsfactoren worden in de Eurocode partiële factoren genoemd. In sommige andere literatuur worden ze veilig heidsfactoren genoemd. Bij de toepassing van de belastingsfactoren moet er onderscheid gemaakt worden tussen gunstig en ongunstig werkende belastingen. Dit is afhankelijk van de toets die uitgevoerd wordt. Toets je bijvoorbeeld het moment in een ligger op twee steunpunten waarop een neerwaartse belasting (eigengewicht) en een opwaartse belasting (windzuiging) werken, dan zal het moment in de ligger minder kritisch zijn als beide belastingen gelijktijdig optreden. Een van de belastingen werkt dus gunstig.\n", - "\n", - "| Gevolgklasse (CC) | $\\mathsf{\\gamma_{f;g}}$ (permanente belasting) | $\\mathsf{\\gamma_{f;q}}$ (veranderlijke belasting) |\n", - "|--------------------|----------------------------------------------|-----------------------------------------------|\n", - "| | Ongunstig | Gunstig |\n", - "|--------------------|----------------------------------------------|-----------------------------------------------|\n", - "| 1 | 1,1 | 0,9 |\n", - "| 2 | 1,2 | 0,9 |\n", - "| 3 | 1,3 | 0,9 |\n" - ] - }, - { - "cell_type": "markdown", - "metadata": {}, - "source": [] - } - ], - "metadata": { - "kernelspec": { - "display_name": "geospatial", - "language": "python", - "name": "geospatial" - }, - "language_info": { - "codemirror_mode": { - "name": "ipython", - "version": 3 - }, - "file_extension": ".py", - "mimetype": "text/x-python", - "name": "python", - "nbconvert_exporter": "python", - "pygments_lexer": "ipython3", - "version": "3.9.13" - }, 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Een goede inschatting van de belastingen op en in een gebouw is namelijk cruciaal om tot een veilig, maar ook efficiënt draagconstructief ontwerp te komen. Dit hoofdstuk verzamelt een reeks tabellen en grafieken die je nodig hebt om die belastingen te bepalen. - -Voordat je kunt beginnen met ontwerpen moet je eerst een duidelijke voorstelling hebben van het te bouwen object. Of anders gezegd, wat de functies worden van het bouwwerk. Daaruit vloeit het gebruik voort (dit vormen de randvoorwaarden) en daarmee ook de belastingen die op je constructie komen. - -1. voorstelling hebben van object -2. functies van object -3. gebruik (randvoorwaarden) -4. belastingen - -```{figure} Images/1991.jpg ---- -height: 300px -align: right ---- -NEN-EN-1991 -``` -Allereerst worden de belastingen, grenstoestanden en belastingcombinaties behandeld. 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ULVxi;J&CAV z1Esr+j+Uz*-GUPzJ%Ta)1U#miu=Sl$82*lUg1q+`diY>%s@4~kaMgH9p^ACZ+IpXDC56hC|g11pp4>DeBV}cC;KRwfom(S4(-sF7b_8=eAZSZfa^k zC;IF)KLbDPG*I{x*34FV(-r#P%uvjzO;#gaCA@!q4r|`?p{V7rUj_yv<}~|~dnMnv z(nZL1@yX$4)z*tLqv=Cir8!k)0M9}%T4^tdnem~1^{EV*&dV2Jqbn9nE1c3hd1npn z_8WN0^Gs`u;ws^N9|JMMe8i0RLt&dM1KE;Bn^n9pVNeWCXtJUs6M4!|KFPEyXx%+o zx=>(PoW-4RmZSKrpxe)q`I~Wn4nmE$; zd7XLK=A4SA9TQC-75bi{_M^E8(UwS71YSGwrjh;ITYJ%($hFEnh@O;S$7=SRJxK1| zHYdf;k~hpl(vs0zp*&AgqzvPzf3O;IGN;q|TnHJH@1nJ*tyX?o3Lm=r)A#U~PN})R z*mY9ur}^~s^xgYgAiOa~4|vXUF%3sk`mj{UrNy8#zX!(u=Osl$PDS8O(lV%b=j2Q7 zXs{`pSu?!}GKbxeop}>~gl7lndAln?P{ko2VHP^saA5kvRJ(4Lrm(TAr%_E!EqVck zP3nEt=umsO%9CJw{mPZwS|oB6U6-&VShEX$wWIX`7urC{mIeL1**aDMEXsGFpbLEb zegt6XyrKI6$n;36YxMM-TCHLzTpnc{+u&lbIgCkm@qKC-mSAhTzvh<`ajqGho1{1M zkpqbMcFFJzzcF;3)V}r#9kX_4pt`6+2;B4=R?EEAexn=Q8?(?S@7cKffva?`QhKYzog Date: Mon, 18 Mar 2024 16:30:39 +0100 Subject: [PATCH 3/3] Small translation changes for headers in desing chapter to translate it to English --- book/design/Beton/Beton.md | 2 +- book/design/Hout/Hout.md | 2 +- book/design/Staal/Staal.md | 2 +- 3 files changed, 3 insertions(+), 3 deletions(-) diff --git a/book/design/Beton/Beton.md b/book/design/Beton/Beton.md index 2e8c3b1..2900956 100644 --- a/book/design/Beton/Beton.md +++ b/book/design/Beton/Beton.md @@ -1,4 +1,4 @@ -# Beton +# Concrete This chapter contains the following sections: diff --git a/book/design/Hout/Hout.md b/book/design/Hout/Hout.md index 115af01..087d4a2 100644 --- a/book/design/Hout/Hout.md +++ b/book/design/Hout/Hout.md @@ -1,4 +1,4 @@ -# Hout +# Wood This chapter contains the following sections: diff --git a/book/design/Staal/Staal.md b/book/design/Staal/Staal.md index ff91338..bed5c16 100644 --- a/book/design/Staal/Staal.md +++ b/book/design/Staal/Staal.md @@ -1,4 +1,4 @@ -# Staal +# Steel This chapter contains the following sections: