chapter basic properties and examples organized in toc file and translated

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# Table of contents # Table of contents
# Learn more at https://jupyterbook.org/customize/toc.html # 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 format: jb-book
root: intro root: intro
options: options:
@ -55,17 +47,35 @@ parts:
- caption: Basic properties - caption: Basic properties
numbered: 2 numbered: 2
chapters: chapters:
- file: basics/Mechanica - file: basics/general_materials
- file: basics/Belastingen/belasting - file: basics/concrete/concrete
sections: sections:
- file: basics/Belastingen/Belastingen_grenstoestanden - file: basics/concrete/information
- file: basics/Materialen/Materialen - 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: sections:
- file: basics/Materialen/Steel/steel - file: basics/steel/information
sections: - file: basics/steel/material_characteristics
- file: basics/Materialen/Steel/information - file: basics/steel/products_1_hot_rolled_sections
- file: basics/Materialen/Steel/sectiontables - 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 - caption: Design guidelines
numbered: 2 numbered: 2
@ -98,9 +108,9 @@ parts:
- caption: Examples - caption: Examples
numbered: 2 numbered: 2
chapters: chapters:
- file: examples/hout/hout - file: examples/wood/wood
sections: sections:
- file: examples/hout/voorontwerp_houten_hal - file: examples/wood/voorontwerp_houten_hal
- file: examples/steel/steel - file: examples/steel/steel
sections: sections:
- file: examples/steel/3d - file: examples/steel/3d

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{
"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)."
]
},
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"## 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",
"$G_{k,j}$ &nbsp; \"$+$\" &nbsp; $Q_{k,1}$ &nbsp; \"$+$\" &nbsp; $\\sum \\Psi_{2,i} \\cdot Q_{k;i}$\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",
"$G_{k,j}$ &nbsp; \"$+$\" &nbsp; $\\sum \\Psi_{2,i} \\cdot Q_{k;i}$\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",
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"## 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"
]
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# Belastingen
```{figure} Images/1990.jpg
---
height: 300px
align: right
---
NEN-EN-1990
```
Dit hoofdstuk gaat in op de verschillende belastingen en belastingcombinaties die op een constructie geplaatst kunnen worden. 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. Daarna komen de permanente en veranderlijke belastingen aan bod.
Let op, de informatie in dit hoofdstuk is een eenvoudige vertaling van de normen NEN-EN 1990 en NEN-EN 1991 met bijbehorende nationale bijlagen en is enkel geschikt voor ontwerp doeleinden, dus niet voor de toetsing van de constructieve veiligheid.

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"# Section tables"
]
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"\n",
"## RHS hollow sections 120 x 60 tot 500 x 300 (continued)\n",
"\n",
"````{margin}\n",
"```{note}\n",
"```{figure} Images/bouwenmetstaalRHS.png\n",
"---\n",
"height: 200px\n",
"name: directive-fig\n",
"---\n",
"Coordinate system\n",
"```\n",
"````\n",
"\n",
"\n",
"| dimensions | | mass | section properties | | | | | | |\n",
"| -------- | -------- | -------- | -------- | -------- | -------- | -------- | -------- | -------- | -------- |\n",
"| $\\textit{b}$ x $\\textit{h}$ | $\\textit{t}$ | $\\textit{G}$ | **$A_{tot}$** | **$I_{y}$** | **$I_{z}$** | **$W_{y;el}$** | **$W_{z;el}$** | **$i_{y}$** | **$i_{z}$** |\n",
"| | | | $\\cdot 10^{2}$ | $\\cdot 10^{4}$ | $\\cdot 10^{4}$ | $\\cdot 10^{3}$ | $\\cdot 10^{3}$ | | | \n",
"| [$mm$] | [$mm$] | [$kg/m$] | [$mm^{2}$] | [$mm^4$] | [$mm^4$] | [$mm^3$] | [$mm^3$] | [$mm$] | [$mm$] | \n",
"| 120 x 60 | 3.6 ~ | 9.70 | 12.3 | 227 | 76.3 | 37.9 | 25.4 | 43.0 | 24.9 |\n",
"| | 5.0 ~ | 13.1 | 16.7 | 299 | 98.8 | 49.9 | 32.9 | 42.3 | 24.3 |\n",
"| | 6.3 ~ | 20.1 | 20.7 | 358 | 116 | 59.7 | 38.8 | 41.6 | 23.7 |\n",
"| | 8.0 ~ | 20.1 | 25.6 | 425 | 135 | 70.8 | 45.0 | 40.8 | 23.0 |\n",
"| 120 x 80 | 5.0 ~ | 14.7 | 18.7 | 365 | 193 | 60.9 | 48.2 | 44.2 | 32.1 |\n",
"| | 6.3 | 18.2 | 23.2 | 440 | 230 | 73.3 | 57.6 | 43.6 | 31.5 |\n",
"| | 8.0 | 22.6 | 28.8 | 525 | 273 | 87.5 | 68.1 | 42.7 | 30.8 |\n",
"| | 10.0 ~ | 27.4 | 34.9 | 609 | 313 | 102 | 78.1 | 41.8 | 29.9 |\n",
"| 150 x 100 | 5.0 ~ | 18.6 | 23.7 | 739 | 392 | 98.5 | 78.5 | 55.8 | 40.7 |\n",
"| | 6.3 | 23.1 | 29.5 | 898 | 474 | 120 | 94.8 | 55.2 | 40.1 |\n",
"| | 8.0 ~ | 28.9 | 36.8 | 1090 | 569 | 145 | 114 | 54.4 | 39.4 |\n",
"| | 10.0 ~ | 35.3 | 44.9 | 1280 | 665 | 171 | 133 | 53.4 | 38.5 |\n",
"| | 12.5 ~ | 42.8 | 54.6 | 1490 | 763 | 198 | 153 | 52.2 | 37.4 |\n",
"| 160 x 80 | 4.0 ~ | 14.4 | 18.4 | 612 | 207 | 76.5 | 51.7 | 57.7 | 33.5 |\n",
"| | 5.0 ~ | 17.8 | 22.7 | 744 | 249 | 93.0 | 62.3 | 57.2 | 33.1 |\n",
"| | 6.3 | 22.2 | 28.2 | 903 | 299 | 113 | 74.8 | 56.6 | 32.6 |\n",
"| | 8.0 | 27.6 | 35.2 | 1090 | 356 | 136 | 89.0 | 55.7 | 31.8 |\n",
"| | 10.0 ~ | 33.7 | 42.9 | 1280 | 411 | 161 | 103 | 54.7 | 31.0 |\n",
"| 200 x 100 | 5.0 ~ | 22.6 | 28.7 | 1500 | 505 | 149 | 101 | 72.1 | 41.9 |\n",
"| | 6.3 ~ | 28.1 | 35.8 | 1830 | 613 | 183 | 123 | 71.5 | 41.4 |\n",
"| | 8.0 | 35.1 | 44.8 | 2230 | 739 | 223 | 148 | 70.6 | 40.6 |\n",
"| | 10.0 | 43.1 | 54.9 | 2660 | 869 | 266 | 174 | 69.6 | 39.8 |\n",
"| | 12.5 | 52.7 | 67.1 | 3140 | 1000 | 314 | 201 | 68.4 | 38.7 |\n",
"| 200 x 120 | 5.0 ~ | 24.1 | 30.7 | 1690 | 762 | 168 | 127 | 74.0 | 49.8 |\n",
"| | 6.3 ~ | 30.1 | 38.3 | 2070 | 929 | 207 | 155 | 73.4 | 49.2 |\n",
"| | 8.0 ~ | 37.6 | 48.0 | 2530 | 1130 | 253 | 188 | 72.6 | 48.5 |\n",
"| | 10.0 ~ | 46.3 | 58.9 | 3030 | 1340 | 303 | 223 | 71.7 | 47.6 |\n",
"| 200 x 150 | 8.0 ~ | 41.4 | 52.8 | 2970 | 1890 | 297 | 253 | 75.0 | 59.9 |\n",
"| | 10.0 ~ | 51.0 | 64.9 | 3570 | 2260 | 357 | 302 | 74.1 | 59.1 |\n",
"| 250 x 100 | 10.0 ~ | 51.0 | 64.9 | 4730 | 1070 | 379 | 214 | 85.4 | 40.6 |\n",
"| | 12.5 ~ | 62.5 | 79.6 | 5620 | 1250 | 450 | 249 | 84.1 | 39.6 |\n",
"| 250 x 150 | 5.0 ~ | 30.4 | 38.7 | 3360 | 1530 | 269 | 204 | 93.1 | 62.8 |\n",
"| | 6.3 | 38.0 | 48.4 | 4140 | 1870 | 331 | 250 | 92.5 | 62.2 |\n",
"| | 8.0 ~ | 47.7 | 60.8 | 5110 | 2300 | 409 | 306 | 91.7 | 61.5 |\n",
"| | 10.0 ~ | 58.8 | 74.9 | 6170 | 2760 | 494 | 367 | 90.8 | 60.6 |\n",
"| | 12.5 | 72.3 | 92.1 | 7390 | 3270 | 591 | 435 | 89.6 | 59.6 |\n",
"| | 16.0 ~ | 90.3 | 115 | 8880 | 3870 | 710 | 516 | 87.9 | 58.0 |\n",
"| 300 x 100 | 8.0 ~ | 47.7 | 60.8 | 6310 | 1080 | 420 | 216 | 102.0 | 42.1 |\n",
"| | 10.0 ~ | 58.8 | 74.9 | 7610 | 1280 | 508 | 255 | 101.0 | 41.3 |\n",
"| 300 x 200 | 6.3 ~ | 47.9 | 61.0 | 7830 | 4190 | 522 | 419 | 113.0 | 82.9 |\n",
"| | 8.0 ~ | 60.3 | 76.8 | 9720 | 5180 | 648 | 518 | 113.0 | 82.2 |\n",
"| | 10.0 ~ | 74.5 | 94.9 | 11800 | 6280 | 788 | 628 | 112.0 | 81.3 |\n",
"| | 12.5 ~ | 91.9 | 117 | 14300 | 7540 | 952 | 754 | 110.0 | 80.2 |\n",
"| | 16.0 ~ | 115 | 147 | 17400 | 9110 | 1160 | 911 | 109.0 | 78.7 |\n",
"| 400 x 200 | 8.0 ~ | 72.8 | 92.8 | 19600 | 6660 | 978 | 666 | 145.0 | 84.7 |\n",
"| | 10.0 ~ | 90.2 | 115 | 23900 | 8080 | 1200 | 808 | 144.0 | 83.9 |\n",
"| | 12.5 ~ | 112 | 142 | 29100 | 9740 | 1450 | 974 | 143.0 | 82.8 |\n",
"| | 16.0 ~ | 141 | 179 | 35700 | 11800 | 1790 | 1180 | 141.0 | 81.3 |\n",
"| 450 x 250 | 8.0 ~ | 85.4 | 109 | 30100 | 12100 | 1340 | 971 | 166.0 | 106.0 |\n",
"| | 10.0 ~ | 106 | 135 | 36900 | 14800 | 1640 | 1190 | 165.0 | 105.0 |\n",
"| | 12.5 ~ | 131 | 167 | 45000 | 18000 | 2000 | 1440 | 164.0 | 104.0 |\n",
"| | 16.0 | 166 | 211 | 55700 | 22000 | 2480 | 1760 | 162.0 | 102.0 |\n",
"| 500 x 300 | 8.0 ~ | 98.0 | 125 | 43700 | 20000 | 1750 | 1330 | 187.0 | 126.0 |\n",
"| | 10.0 ~ | 122 | 155 | 53800 | 24400 | 2150 | 1630 | 186.0 | 126.0 |\n",
"| | 12.5 ~ | 151 | 192 | 65800 | 29800 | 2630 | 1990 | 185.0 | 125.0 |\n",
"| | 16.0 ~ | 191 | 243 | 81800 | 36800 | 3270 | 2450 | 183.0 | 123.0 |\n",
"| | 20.0 ~ | 235 | 300 | 98800 | 44100 | 3950 | 2940 | 182.0 | 121.0 |"
]
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"|h of d [mm] | b [mm] | G [kg/m] | Iy [mm^4 x 10^4] | Wy,el [mm^3 x 10^3] | Iz [mm^4 x 10^4] | Wz,el [mm^3 x 10^3] |\n",
"|------------|--------|----------|------------------|---------------------|------------------|---------------------|\n",
"|IPE 80 | 80 | 46 | 6 | 80.14 | 20.03 | 8.49 | 3.69 |\n",
"|IPE 100 | 100 | 55 | 8.1 | 171 | 34.2 | 15.92 | 5.79 |\n",
"|IPE 120 | 120 | 64 | 10.4 | 317.8 | 52.96 | 27.67 | 8.65 |\n",
"|IPE 140 | 140 | 73 | 12.9 | 541.2 | 77.32 | 44.92 | 12.31 |\n",
"|IPE 160 | 160 | 82 | 15.8 | 869.3 | 108.7 | 68.31 | 16.66 |\n",
"|IPE 180 | 180 | 91 | 18.8 | 1317 | 146.3 | 100.9 | 22.16 |\n",
"|IPE 200 | 200 | 100 | 22.4 | 1943 | 194.3 | 142.4 | 28.47 |\n",
"|IPE 220 | 220 | 110 | 26.2 | 2772 | 252 | 204.9 | 37.25 |\n",
"|IPE 240 | 240 | 120 | 30.7 | 3892 | 324.3 | 283.6 | 47.27 |\n",
"|IPE 270 | 270 | 135 | 36.1 | 5790 | 428.9 | 419.9 | 62.2 |\n",
"|IPE 300 | 300 | 150 | 42.2 | 8356 | 557.1 | 603.8 | 80.5 |\n",
"|IPE 330 | 330 | 160 | 49.1 | 11770 | 713.1 | 788.1 | 98.52 |\n",
"|IPE 360 | 360 | 170 | 57.1 | 16270 | 903.6 | 1043 | 122.8 |\n",
"|IPE 400 | 400 | 180 | 66.3 | 23130 | 1156 | 1318 | 146.4 |\n",
"|IPE 450 | 450 | 190 | 77.6 | 33740 | 1500 | 1676 | 176.4 |\n",
"|IPE 500 | 500 | 200 | 90.7 | 48200 | 1928 | 2142 | 214.2 |\n",
"|IPE 550 | 550 | 210 | 106 | 67120 | 2441 | 2668 | 254.1 |\n",
"|IPE 600 | 600 | 220 | 122 | 92080 | 3069 | 3387 | 307.9 |\n"
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# Steel
This chapter contains the following sections:
```{tableofcontents}
```
```{Note}
Nog niet compleet
```

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{
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"# Mechanica"
]
},
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"\n",
"### Quiz Notations and Products\n",
"\n",
":::{card} Exercise 1\n",
"What is the type of the result of the product?\n",
"\n",
"$\\mathit{v}_i \\cdot \\mathit{A}_{ij} \\cdot \\mathit{w}_j$\n",
"\n",
"\n",
"```{admonition} Solution\n",
":class: tip, dropdown\n",
"Scalar\n",
"```\n",
":::\n",
"\n",
":::{card} Exercise 2\n",
"How would you write the product\n",
"\n",
"$\\mathit{v}_i \\cdot \\mathit{A}_{ij} \\cdot \\mathit{w}_j$\n",
"\n",
"in matrix/vector notation?\n",
"```{admonition} Solution\n",
":class: tip, dropdown\n",
"$\\mathbf{v}^T \\cdot \\mathbf{A} \\cdot \\mathbf{w}$\n",
"```\n",
":::\n",
"\n",
":::{card} Exercise 3\n",
"What is the type of the result of the following product?\n",
"\n",
"$\\mathit{v}_i \\cdot \\mathit{w}_j$\n",
"```{admonition} Solution\n",
":class: tip, dropdown\n",
"Second order tensor\n",
"```\n",
":::\n",
"\n",
":::{card} Exercise 4\n",
"How would you write the product\n",
"\n",
"$\\mathit{A}_{ij} \\cdot \\mathit{v}_{i}$\n",
"\n",
"in matrix vector notation?\n",
"```{admonition} Solution\n",
":class: tip, dropdown\n",
"$\\mathbf{A}^T \\cdot \\mathbf{v}$\n",
"```\n",
":::\n",
"\n",
":::{card} Exercise 5\n",
"How would you write the result of the product\n",
"\n",
"$\\mathit{v}_{i} \\cdot \\mathit{w}_{j}$\n",
"\n",
"in matrix vector notation?\n",
"```{admonition} Solution\n",
":class: tip, dropdown\n",
"$\\mathbf{v} \\cdot \\mathbf{w}^T$\n",
"```\n",
":::\n",
"\n",
":::{card} Exercise 6\n",
"How would you write the product\n",
"\n",
"$\\mathbf{A} \\cdot \\mathbf{B}^T$\n",
"\n",
"in index notation?\n",
"```{admonition} Solution\n",
":class: tip, dropdown\n",
"$\\mathit{A}_{ik} \\cdot \\mathit{B}_{jk}$\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
}

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@ -0,0 +1,4 @@
# Concrete
```{tableofcontents}
```

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Concrete construction applications"
]
},
{
"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
}

View file

@ -4,8 +4,7 @@
"cell_type": "markdown", "cell_type": "markdown",
"metadata": {}, "metadata": {},
"source": [ "source": [
"# Information\n", "# Information"
"Basic info steel"
] ]
}, },
{ {

View file

@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Material characteristics concrete"
]
},
{
"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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Material characteristics concrete steel"
]
},
{
"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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Products 1: floors"
]
},
{
"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
}

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@ -4,10 +4,9 @@
"cell_type": "markdown", "cell_type": "markdown",
"metadata": {}, "metadata": {},
"source": [ "source": [
"# Materialen\n", "# Products 2: beams\n",
"\n", "\n",
"```{tableofcontents}\n", "\n"
"```"
] ]
}, },
{ {

View file

@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Products 3: columns"
]
},
{
"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
}

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Reinforcement\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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# General materials"
]
},
{
"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
}

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Castellated beams\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
}

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Dimension tables\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
}

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@ -0,0 +1,45 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Explanation cross sectional properties\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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Information"
]
},
{
"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
}

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@ -0,0 +1,45 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Integrated beams\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
}

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Material characteristics\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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Products 1: hot-rolled sections"
]
},
{
"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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Products 2: cold-rolled sections"
]
},
{
"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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Products 3: welded sections"
]
},
{
"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
}

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@ -0,0 +1,4 @@
# Steel
```{tableofcontents}
```

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Steel tube profiles\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
}

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Tube profiles and trusses\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
}

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@ -0,0 +1,46 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Dimension tables\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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Information"
]
},
{
"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
}

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@ -0,0 +1,44 @@
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Material characteristics"
]
},
{
"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
}

4
book/basics/wood/wood.md Normal file
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@ -0,0 +1,4 @@
# Wood
```{tableofcontents}
```

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@ -1,4 +1,4 @@
# Staal # Steel
This chapter contains the following sections: This chapter contains the following sections:

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# Hout # Wood
This chapter contains the following sections: This chapter contains the following sections: