{"id":7634,"date":"2025-02-10T13:29:25","date_gmt":"2025-02-10T13:29:25","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&#038;p=7634"},"modified":"2026-03-12T15:58:01","modified_gmt":"2026-03-12T15:58:01","slug":"how-to-show-the-intermediary-reinforcement-results","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/how-to-show-the-intermediary-reinforcement-results\/","title":{"rendered":"How to show the basic intermediary reinforcement results"},"content":{"rendered":"    \t\t<div class=\"hts-messages hts-messages--info    \" id=\"\" style=\"\">\r\n    \t\t\t    \t\t\t    \t\t\t\t<p>\r\n    \t\t\t\t\tIn need of a cleaner (printable) version of this feature? Then use the advanced detail results. Available in Diamonds 2026 (or newer). <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/how-to-show-the-advanced-intermediary-reinforcement-results\/\" target=\"_blank\" rel=\"noopener\">More info.<\/a>     \t\t\t\t<\/p>\r\n    \t\t\t    \t\t\t\r\n    \t\t<\/div><!-- \/.ht-shortcodes-messages -->\r\n    \t\t\n<div class=\"su-tabs su-tabs-style-default su-tabs-mobile-stack\" data-active=\"1\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-tabs-nav\"><span class=\"\" data-anchor=\"EN\" data-url=\"\" data-target=\"\" tabindex=\"0\" role=\"button\">EN<\/span><span class=\"\" data-anchor=\"NL\" data-url=\"\" data-target=\"\" tabindex=\"0\" role=\"button\">NL<\/span><span class=\"\" data-anchor=\"FR\" data-url=\"\" data-target=\"\" tabindex=\"0\" role=\"button\">FR<\/span><\/div><div class=\"su-tabs-panes\"><div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"EN\">\n<h2>1. How do I make the export?<\/h2>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1054071251?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<div class=\"su-accordion su-u-trim\"><div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>About the export ... <\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">\n<ul>\n<li>This feature is supported in Diamonds 2025 (or newer).<\/li>\n<li>This feature only works for <strong>bar elements<\/strong> (beams and columns) in cold state. It doesn&rsquo;t work for fire state.<br \/>\nNor does it work for footings or surface elements.<\/li>\n<li>This feature was added to give you a better understanding of in the reinforcements calculations within Diamonds. But &#8230;\n<ul>\n<li>it is <strong>not intended to serve as a full-fledged calculation note<\/strong>.<br \/>\nYou&rsquo;ll experience soon enough that exporting all data, for all elements, is not a meaningful thing to do. You wouldn&rsquo;t see the forest through the trees.<\/li>\n<li>it was not the intent to export every possible intermediar result of the calculations (like in a full-fledged calculation note). By consequence, some knowledge of reinforcements calculations is required to understand the output. More on that further down this article.<\/li>\n<\/ul>\n<\/li>\n<li>To maintain oversight in the exported data, use this feature only on \u00ab\u00a0<strong>small\u00a0\u00bb models<\/strong>. Meaning a model&#8230;\n<ul>\n<li>with forces either in or out of the plane. Not a combination of both.<\/li>\n<li>with limited combinations<br \/>\nWe recommend having one ULS, one SLS RC and one SLS QP combination. Delete all other combinations.<br \/>\nIf you&rsquo;d keep all combinations, again, you wouldn&rsquo;t see the forest through the trees.<\/li>\n<li>with limited mesh nodes.<br \/>\nWe recommend making a dummy bar element with constant internal forces, so you can set the number of mesh divisions to &lsquo;1&rsquo;.<\/li>\n<\/ul>\n<\/li>\n<li>This feature was created with\u00a0<strong>EN 1992-1-1<\/strong>-rules in mind.<br \/>\nIt is not our intent to expand this feature to other standards.<\/li>\n<li>Is this feature \u00ab\u00a0finished\u00a0\u00bb?<br \/>\nNo, but we had to start somewhere.<\/li>\n<\/ul>\n<\/div><\/div> <\/div>\n<h2>2. How to interpret the results?<\/h2>\n<h3>2.1. Longitudinal reinforcement<\/h3>\n<h4>Example 1: pure compression and simple bending<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1054071282?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-03-longitudonal-reinforcement-in-column-under-pure-compression\/\" target=\"_blank\" rel=\"noopener\">DC EC 03<\/a> (pure compression) and <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-02-longitudonal-reinforcement-in-beam-under-pure-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 02<\/a> (simple bending).<\/p>\n<h4>Example 2: longitudinal reinforced based on an enveloppe<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1055128902?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 05<\/a> (reinforcement in a beam loaded with axial force and bending moment).<\/p>\n<h3>2.2. Second order effects<\/h3>\n<h4>Example 3: buckling verification<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1054071304?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-06-2nd-order-effect-in-a-column\/\" target=\"_blank\" rel=\"noopener\">DC EC 06<\/a> (second order effects\/ buckling) and <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 05<\/a> (reinforcement in an element loaded with axial compression and bending moment).<\/p>\n<h3>2.3. Shear &amp; torsion<\/h3>\n<h4>Example 4: Vertical stirrups<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1054071332?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-01-shear-reinforcement-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 01<\/a> (beam that requires vertical stirrups).<\/p>\n<h4>Example 5: Inclinded stirrups<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1054071357?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-09-shear-reinforcement-under-45-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 09<\/a> (beam that requires included stirrups).<\/p>\n<h4>Example 6: Reinforcement due to shear &amp; torsion<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1055128879?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=en-x-autogen\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-07-reinforcement-in-beam-shear-and-torsion-uls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 07<\/a> (beam loaded with bending moment, shear and torsion).<br \/>\n<\/div>\n<div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"NL\">\n<h2>1. Hoe maak je de export?<\/h2>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339651?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<div class=\"su-accordion su-u-trim\"><div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>Over de export ... <\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">\n<ul>\n<li>Deze functie is beschikbaar in Diamonds 2025 (of recenter).<\/li>\n<li>Deze functie werkt enkel voor staaf elementen (balken en kolom) in koude toestand.<br \/>\nHet werkt niet voor staven in combinatie met brand en ook niet voor funderingszolen of oppervlakken (wanden en platen).<\/li>\n<li>Deze functie werd ge\u00efmplementeerd om de gebruiker meer inzicht te geven in de wapeningsberekeningen van Diamonds, maar&#8230;\n<ul>\n<li>het was niet de bedoeling dat de export kon dienen al een volwaardige rekennota.<br \/>\nJe zal snel genoeg merken dat alle data exporteren, voor alle elementen, geen zinvolle export is. Want je zou het bos niet meer door de bomen zien.<\/li>\n<li>het was niet de bedoeling om ieder mogelijk tussenresultaat te exporteren (zoals het geval is bij een volwaardige rekennota). Bij gevolg is enige kennis over wapeningsberekeningen vereist om de export te begrijpen. Meer daarover verder in dit artikel.<\/li>\n<\/ul>\n<\/li>\n<li>Om het overzicht in de exporteerde data te behouden, raden we aan om deze functie enkel te gebruiken op \u00ab\u00a0<strong>kleine<\/strong>\u00a0\u00bb <strong>modellen<\/strong>. Waarmee we bedoelen&#8230;\n<ul>\n<li>met krachtswerking ofwel in ofwel uit het vlak. Niet een combinatie van beiden.<\/li>\n<li>met een beperkt aantal combinaties<br \/>\nWe raden aan om maar \u00e9\u00e9n UGT FC, \u00e9\u00e9n BGT ZC en \u00e9\u00e9n BGT QP combinatie over te houden. Verwijder alle andere combinaties.<br \/>\nMocht je alle combinaties houden, zou je opnieuw het bos niet meer door de bomen zien.<\/li>\n<li>met een beperkt aantal meshknopen.<br \/>\nWe raden aan om een dummy staaf te maken met constante interne krachten zodat het aantal meshverdelingen op &lsquo;1&rsquo; kan staan.<\/li>\n<\/ul>\n<\/li>\n<li>Deze functie werd gemaakt met de regels uit <strong>EN 1992-1-1 (Eurocode 2) <\/strong>in gedachten.<br \/>\nHet is niet de bedoeling om deze functie uit te breiden naar andere normen.<\/li>\n<li>Is deze functie \u00ab\u00a0af\u00a0\u00bb?<br \/>\nNee, maar we moesten ergens beginnen.<\/li>\n<\/ul>\n<\/div><\/div> <\/div>\n<h2>2. Hoe interpreteer je de resultaten?<\/h2>\n<h3>2.1. Langswapening<\/h3>\n<h4>Voorbeeld 1: zuivere druk en enkelvoudige buiging<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339671?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link naar <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-03-longitudonal-reinforcement-in-column-under-pure-compression\/\" target=\"_blank\" rel=\"noopener\">DC EC 03<\/a> (zuivere druk) en <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-02-longitudonal-reinforcement-in-beam-under-pure-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 02<\/a> (enkelvoudige buiging).<\/p>\n<h4>Voorbeeld 2: langswapening op basis van een omhullende<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339702?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link naar\u00a0<a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 05<\/a> (wapening in een element belast op normaalkracht en moment).<\/p>\n<h3>2.2. Tweede orde effecten<\/h3>\n<h4>Voorbeeld 3: knikcontrole<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339719?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link naar <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-06-2nd-order-effect-in-a-column\/\" target=\"_blank\" rel=\"noopener\">DC EC 06<\/a> (2e orde effecten\/knik controle in een kolom) en <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 05<\/a> (wapening in een element belast op normaalkracht en moment).<\/p>\n<h3>2.3. Dwarskracht &amp; torsie<\/h3>\n<h4>Voorbeeld 4: verticale beugels<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339748?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link naar <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-01-shear-reinforcement-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 01<\/a> (balk die verticale beugels vereist).<\/p>\n<h4>Voorbeeld 5: hellende beugels<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339783?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link naar <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-09-shear-reinforcement-under-45-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 09<\/a> (balk die hellende beugels vereist).<\/p>\n<h4>Voorbeeld 6: wapening t.g.v. dwarskracht en torsie<\/h4>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1052339829?title=0&amp;byline=0&amp;portrait=0&amp;color=ffffff&amp;autoplay=0&amp;dnt=0&amp;muted=0&amp;texttrack=\" frameborder=\"0\" allow=\"autoplay; fullscreen\" allowfullscreen title=\"\"><\/iframe><\/div>\n<p>Link naar <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-07-reinforcement-in-beam-shear-and-torsion-uls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 07<\/a> (balk belast op buigend moment, dwarskracht en torsie).<\/p>\n<\/div>\n<div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"FR\">\n<h2>1. Comment faire l&rsquo;exportation des r\u00e9sultats interm\u00e9diaires?<\/h2>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1054071251?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<div class=\"su-accordion su-u-trim\"><div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>\u00c0 propos de l'exportation ... <\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">\n<ul>\n<li>Cette fonctionnalit\u00e9 est impl\u00e9ment\u00e9e dans Diamonds 2025 (ou plus r\u00e9cent).<\/li>\n<li>Cette fonctionnalit\u00e9 ne fonctionne que pour les <strong>\u00e9l\u00e9ments de barres <\/strong> (poutres et poteaux) \u00e0 froid.<br \/>\nCela ne fonctionne pas non plus pour les semelles ou les \u00e9l\u00e9ments de surface.<\/li>\n<li>Cette fonctionnalit\u00e9 a \u00e9t\u00e9 ajout\u00e9e pour vous donner une meilleure compr\u00e9hension des calculs des armatures dans Diamonds. Mais &#8230;\n<ul>\n<li>l&rsquo;intention n&rsquo;\u00e9tait pas d&rsquo;exporter <strong>une note de calcul compl\u00e8te<\/strong>.<br \/>\nVous d\u00e9couvrirez assez t\u00f4t qu\u2019exporter toutes les donn\u00e9es, pour tous les \u00e9l\u00e9ments, n\u2019est pas une chose significative \u00e0 faire. Cela rendrait l\u2019exportation complexe \u00e0 interpr\u00e9ter.<\/li>\n<li>l&rsquo;intention n&rsquo;\u00e9tait pas d&rsquo;exporter tous les r\u00e9sultats interm\u00e9diaires possibles des calculs (comme dans une note de calcul compl\u00e8te). Par cons\u00e9quent, une certaine connaissance des calculs de renforcement est n\u00e9cessaire pour comprendre le r\u00e9sultat. Plus d&rsquo;informations \u00e0 ce sujet plus loin dans cet article.<\/li>\n<\/ul>\n<\/li>\n<li>Pour garder la surveillance des donn\u00e9es export\u00e9es, utilisez cette fonctionnalit\u00e9 uniquement sur les \u00ab\u00a0<strong>petits\u00a0\u00bb mod\u00e8les<\/strong>. C&rsquo;est-\u00e0-dire un mod\u00e8le&#8230;\n<ul>\n<li>avec des forces internes dans ou hors le plan. Pas une combinaison des deux.<\/li>\n<li>avec des combinaisons limit\u00e9es<br \/>\nNous recommandons d&rsquo;avoir une combinaison ELU, une ELS RC et ELS SLS QP. Supprimez toutes les autres combinaisons.<\/li>\n<li>avec des n\u0153uds de maillage limit\u00e9s.<br \/>\nNous recommandons de r\u00e9aliser une barre fictive avec des efforts internes constants, afin que vous puissiez d\u00e9finir le nombre de divisions de maillage sur \u00ab 1 \u00bb.<\/li>\n<\/ul>\n<\/li>\n<li>Cette fonctionnalit\u00e9 a \u00e9t\u00e9 cr\u00e9\u00e9e pour les r\u00e8gles dans <strong>EN 1992-1-1<\/strong>.<br \/>\nNous n&rsquo;avons pas l&rsquo;intention d&rsquo;\u00e9tendre cette fonctionnalit\u00e9 \u00e0 d&rsquo;autres normes.<\/li>\n<li>Cette fonctionnalit\u00e9 est-elle \u00ab\u00a0termin\u00e9e\u00a0\u00bb?<br \/>\nNon, mais il fallait bien commencer quelque part.<\/li>\n<\/ul>\n<\/div><\/div> <\/div>\n<h2>2. Comment interpr\u00e9ter les r\u00e9sultats?<\/h2>\n<h3>2.1. Armatures longitudinales<\/h3>\n<h4>Exemple 1: compression pure et flexion simple<\/h4>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1054071282?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<p>Lien vers <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-03-longitudonal-reinforcement-in-column-under-pure-compression\/\" target=\"_blank\" rel=\"noopener\">DC EC 03<\/a> (compression pure) et <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-02-longitudonal-reinforcement-in-beam-under-pure-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 02<\/a> (flexion simple).<\/p>\n<h4>Exemple 2: Armatures longitudinales bas\u00e9 sur une enveloppe<\/h4>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1055128902?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<p>Lien vers <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 05<\/a> (poutre charg\u00e9e avec une force axiale et un moment de flexion).<\/p>\n<h3>2.2. Effets de second ordre<\/h3>\n<h4>Exemple 3: v\u00e9rification de flambement<\/h4>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1054071304?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<p><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-06-2nd-order-effect-in-a-column\/\" target=\"_blank\" rel=\"noopener\">Lien vers DC EC 06<\/a> (effets de second ordre\/ flambement).<\/p>\n<h3>2.3. Cisaillement et torsion<\/h3>\n<h4>Exemple 4: \u00c9triers verticaux<\/h4>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1054071332?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<p>Lien vers <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-01-shear-reinforcement-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 01<\/a> (poutre n\u00e9cessitant des \u00e9triers verticaux).<\/p>\n<h4>Exemple 5: \u00c9triers inclin\u00e9s<\/h4>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1054071357?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<p>Lien vers <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-09-shear-reinforcement-under-45-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 09<\/a> (poutre n\u00e9cessitant des \u00e9triers inclin\u00e9s).<\/p>\n<h4>Exemple 6: Armatures d\u00fb au cisaillement et \u00e0 la torsion<\/h4>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1055128879?texttrack=fr&audiotrack=fr\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\" style=\"position:absolute;top:0;left:0;width:100%;height:100%;\" title=\"TR_EN_VIDEO 0\"><\/iframe><\/div>\n<p>Lien vers <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-07-reinforcement-in-beam-shear-and-torsion-uls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 07<\/a> (poutre charg\u00e9e de moment de flexion, de cisaillement et de torsion).<\/p>\n<\/div><\/div><\/div>\n<h3>FAQ<\/h3>\n<div class=\"su-accordion su-u-trim\">\n<div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>What is \u03b1 in the export?<\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">\n<p>When a cross-section is loaded with double bending, Diamonds will determine the resulting moment <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-7fe7a84ebafdc9de636bd6297b58730a_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#77;&#95;&#82;\" title=\"Rendered by QuickLaTeX.com\" height=\"15\" width=\"28\" style=\"vertical-align: -3px;\"\/>.<\/p>\n<p>If the local axis of the bars has its default orientation, meaning you didn\u2019t play with the button <img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone size-full wp-image-3363\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2018\/08\/ButtonRotateSection.jpg\" alt=\"\" width=\"34\" height=\"36\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2018\/08\/ButtonRotateSection.jpg 34w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2018\/08\/ButtonRotateSection-33x35.jpg 33w\" sizes=\"(max-width: 34px) 100vw, 34px\" \/>, <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-5f44d9bbc8046069be4aa2989bff19aa_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#92;&#97;&#108;&#112;&#104;&#97;\" title=\"Rendered by QuickLaTeX.com\" height=\"8\" width=\"11\" style=\"vertical-align: 0px;\"\/> is the angle between the local z&rsquo;-axis and the resulting moment, seen counterclockwise.<\/p>\n<p><img decoding=\"async\" loading=\"lazy\" class=\"wp-image-14766 aligncenter\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2024\/08\/Tussenresultaten1.png\" alt=\"\" width=\"300\" height=\"275\" \/><\/p>\n<\/div><\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>FAQ<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[68],"ht-kb-tag":[1348,999,998],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/7634"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=7634"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/7634\/revisions"}],"predecessor-version":[{"id":27470,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/7634\/revisions\/27470"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=7634"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=7634"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=7634"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}