{"id":23900,"date":"2026-02-23T20:48:00","date_gmt":"2026-02-23T20:48:00","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&#038;p=23900"},"modified":"2026-02-25T13:33:57","modified_gmt":"2026-02-25T13:33:57","slug":"how-to-show-the-advanced-intermediary-reinforcement-results","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/es\/knowledge-base\/how-to-show-the-advanced-intermediary-reinforcement-results\/","title":{"rendered":"How to show the advanced intermediary reinforcement results"},"content":{"rendered":"<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. What are the advanced intermediate results?<\/h2>\n<p>Since Diamonds 2025, it has been possible to request the intermediate results of a Eurocode reinforcement calculation in bars via a .txt file. This article explains how to do this.<\/p>\n<p>The disadvantage of the .txt file is that it is not very clear: you can use it to understand the Diamonds results, but it cannot serve as a calculation report.<br \/>\nThe advanced intermediate results implemented in Diamonds 2026 can do this. The following videos each explain one aspect of this feature.<\/p>\n<h2><span class=\"HwtZe\" lang=\"en\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">2. How do you generate the advanced intermediate results?<\/span><\/span><\/span><\/h2>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166680537?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<h2>3. What is there to see?<\/h2>\n<h3>3.1. General<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166680572?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<h3>3.2. Verification ULS &amp; minimum longitudinal reinforcement<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166703139?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<h3>3.3. Verification Buckling<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166680617?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<h3>3.4. Verification SLS<\/h3>\n<p>Link to <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-10-stress-limites-in-beam-under-pure-bending-sls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 10<\/a> (beam loaded with pure bending and verification of stresses).<br \/>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166680657?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<h3>3.5. Verification Torsion<\/h3>\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 class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166680476?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<h3>3.5. Verification on Skull result<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1166680500?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>\n<div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"NL\">\n<h2>1.Wat zijn de geavanceerde tussenresultaten?<\/h2>\n<p>Sinds Diamonds 2025 is het mogelijk om de tussenresultaten van een wapeningsberekening volgens Eurocode in staven op te vragen via een txt-bestand. Dit artikel legt uit hoe je dat doet.<\/p>\n<p>Het nadeel aan de txt-bestand is dat het niet zo overzichtelijk is: je kan het gebruiken om de Diamonds-resultaten te begrijpen, maar het kan niet dienen als een berekeningsnota.<br \/>\nDe geavanceerde tussenresultaten die in Diamonds 2026 ge\u00efmplementeerd zijn, kunnen dat w\u00e9l. De volgende video\u2019s lichten telkens \u00e9\u00e9n aspect van deze feature toe.<\/p>\n<h2>2. Hoe genereer je de geavanceerde tussenresultaten?<\/h2>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096277?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<h2>3. Wat zie je allemaal?<\/h2>\n<h3>3.1. Algemeen<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096154?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<h3>3.2. Nazicht in UGT &amp; minimum langswapening<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096173?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<h3>3.3. Nazicht knik<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096197?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<h3>3.4. Nazicht in BGT<\/h3>\n<p>Link naar <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-10-stress-limites-in-beam-under-pure-bending-sls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 10<\/a> (balk belast op pure buiging waarvoor de spanningen gecontroleerd worden).<br \/>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096214?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<h3>3.5. Nazicht in Torsie<\/h3>\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).<br \/>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096232?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<h3>3.5. Nazicht bij een doodskop<\/h3>\n<div class=\"su-vimeo su-u-responsive-media-yes\"><iframe width=\"600\" height=\"400\" src=\"\/\/player.vimeo.com\/video\/1162096259?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>\n<div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"FR\">\n<h2>1. Que sont les r\u00e9sultats interm\u00e9diaires avanc\u00e9s&nbsp;?<\/h2>\n<p>Depuis Diamonds 2025, il est possible de demander les r\u00e9sultats interm\u00e9diaires d&#8217;un calcul d&#8217;armatures Eurocode (barres) via un fichier .txt. Cet article explique comment proc\u00e9der.<\/p>\n<p>L&#8217;inconv\u00e9nient du fichier .txt est son manque de clart\u00e9&nbsp;: il permet de comprendre les r\u00e9sultats Diamonds, mais ne peut servir de rapport de calcul.<\/p>\n<p>Les r\u00e9sultats interm\u00e9diaires avanc\u00e9s, impl\u00e9ment\u00e9s dans Diamonds 2026, permettent de r\u00e9pondre \u00e0 ce besoin. Les vid\u00e9os suivantes expliquent chacune un aspect de cette fonctionnalit\u00e9.<\/p>\n<h2><span class=\"HwtZe\" lang=\"en\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">2. Comment g\u00e9n\u00e9rez-vous les r\u00e9sultats interm\u00e9diaires avanc\u00e9s&nbsp;?<\/span><\/span><\/span><\/h2>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166680537?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<h2><span class=\"HwtZe\" lang=\"fr\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">3. Que peut-on observer?<\/span><\/span><\/span><\/h2>\n<h3>3.1. G\u00e9n\u00e9ral<\/h3>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166680572?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<h3>3.2. <span class=\"HwtZe\" lang=\"fr\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">V\u00e9rification ULS et armatures longitudinales minimales<\/span><\/span><\/span><\/h3>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166703139?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<h3>3.3. V\u00e9rification Flambement<\/h3>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166680617?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<h3>3.4. V\u00e9rification ELS<\/h3>\n<p>Lien vers <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-10-stress-limites-in-beam-under-pure-bending-sls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 10<\/a> (<span class=\"HwtZe\" lang=\"fr\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">poutre soumise \u00e0 une flexion pure et v\u00e9rification des contraintes<\/span><\/span><\/span>).<br \/>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166680657?texttrack=en&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<h3>3.5. V\u00e9rification Torsion<\/h3>\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> (<span class=\"HwtZe\" lang=\"fr\"><span class=\"jCAhz ChMk0b\"><span class=\"ryNqvb\">poutre soumise \u00e0 un moment de flexion, un effort tranchant et une torsion<\/span><\/span><\/span>).<br \/>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166680476?texttrack=en&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<h3>3.5. V\u00e9rification sur Crane<\/h3>\n<div style=\"padding:53.75% 0 0 0;position:relative;\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1166680500?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><\/div><\/div>\n","protected":false},"excerpt":{"rendered":"","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\/es\/wp-json\/wp\/v2\/ht-kb\/23900"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/comments?post=23900"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/23900\/revisions"}],"predecessor-version":[{"id":23992,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/23900\/revisions\/23992"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/media?parent=23900"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-category?post=23900"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-tag?post=23900"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}