{"id":28069,"date":"2025-09-18T08:58:32","date_gmt":"2025-09-18T08:58:32","guid":{"rendered":"https:\/\/support.buildsoft.eu\/docs\/12build\/dans-le-coup\/dimensionnement-dune-poutre-continue\/conception-dune-poutre-en-bois\/"},"modified":"2026-03-16T08:07:13","modified_gmt":"2026-03-16T08:07:13","slug":"conception-dune-poutre-en-bois","status":"publish","type":"docs","link":"https:\/\/support.buildsoft.eu\/fr\/docs\/12build\/au-travail\/dimensionnement-dune-poutre-continue\/conception-dune-poutre-en-bois\/","title":{"rendered":"Conception d&rsquo;une poutre en bois"},"content":{"rendered":"\n<p style=\"font-size:16px\">Utilisez \u00e0 nouveau l&rsquo;ic\u00f4ne <img decoding=\"async\" class=\"wp-image-7361\" style=\"width: 20px;\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/04\/KnpoKopi%C3%ABren.png\" alt=\"\"\/> dans la barre d&rsquo;outils pour cr\u00e9er une copie de la poutre en b\u00e9ton existante sous le nom de poutre en bois.<\/p>\n\n<p style=\"font-size:16px\">Le dimensionnement optimal de la poutre en bois peut \u00eatre lanc\u00e9 en cliquant sur l&rsquo;ic\u00f4ne <img decoding=\"async\" loading=\"lazy\" width=\"28\" height=\"28\" class=\"wp-image-7379\" style=\"width: 24px;\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/04\/KnpoHout.png\" alt=\"\"\/>. Comme pour la poutre en b\u00e9ton, vous pouvez d\u00e9finir la section en termes de largeur et de hauteur. En outre, vous pouvez \u00e9galement choisir des sections \u00e0 partir d&rsquo;une biblioth\u00e8que de profils et d\u00e9terminer la section la plus optimale dans une classe particuli\u00e8re. Pour cela, il faut bien s\u00fbr que vous indiquiez la classe de r\u00e9sistance appropri\u00e9e. Nous choisissons par exemple le groupe de profils 22 et fixons la d\u00e9viation maximale \u00e0 1\/200.<\/p>\n<div class=\"wp-block-image\">\n<figure class=\"aligncenter size-full is-resized\"><a href=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/image-93.png\"><img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/image-93.png\" alt=\"\" class=\"wp-image-18169\" width=\"440\" height=\"390\"\/><\/a><\/figure><\/div>\n<p style=\"font-size:16px\">1-2-Build donne l&rsquo;avertissement suivant pendant le calcul :<\/p>\n<div class=\"wp-block-image\">\n<figure class=\"aligncenter size-full\"><a href=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/image-94.png\"><img decoding=\"async\" loading=\"lazy\" width=\"577\" height=\"356\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/image-94.png\" alt=\"\" class=\"wp-image-18170\"\/><\/a><\/figure><\/div>\n<p style=\"font-size:16px\">La section transversale du profil\u00e9 est trop petite pour r\u00e9pondre \u00e0 l&rsquo;exigence de d\u00e9flexion relative. En bas \u00e0 droite de 1-2-Build, un panneau d&rsquo;avertissement est affich\u00e9. Les sections sont accompagn\u00e9es d&rsquo;une t\u00eate de mort parce que les exigences relatives \u00e0 la v\u00e9rification de la r\u00e9sistance et du flambement n&rsquo;ont pas \u00e9t\u00e9 respect\u00e9es.<\/p>\n<div class=\"wp-block-image\">\n<figure class=\"aligncenter size-full\"><a href=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/image-95.png\"><img decoding=\"async\" loading=\"lazy\" width=\"1071\" height=\"724\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/image-95.png\" alt=\"\" class=\"wp-image-18172\"\/><\/a><\/figure><\/div>\n<p style=\"font-size:16px\">Le calcul doit \u00eatre refait avec un profil plus lourd.<\/p>\n","protected":false},"featured_media":0,"parent":18222,"menu_order":5,"comment_status":"closed","ping_status":"closed","template":"","doc_tag":[],"comment_count":0,"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/28069"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/docs"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=28069"}],"version-history":[{"count":1,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/28069\/revisions"}],"predecessor-version":[{"id":28070,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/28069\/revisions\/28070"}],"up":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/18222"}],"next":[{"title":"Estimation des mat\u00e9riaux","link":"https:\/\/support.buildsoft.eu\/fr\/docs\/12build\/au-travail\/dimensionnement-dune-poutre-continue\/estimation-des-materiaux\/","href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/28067"}],"prev":[{"title":"Conception d'une poutre en b\u00e9ton arm\u00e9","link":"https:\/\/support.buildsoft.eu\/fr\/docs\/12build\/au-travail\/dimensionnement-dune-poutre-continue\/conception-dune-poutre-en-beton-arme\/","href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/28060"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=28069"}],"wp:term":[{"taxonomy":"doc_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/doc_tag?post=28069"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}