{"id":2309,"date":"2026-04-27T12:59:35","date_gmt":"2026-04-27T12:59:35","guid":{"rendered":"https:\/\/protasoftware.com\/fr\/wiki\/poutre-alveolaire\/"},"modified":"2026-04-27T12:59:35","modified_gmt":"2026-04-27T12:59:35","slug":"poutre-alveolaire","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/fr\/support\/manuels-techniques\/poutre-alveolaire\/","title":{"rendered":"Poutre alv\u00e9olaire"},"content":{"rendered":"<div>\n<p class=\"MsoNormal\"><span lang=\"EN-US\">Une poutre ajour\u00e9e est cr\u00e9\u00e9e en sectionnant longitudinalement l&rsquo;\u00e2me d&rsquo;un profil\u00e9 en I selon un motif pr\u00e9cis. L&rsquo;objectif est de s\u00e9parer la poutre puis de la ressouder avec une \u00e2me plus haute. Ces poutres sont class\u00e9es selon la forme des ouvertures de l&rsquo;\u00e2me. Les formes courantes sont hexagonale, circulaire (dite cellulaire), octogonale et losange.<\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-US\"><\/span><\/p>\n<div>Les poutres ajour\u00e9es sont utiles en cas de hauteur limit\u00e9e. Les ouvertures de l&rsquo;\u00e2me facilitent le passage des gaines et tuyauteries. Ces avantages ont toutefois une contrepartie. Les ouvertures introduisent des m\u00e9canismes de rupture suppl\u00e9mentaires. Il faut donc v\u00e9rifier l&rsquo;effet Vierendeel, le cisaillement horizontal, le cisaillement vertical et le voilement du montant d&rsquo;\u00e2me. Les propri\u00e9t\u00e9s de section utilis\u00e9es en analyse par \u00e9l\u00e9ments finis diff\u00e8rent aussi de celles des poutres pleines classiques.<\/div>\n<\/p>\n<div><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-68cf990e1363579dde2a66d3a982740b.png\"><\/div>\n<\/div>\n<div>\n<div><\/div>\n<h2 class=\"toc_anchors\" id=\"Inserting_a_Castellated_Beam\"><a name=\"_Toc171288492\"><span lang=\"EN-US\"><span class=\"colour\">Insertion d&rsquo;une poutre ajour\u00e9e<\/span><\/span><\/a><br \/><\/h2>\n<div>\n<p class=\"MsoNormal\"><span lang=\"EN-US\">Pour ins\u00e9rer une poutre ajour\u00e9e en acier :<\/span><\/p>\n<div><span lang=\"EN-US\">1.&nbsp;<\/span><span style=\"text-indent: -18pt\">S\u00e9lectionnez la commande Poutre acier dans l&rsquo;onglet du ruban <\/span><b style=\"text-indent: -18pt\">Mod\u00e9lisation &gt; Ossature<\/b><span style=\"text-indent: -18pt\">.<\/span><\/div>\n<div><\/div>\n<div><span style=\"text-indent: -18pt\"><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-f0294c2cb519f7d5cf440ecc231e4527.png\"><\/span><\/div>\n<div><\/div>\n<div>2.&nbsp;<span style=\"text-indent: -17.85pt\" lang=\"EN-US\">Ins\u00e9rez un \u00e9l\u00e9ment d&rsquo;ossature <b>lin\u00e9aire<\/b> ou <b>courbe<\/b> comme d&rsquo;habitude.<\/span><\/div>\n<div><\/div>\n<div><span>3.&nbsp;<\/span><span style=\"text-indent: -17.85pt\" lang=\"EN-US\">Dans la fen\u00eatre <b>Propri\u00e9t\u00e9s de l&rsquo;ossature<\/b>, passez \u00e0 l&rsquo;onglet <b>Ajour\u00e9e<\/b>.<\/span><\/div>\n<p style=\"margin-left: 35.7pt;text-indent: -17.85pt\" class=\"MsoListParagraph\"><span lang=\"EN-US\"><\/span><\/p>\n<\/div>\n<div><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-9eaa7e484f5998e268988db3eefb56bf.png\"><\/div>\n<div><\/div>\n<div>4.&nbsp;<span style=\"text-indent: -18pt\" lang=\"EN-US\">Vous pouvez choisir une ouverture <b>Hexagonale<\/b> ou <b>Circulaire<\/b>.<\/span><\/div>\n<div>\n<div><span style=\"margin: 10px 0px;position: relative;padding: 10px 10px 10px 40px\" class=\"KB_New_Editor_Highlights\"><img decoding=\"async\" alt=\"Notes\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-ace8d48132589eee3c32e8a82182d3d4.png\" data-type=\"non-resize\" style=\"position: absolute;left: 12px;top: 14px;width: 15px;max-width: 100%\" data-image=\"contentStyle\"><\/p>\n<div>Les formulations de calcul normatives concernent les ouvertures circulaires (cellulaires) et hexagonales. Les ouvertures rectangulaires ne sont donc pas prises en charge.<\/div>\n<p><\/span><\/div>\n<div><\/div>\n<\/div>\n<\/div>\n<div>5.&nbsp;Placez les ouvertures en indiquant leur Nombre ou leur Espacement libre. Vous pouvez aussi indiquer le D\u00e9calage de d\u00e9but et le D\u00e9calage de fin.<\/div>\n<div><\/div>\n<div>\n<div><span lang=\"EN-US\"><\/p>\n<div>6. Indiquez aussi les dimensions des ouvertures d&rsquo;\u00e2me avec les champs <b>Largeur<\/b>, <b>Hauteur<\/b> ou <b>Diam\u00e8tre<\/b>.<\/div>\n<p><\/span><\/div>\n<\/div>\n<div><span style=\"margin: 10px 0px;position: relative;padding: 10px 10px 10px 40px\" class=\"KB_New_Editor_Highlights\"><img decoding=\"async\" alt=\"Alert\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-01ab98bd5669772a214db9ef933840d7.png\" data-type=\"non-resize\" style=\"position: absolute;left: 12px;top: 14px;width: 15px;max-width: 100%\" data-image=\"contentStyle\"><\/p>\n<div><span>Important :<\/span><\/div>\n<div>Lors de l&rsquo;insertion de la poutre ajour\u00e9e en acier, choisissez un profil\u00e9 lamin\u00e9 \u00e0 chaud ou un profil\u00e9 reconstitu\u00e9 correspondant \u00e0 la hauteur finale du profil\u00e9. <\/div>\n<div>Si le profil\u00e9 final doit avoir une hauteur de 460 mm apr\u00e8s d\u00e9coupe et soudage, choisissez par exemple un profil\u00e9 lamin\u00e9 \u00e0 chaud W18x46. Ne choisissez pas le profil\u00e9 d&rsquo;origine avant d\u00e9coupe.<\/div>\n<p><\/span><\/div>\n<div>\n<div><span lang=\"EN-US\"><\/p>\n<div><\/div>\n<div>7. Vous pouvez fermer certaines ouvertures. Indiquez alors leur num\u00e9ro d&rsquo;ordre. Pour fermer la deuxi\u00e8me, la troisi\u00e8me et la cinqui\u00e8me ouverture, entrez <b>2, 3, 5<\/b> dans le champ <b>Trous ferm\u00e9s<\/b>. Cela n&rsquo;a aucun effet sur l&rsquo;analyse ni sur le calcul. Elle sert uniquement \u00e0 la mise en plans.<\/div>\n<p><\/span><\/p>\n<\/div>\n<div><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-0862f9484027d886f535e92863013a2f.png\"><\/div>\n<div><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-8121f7a3ea4228b59325abe95347f707.png\"><\/div>\n<div><\/div>\n<div>\n<h2 class=\"toc_anchors\" id=\"Design_of_Non-Composite_Castellated_Beams\"><a name=\"_Toc171288493\"><span lang=\"EN-US\"><span class=\"colour\">Calcul des poutres ajour\u00e9es non mixtes<\/span><\/span><\/a><br \/><\/h2>\n<div>Les poutres ajour\u00e9es et cellulaires comportent un grand nombre d&rsquo;ouvertures d&rsquo;\u00e2me. Elles ne peuvent donc pas \u00eatre trait\u00e9es comme des \u00e9l\u00e9ments \u00e0 \u00e2me pleine ou \u00e0 ouvertures isol\u00e9es. Ce sont des \u00e9l\u00e9ments structuraux fortement hyperstatiques. Ils ne se pr\u00eatent pas \u00e0 une m\u00e9thode d&rsquo;analyse simple. <span style=\"font-size: 15px\">Le calcul des poutres ajour\u00e9es ou cellulaires doit examiner les \u00e9tats limites suivants :<\/span><\/div>\n<ol>\n<li style=\"list-style-type: decimal\"><span style=\"text-indent: -18pt\">Compacit\u00e9 et voilement local<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span style=\"text-indent: -18pt\">R\u00e9sistance globale en flexion de la poutre<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span style=\"text-indent: -18pt\">Flexion Vierendeel des t\u00e9s<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span>Voilement du montant d&rsquo;\u00e2me<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span>Traction\/compression axiale<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span>Cisaillement horizontal<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span>Cisaillement vertical<\/span><\/li>\n<li style=\"list-style-type: decimal\"><span>D\u00e9versement<\/span><\/li>\n<\/ol>\n<p><span lang=\"EN-US\"><\/span><\/p>\n<p class=\"MsoNormal\"><span lang=\"EN-US\">La premi\u00e8re \u00e9tape du calcul des poutres ajour\u00e9es et cellulaires consiste \u00e0 d\u00e9terminer le moment fl\u00e9chissant et l&rsquo;effort tranchant globaux. Ces efforts sont calcul\u00e9s \u00e0 chaque ouverture et \u00e0 chaque montant d&rsquo;\u00e2me sous les charges externes. On les appelle les efforts globaux. Ces efforts globaux permettent de calculer les efforts locaux dans les t\u00e9s sup\u00e9rieur et inf\u00e9rieur, les montants d&rsquo;\u00e2me et la section brute. Les composants de la poutre (t\u00e9s et montants d&rsquo;\u00e2me) sont ensuite v\u00e9rifi\u00e9s \u00e0 la rupture sous ces efforts locaux.<\/span><\/p>\n<\/div>\n<\/div>\n<div><span style=\"margin: 10px 0px;position: relative;padding: 10px 10px 10px 40px\" class=\"KB_New_Editor_Highlights\"><img decoding=\"async\" alt=\"Alert\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-01ab98bd5669772a214db9ef933840d7.png\" data-type=\"non-resize\" style=\"position: absolute;left: 12px;top: 14px;width: 15px;max-width: 100%\" data-image=\"contentStyle\"><\/p>\n<div>\n<div>Important<\/div>\n<div> ProtaStructure 2026 effectue les v\u00e9rifications des poutres ajour\u00e9es selon l&rsquo;<b>Eurocode 3<\/b>,&nbsp;l&rsquo;<b>AISC360<\/b><br \/>\net le <b>Turkish Steel Design Code.<\/b>&nbsp;<\/div>\n<div><span><br \/><\/span><\/div>\n<div><span>ProtaStructure<br \/>\nne prend actuellement en charge que les poutres ajour\u00e9es non mixtes.&nbsp;<br \/><\/span><\/div>\n<div>\n<div>\n<p class=\"MsoNormal\"><span class=\"colour\">[<i>R\u00e9f\u00e9rence : AISC Design Guide 31 \u2013 Castellated and<br \/>\nCellular Beam Design<\/i>]<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n<p><\/span><\/div>\n<div>\n<div>\n<p class=\"MsoNormal\"><span class=\"colour\"><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-fa7a57df26ddd4111cbb2db6275c31e8.png\"><\/span><\/p>\n<div><font color=\"#0070c0\"><span class=\"colour\"><i>R\u00e9sultats d&rsquo;analyse d&rsquo;un mod\u00e8le incluant des poutres ajour\u00e9es non mixtes<\/i><\/span><\/font><\/div>\n<div><\/div>\n<div><\/div>\n<div><font color=\"#0070c0\"><span class=\"colour\"><img decoding=\"async\" data-zdeskdocselectedclass=\"original\" class=\"docsimage\" data-zdeskdocid=\"img_7205750666021908\" style=\"padding: 0px;max-width: 100%;width: 1021px;height: auto\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-c3c866d27a5d49fc13e5c2f26bbe67c2.png\"><\/span><\/font><\/div>\n<div>\n<p class=\"ResimMetni\"><span lang=\"EN-US\"><i>Interface de calcul des poutres ajour\u00e9es en acier et rapport d\u00e9taill\u00e9 dans ProtaStructure<\/i><\/span><\/p>\n<div><\/div>\n<\/div>\n<\/div>\n<\/div>\n<div>\n<h2 class=\"toc_anchors\" id=\"Detailing\"><a name=\"_Toc171288494\"><span lang=\"EN-US\"><span class=\"colour\">Mise en plans<\/span><\/span><\/a><br \/><\/h2>\n<div><span style=\"font-size: 15px\">Les ouvertures d&rsquo;\u00e2me sont transmises automatiquement \u00e0 ProtaSteel pour la mise en plans. Elles sont d\u00e9finies par un objet de d\u00e9coupe. Vous pouvez donc les modifier facilement si besoin.<\/span><\/div>\n<div><\/div>\n<div><img decoding=\"async\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-048605a850dfa9b9987583810be805b7.png\"><\/div>\n<div><span lang=\"EN-US\"><br \/><\/span><\/div>\n<\/div>\n<div>\n<div>\n<div>\n<p class=\"ResimMetni\"><span lang=\"EN-US\"><br \/><\/span><\/p>\n<\/div>\n<div><\/div>\n<\/div>\n<p style=\"text-indent: -18pt\" class=\"MsoListParagraph\">\n<div><\/div>\n<div><\/div>\n<\/div>\n<div><\/div>\n<div>\n<p style=\"margin-bottom: 8pt;line-height: 107%\" align=\"left\" class=\"MsoNormal\"><span lang=\"EN-US\"><br \/><\/span><\/p>\n<\/div>\n<div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Une poutre ajour\u00e9e est cr\u00e9\u00e9e en sectionnant longitudinalement l&rsquo;\u00e2me d&rsquo;un profil\u00e9 en I selon un motif pr\u00e9cis. L&rsquo;objectif est de s\u00e9parer la poutre puis de&hellip;<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[48],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-2309","wiki","type-wiki","status-publish","hentry","category-structural-modelling"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.9 (Yoast SEO v27.9) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Poutre alv\u00e9olaire : d\u00e9finition, calcul et dimensionnement<\/title>\n<meta name=\"description\" content=\"La poutre alv\u00e9olaire est un profil\u00e9 en acier \u00e0 \u00e2me hexagonale. 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