{"id":34458,"date":"2026-10-30T00:06:01","date_gmt":"2026-10-29T23:06:01","guid":{"rendered":"https:\/\/starmodul.com\/?page_id=34458"},"modified":"2026-10-30T11:14:38","modified_gmt":"2026-10-30T10:14:38","slug":"resistance-assemblages-calcul-structure","status":"publish","type":"page","link":"https:\/\/starmodul.com\/fr\/resistance-assemblages-calcul-structure\/","title":{"rendered":"R\u00e9sistance des assemblages StarModul : donn\u00e9es pour le calcul de structure"},"content":{"rendered":"<div class=\"product\"><div class=\"product\">\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"34458\" class=\"elementor elementor-34458 elementor-34453 elementor-bc-flex-widget\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0c7fd19 e-con-boxed e-flex e-con e-parent\" data-id=\"0c7fd19\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-40657a0 elementor-widget elementor-widget-html\" data-id=\"40657a0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<style>\n.smr{--n:#0f2a52;--o:#F39200;--t:#334155;--b:#e2e8f0;color:var(--t);font-size:16px;line-height:1.65;max-width:1100px;margin:0 auto}\n.smr h1{color:var(--n);font-size:40px;line-height:1.12;font-weight:800;margin:0 0 16px}\n.smr h2{color:var(--n);font-size:30px;line-height:1.18;font-weight:800;margin:0 0 14px}\n.smr h3{color:var(--n);font-size:19px;line-height:1.3;font-weight:700;margin:22px 0 8px}\n.smr .eb{color:var(--o);font-size:12px;font-weight:800;letter-spacing:1px;text-transform:uppercase;margin:0 0 8px}\n.smr p{margin:0 0 12px}.smr ul{margin:0 0 12px 20px;padding:0}.smr li{margin:0 0 6px}\n.smr a{color:var(--n);font-weight:700}\n.smr .warn{background:#FFF8EE;border-left:4px solid var(--o);padding:16px 18px;border-radius:6px;margin:16px 0}\n.smr .tw{overflow-x:auto;-webkit-overflow-scrolling:touch;max-width:100%;margin:10px 0 16px;border:1px solid var(--b);border-radius:8px}\n.smr table{border-collapse:collapse;width:100%;min-width:560px;font-size:15px;background:#fff}\n.smr th,.smr table thead th{background:var(--n)!important;color:#fff;text-align:left;padding:9px 10px;font-weight:700;white-space:nowrap}\n.smr td{padding:8px 10px;border-top:1px solid var(--b);white-space:nowrap}\n.smr tr:nth-child(even) td{background:#f8fafc}\n.smr .nt{font-size:13px;color:#64748b;margin-top:-6px}\n.smr .btns{display:flex;flex-wrap:wrap;gap:10px;margin:18px 0 0}\n.smr .bt{display:inline-block;background:var(--o);color:#fff!important;padding:12px 18px;border-radius:6px;text-decoration:none;font-weight:700}\n.smr .bt2{background:transparent;color:var(--n)!important;border:2px solid var(--n)}\n.smr .cards{display:grid;grid-template-columns:repeat(auto-fit,minmax(240px,1fr));gap:14px;margin:12px 0}\n.smr .card{background:#fff;border:1px solid var(--b);border-radius:8px;padding:16px}\n.smr details{background:#fff;border:1px solid var(--b);border-radius:8px;padding:12px 14px;margin:10px 0}\n.smr summary{cursor:pointer;font-weight:700;color:var(--n)}\n@media(max-width:767px){.smr h1{font-size:29px}.smr h2{font-size:24px}.smr{font-size:15px}.smr table{font-size:14px}}\n<\/style><div class=\"smr\"><p class=\"eb\">Donn\u00e9es techniques \u00b7 Essais et calcul<\/p><h1>R\u00e9sistance des assemblages StarModul : donn\u00e9es pour le calcul de structure<\/h1><p>Cette page r\u00e9unit les donn\u00e9es que nous joignons \u00e0 nos devis pour le <strong>calcul de structure d\u2019une charpente m\u00e9tallique boulonn\u00e9e<\/strong> avec le syst\u00e8me StarModul : mat\u00e9riaux, charges de r\u00e9f\u00e9rence, la <strong>r\u00e9sistance des assemblages boulonn\u00e9s<\/strong> de la s\u00e9rie 1010 (traction, compression, cisaillement et moments), la visserie de renfort, les port\u00e9es indicatives, les contreventements et les essais de rupture.<\/p><div class=\"warn\"><strong>Important :<\/strong> les valeurs des assemblages sont des <strong>r\u00e9sultats d\u2019essais de laboratoire<\/strong> (laboratoire LERMA de l\u2019Universitat Polit\u00e8cnica de Catalunya, 2017\u20132018) avec un tube de 100\u00d7100\u00d72 mm, l\u2019\u00e9paisseur la plus fine. Ce sont des <strong>valeurs indicatives<\/strong>, pas des r\u00e9sistances de calcul. Chaque projet doit \u00eatre calcul\u00e9 par un ing\u00e9nieur selon la r\u00e9glementation applicable ; StarModul peut vous chiffrer le calcul de structure.<\/div><div class=\"btns\"><a class=\"bt\" href=\"\/fr\/contact\/\">Demander un devis de calcul<\/a><a class=\"bt bt2\" href=\"\/fr\/comment-cela-fonctionne-t-il\/\">Comment fonctionne le syst\u00e8me<\/a><a class=\"bt bt2\" href=\"\/fr\/assemblages-boulonnes-pour-les-structures-en-acier\/\">Voir les assemblages<\/a><\/div><\/div><script type=\"application\/ld+json\">{\"@context\":\"https:\/\/schema.org\",\"@type\":\"TechArticle\",\"headline\":\"R\u00e9sistance des assemblages StarModul : donn\u00e9es pour le calcul de structure\",\"inLanguage\":\"fr\",\"author\":{\"@type\":\"Organization\",\"name\":\"StarModul\"},\"publisher\":{\"@type\":\"Organization\",\"name\":\"StarModul Materials, S.L.U.\",\"url\":\"https:\/\/starmodul.com\/\"},\"datePublished\":\"2026-10-30\",\"dateModified\":\"2026-10-30\",\"mainEntityOfPage\":\"https:\/\/starmodul.com\/fr\/resistance-assemblages-calcul-structure\/\",\"description\":\"Tableau des charges des assemblages StarModul : traction, compression, cisaillement et moments des essais de rupture \u00e0 l\u2019UPC, mat\u00e9riaux, port\u00e9es indicatives et contreventements.\"}<\/script>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-67277ac e-con-boxed e-flex e-con e-parent\" data-id=\"67277ac\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5b57961 elementor-widget elementor-widget-html\" data-id=\"5b57961\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">1 \u00b7 G\u00e9n\u00e9ralit\u00e9s et mat\u00e9riaux<\/p><h2>Calcul de structure d\u2019une charpente m\u00e9tallique StarModul<\/h2><p>La structure est calcul\u00e9e comme un mod\u00e8le tridimensionnel unique. Les structures secondaires des pr\u00e9cadres de portes et fen\u00eatres ne sont pas incluses dans le mod\u00e8le global (dans le sens de la s\u00e9curit\u00e9), sauf si elles sont n\u00e9cessaires pour placer des contreventements comme les croix de Saint-Andr\u00e9. Le b\u00e2timent est con\u00e7u selon le Code technique espagnol (CTE) et les normes de structure et de b\u00e9ton en vigueur.<\/p><h3>Mat\u00e9riaux pris en compte dans le calcul<\/h3><div class=\"tw\"><table><tr><th>\u00c9l\u00e9ment<\/th><th>Mat\u00e9riau<\/th><th>fy (N\/mm\u00b2)<\/th><th>fu (N\/mm\u00b2)<\/th><th>Norme<\/th><\/tr><tr><td>Profils tubulaires 100\u00d72 et 100\u00d73<\/td><td>S250GD+Z<\/td><td>250<\/td><td>330<\/td><td>UNE-EN 10346<\/td><\/tr><tr><td>Profils om\u00e9ga form\u00e9s \u00e0 froid<\/td><td>S350GD+Z<\/td><td>350<\/td><td>420<\/td><td>UNE-EN 10346<\/td><\/tr><tr><td>Lamin\u00e9s, contreventements et platines<\/td><td>S275JR<\/td><td>275<\/td><td>430<\/td><td>UNE-EN 10025-2<\/td><\/tr><tr><td>Boulons ordinaires<\/td><td>Classe 8.8<\/td><td>640<\/td><td>800<\/td><td>UNE-EN ISO 898-1<\/td><\/tr><\/table><\/div><p class=\"nt\">Coefficients partiels : 1,00 ; 1,00 ; 1,25. Donn\u00e9es du document \u00ab Donn\u00e9es de base pour le calcul de structure avec le syst\u00e8me StarModul \u00bb. Dans les projets r\u00e9cents, le tube est aussi mod\u00e9lis\u00e9 en S280 ou S355 selon le certificat du lot.<\/p><h3>Certificats du tube structurel 100\u00d7100 mm<\/h3><div class=\"tw\"><table><tr><th>Tube<\/th><th>Acier et rev\u00eatement<\/th><th>Norme<\/th><th>Certificat<\/th><th>Re (MPa)<\/th><th>Rm (MPa)<\/th><\/tr><tr><td>100\u00d7100\u00d72 mm, 12 m<\/td><td>S350GD + ZM310 (zinc-magn\u00e9sium)<\/td><td>EN 10219-1\/-2<\/td><td>3.1 EN 10204 (2026)<\/td><td>487\u2013549<\/td><td>511\u2013615<\/td><\/tr><tr><td>100\u00d7100\u00d73 mm, 12 m<\/td><td>S350GD + ZM310 (zinc-magn\u00e9sium)<\/td><td>EN 10219-1\/-2<\/td><td>3.1 EN 10204 (2026)<\/td><td>467\u2013549<\/td><td>516\u2013615<\/td><\/tr><tr><td>100\u00d7100\u00d74 mm, 12 m<\/td><td>Galvanis\u00e9 Z275<\/td><td>EN 10305-5<\/td><td>2.2 EN 10204 (2026)<\/td><td>279\u2013318<\/td><td>371\u2013399<\/td><\/tr><\/table><\/div><p class=\"nt\">Valeurs minimales et maximales des coul\u00e9es certifi\u00e9es. Selon le certificat, le S350GD+ZM310 satisfait la nuance S355JR de l\u2019EN 10219.<\/p><h3>Assemblages<\/h3><p>T\u00f4le d\u2019acier de 3 mm (DD11, EN 10111 ; certificat 3.1 : Re 246 MPa, Rm 356 MPa) zingu\u00e9e \u00e9lectrolytiquement avec passivation trivalente, sans chrome VI. Marquage CE selon la norme harmonis\u00e9e EN 1090-1 (syst\u00e8me 2+, EXC2), certificat de contr\u00f4le de production en usine 0370-CPR-2637. R\u00e9action au feu A1.<\/p><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-63a762e e-con-boxed e-flex e-con e-parent\" data-id=\"63a762e\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-405b03d elementor-widget elementor-widget-html\" data-id=\"405b03d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">2 \u00b7 Charges de r\u00e9f\u00e9rence<\/p><h2>Charges permanentes prises en compte<\/h2><p>Poids propres : b\u00e9ton arm\u00e9 25,00 kN\/m\u00b3 ; acier 78,50 kN\/m\u00b3. Les charges permanentes de r\u00e9f\u00e9rence du syst\u00e8me sont :<\/p><div class=\"tw\"><table><tr><th>Charge<\/th><th>Valeur<\/th><th>D\u00e9tail (kN\/m\u00b2)<\/th><\/tr><tr><td>G1 \u00b7 Plancher d\u2019\u00e9tage<\/td><td>2,50 kN\/m\u00b2<\/td><td>panneau 100 mm 0,125 \u00b7 plaque ciment 10 mm 0,120 \u00b7 rev\u00eatement de sol 0,305 \u00b7 chape de plancher chauffant 0,950 \u00b7 cloisons 1,000 \u00b7 om\u00e9gas (dans le logiciel)<\/td><\/tr><tr><td>G2 \u00b7 Terrasse<\/td><td>2,50 kN\/m\u00b2<\/td><td>panneau 100 mm 0,125 \u00b7 plaque ciment 0,120 \u00b7 rev\u00eatement de sol 0,305 \u00b7 b\u00e9ton de pente 1,950<\/td><\/tr><tr><td>G3 \u00b7 Toiture l\u00e9g\u00e8re<\/td><td>0,40 kN\/m\u00b2<\/td><td>panneau 100 mm 0,125 \u00b7 panneau 35 mm 0,100 \u00b7 structure secondaire de pente 0,125 \u00b7 faux plafond 0,050<\/td><\/tr><tr><td>G4 \u00b7 Fa\u00e7ade<\/td><td>0,35 kN\/m\u00b2<\/td><td>panneau 100 mm 0,125 \u00b7 finition ext\u00e9rieure 0,225<\/td><\/tr><\/table><\/div><p class=\"nt\">Les charges d\u2019exploitation, de neige, de vent et de s\u00e9isme d\u00e9pendent du site et sont fix\u00e9es par l\u2019ing\u00e9nieur pour chaque projet.<\/p><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-663e5c8 e-con-boxed e-flex e-con e-parent\" data-id=\"663e5c8\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fb78b7a elementor-widget elementor-widget-html\" data-id=\"fb78b7a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">3 \u00b7 Assemblages s\u00e9rie 1010 (tube 100\u00d7100)<\/p><h2>R\u00e9sistance des assemblages boulonn\u00e9s : tableau des charges<\/h2><p>Valeurs r\u00e9sistantes r\u00e9sum\u00e9es de chaque type d\u2019assemblage, obtenues lors des essais de rupture du laboratoire LERMA (UPC) avec un <strong>tube de 2 mm<\/strong>. Efforts en kN ; moments fl\u00e9chissants en kN\u00b7m.<\/p><div class=\"tw\"><table><tr><th>Assemblage<\/th><th>Type de n\u0153ud<\/th><th>Traction (kN)<\/th><th>Compression (kN)<\/th><th>Cisaillement (kN)<\/th><th>My (kN\u00b7m)<\/th><th>Mz (kN\u00b7m)<\/th><\/tr><tr><td><a href=\"\/fr\/1010-01-piece-de-jonction-angulaire-10x10cm\/\">1010-01<\/a><\/td><td>N\u0153ud d\u2019angle, 3 bras \u00e0 90\u00b0<\/td><td>17,90<\/td><td>34,63<\/td><td>24,75<\/td><td>2,30<\/td><td>2,15<\/td><\/tr><tr><td><a href=\"\/fr\/1010-02-piece-dunion-en-l-10x10cm\/\">1010-02<\/a><\/td><td>N\u0153ud en L, 2 bras \u00e0 90\u00b0<\/td><td>25,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>3,00<\/td><td>1,70<\/td><\/tr><tr><td><a href=\"\/fr\/1010-03d-raccord-en-l-droit-avec-pente-tube-10x10-cm\/\">1010-03<\/a><\/td><td>2 bras \u00e0 90\u00b0 + 1 articul\u00e9<\/td><td>19,46<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/fr\/1010-05-raccord-en-t-tube-10x10-cm\/\">1010-05<\/a><\/td><td>N\u0153ud en T<\/td><td>20,26<\/td><td>\u2013<\/td><td>28,97<\/td><td>1,45<\/td><td>4,20<\/td><\/tr><tr><td><a href=\"\/fr\/1010-06-raccord-en-t-a-sortie-droite-tube-10x10-cm\/\">1010-06<\/a><\/td><td>N\u0153ud \u00e0 4 bras \u00e0 90\u00b0<\/td><td>21,10<\/td><td>\u2013<\/td><td>23,11<\/td><td>1,07<\/td><td>2,98<\/td><\/tr><tr><td><a href=\"\/fr\/1010-07-raccord-en-t-a-sortie-inclinee-tube-10x10-cm\/\">1010-07<\/a><\/td><td>3 bras \u00e0 90\u00b0 + 1 articul\u00e9<\/td><td>21,99<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/fr\/1010-11-piece-de-connexion-type-10x10cm\/\">1010-11<\/a><\/td><td>N\u0153ud en croix, 4 bras<\/td><td>\u2013<\/td><td>\u2013<\/td><td>22,18<\/td><td>2,88<\/td><td>3,73<\/td><\/tr><tr><td><a href=\"\/fr\/1010-13-piece-de-jonction-murale-sortie-droite-10x10cm\/\">1010-13<\/a><\/td><td>Ancrage de poteau sur une surface (pied de poteau)<\/td><td>20,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>4,00<\/td><td>1,20<\/td><\/tr><tr><td><a href=\"\/fr\/1010-14-piece-de-jonction-murale-10x10cm\/\">1010-14<\/a><\/td><td>Ancrage articul\u00e9 sur une surface<\/td><td>25,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/fr\/1010-15-piece-de-jointure-omega-10x10cm\/\">1010-15<\/a><\/td><td>Fixation du tube sur une surface parall\u00e8le<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>2,00<\/td><td>2,80<\/td><\/tr><tr><td><a href=\"\/fr\/1010-16-raccord-double-u-croise-tube-10x10-cm\/\">1010-16<\/a><\/td><td>Croisement articul\u00e9 de deux tubes<\/td><td>30,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/fr\/1010-17-raccord-double-u-droit-tube-10x10-cm\/\">1010-17<\/a><\/td><td>Assemblage articul\u00e9 en T (contreventements)<\/td><td>35,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/fr\/1010-19-piece-dattache-de-faitage-depart-10x10cm\/\">1010-19<\/a><\/td><td>N\u0153ud \u00e0 120\u00b0 (fa\u00eetage)<\/td><td>45,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>2,50<\/td><td>4,40<\/td><\/tr><tr><td><a href=\"\/fr\/1010-21-raccord-de-jonction-de-tube-10x10-cm\/\">1010-21<\/a><\/td><td>\u00c9clissage de 2 tubes \u00e0 180\u00b0<\/td><td>65,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>3,20<\/td><td>\u2013<\/td><\/tr><\/table><\/div><p class=\"nt\">\u00ab \u2013 \u00bb : non essay\u00e9. Valeurs indicatives de laboratoire ; ce ne sont pas des r\u00e9sistances de calcul. Dans de nombreux essais, la rupture s\u2019est produite dans le tube (voilement ou d\u00e9chirement), pas dans l\u2019assemblage. Avec un tube de 3 ou 4 mm, la capacit\u00e9 de l\u2019ensemble augmente, mais chaque cas est v\u00e9rifi\u00e9 par le calcul.<\/p><details><summary>Charge de rupture de chaque \u00e9prouvette (essais 2017\u20132018)<\/summary><div class=\"tw\"><table><tr><th>Assemblage<\/th><th>Essai<\/th><th>\u00c9prouvette 1<\/th><th>\u00c9prouvette 2<\/th><th>Mode de rupture<\/th><\/tr><tr><td>1010-01<\/td><td>Traction<\/td><td>19,42 kN<\/td><td>17,90 kN<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-01<\/td><td>Compression<\/td><td>34,63 kN<\/td><td>35,30 kN<\/td><td>voilement du tube<\/td><\/tr><tr><td>1010-01<\/td><td>Flexion My<\/td><td>2,43 kN\u00b7m<\/td><td>2,29 kN\u00b7m<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-01<\/td><td>Flexion Mz<\/td><td>2,60 kN\u00b7m<\/td><td>2,14 kN\u00b7m<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-01<\/td><td>Cisaillement Ty \/ Tz<\/td><td>32,29 \/ 24,75 kN<\/td><td>27,14 \/ 26,56 kN<\/td><td>voilement du tube<\/td><\/tr><tr><td>1010-02<\/td><td>Traction<\/td><td>28,61 kN<\/td><td>30,98 kN<\/td><td>d\u00e9formation du tube<\/td><\/tr><tr><td>1010-02<\/td><td>Flexion My<\/td><td>2,03 kN\u00b7m<\/td><td>2,27 kN\u00b7m<\/td><td>boulon et d\u00e9formation<\/td><\/tr><tr><td>1010-02<\/td><td>Flexion Mz+ \/ Mz\u2212<\/td><td>3,95 \/ 3,42 kN\u00b7m<\/td><td>3,95 \/ 3,77 kN\u00b7m<\/td><td>d\u00e9formation du n\u0153ud<\/td><\/tr><tr><td>1010-03<\/td><td>Traction (bras articul\u00e9)<\/td><td>19,46 kN<\/td><td>20,73 kN<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-05<\/td><td>Traction<\/td><td>20,26 kN<\/td><td>22,81 kN<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-05<\/td><td>Flexion My (2017 \/ 2018)<\/td><td>1,45 \/ 3,06 kN\u00b7m<\/td><td>1,61 \/ 2,89 kN\u00b7m<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-05<\/td><td>Flexion Mz<\/td><td>4,24 kN\u00b7m<\/td><td>4,20 kN\u00b7m<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-05<\/td><td>Cisaillement Ty \/ Tz<\/td><td>30,31 \/ 34,10 kN<\/td><td>28,97 \/ 34,06 kN<\/td><td>voilement du tube<\/td><\/tr><tr><td>1010-06<\/td><td>Traction<\/td><td>23,55 kN<\/td><td>21,10 kN<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-06<\/td><td>Flexion My (2017 \/ 2018)<\/td><td>1,19 \/ 0,86 kN\u00b7m<\/td><td>1,07 \/ 1,13 kN\u00b7m<\/td><td>d\u00e9formation<\/td><\/tr><tr><td>1010-06<\/td><td>Flexion Mz<\/td><td>2,99 kN\u00b7m<\/td><td>3,59 kN\u00b7m<\/td><td>d\u00e9formation<\/td><\/tr><tr><td>1010-06<\/td><td>Cisaillement Ty \/ Tz<\/td><td>23,11 \/ 25,55 kN<\/td><td>24,35 \/ 34,04 kN<\/td><td>voilement du tube<\/td><\/tr><tr><td>1010-07<\/td><td>Traction (bras articul\u00e9)<\/td><td>24,22 kN<\/td><td>21,99 kN<\/td><td>d\u00e9formation de l\u2019assemblage<\/td><\/tr><tr><td>1010-11<\/td><td>Flexion My \/ Mz<\/td><td>2,89 \/ 3,73 kN\u00b7m<\/td><td>2,98 \/ 4,29 kN\u00b7m<\/td><td>d\u00e9formation<\/td><\/tr><tr><td>1010-11<\/td><td>Cisaillement Ty<\/td><td>23,12 kN<\/td><td>22,18 kN<\/td><td>voilement du tube<\/td><\/tr><tr><td>1010-13<\/td><td>Traction<\/td><td>57,12 kN<\/td><td>52,32 kN<\/td><td>d\u00e9formation de la platine<\/td><\/tr><tr><td>1010-13<\/td><td>Flexion My \/ Mz<\/td><td>4,92 \/ 1,41 kN\u00b7m<\/td><td>4,67 \/ 2,36 kN\u00b7m<\/td><td>d\u00e9formation de la platine<\/td><\/tr><tr><td>1010-14<\/td><td>Traction<\/td><td>31,36 kN<\/td><td>29,78 kN<\/td><td>d\u00e9chirement du tube<\/td><\/tr><tr><td>1010-15<\/td><td>Flexion My \/ Mz<\/td><td>2,14 \/ 3,30 kN\u00b7m<\/td><td>2,56 \/ 3,24 kN\u00b7m<\/td><td>d\u00e9formation<\/td><\/tr><tr><td>1010-16<\/td><td>Traction<\/td><td>30,49 kN<\/td><td>34,41 kN<\/td><td>d\u00e9chirement du tube<\/td><\/tr><tr><td>1010-17<\/td><td>Traction<\/td><td>49,33 kN<\/td><td>40,42 kN<\/td><td>d\u00e9chirement du tube<\/td><\/tr><tr><td>1010-19<\/td><td>Traction<\/td><td>49,99 kN<\/td><td>53,14 kN<\/td><td>d\u00e9formation du tube<\/td><\/tr><tr><td>1010-19<\/td><td>Flexion My \/ Mz<\/td><td>4,07 \/ 4,89 kN\u00b7m<\/td><td>2,93 \/ 4,68 kN\u00b7m<\/td><td>d\u00e9formation<\/td><\/tr><tr><td>1010-21<\/td><td>Traction<\/td><td>72,75 kN<\/td><td>71,88 kN<\/td><td>cisaillement de la visserie<\/td><\/tr><tr><td>1010-21<\/td><td>Flexion My<\/td><td>3,59 kN\u00b7m<\/td><td>3,65 kN\u00b7m<\/td><td>d\u00e9formation du tube<\/td><\/tr><\/table><\/div><\/details><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5680dd5 e-con-boxed e-flex e-con e-parent\" data-id=\"5680dd5\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b25cb6a elementor-widget elementor-widget-html\" data-id=\"b25cb6a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">4 \u00b7 Visserie et contreventements<\/p><h2>Vis autoperceuses, plats et tendeurs<\/h2><h3>Vis autoperceuse de renfort 6,3\u00d725<\/h3><p>Les assemblages sont renforc\u00e9s par des vis autoperceuses 6,3\u00d725 qui emp\u00eachent les \u00e9l\u00e9ments de se s\u00e9parer sous traction. Chaque vis apporte <strong>3,40 kN au cisaillement<\/strong> avec un coefficient de s\u00e9curit\u00e9 suppl\u00e9mentaire de 3. Chaque assemblage re\u00e7oit au moins 2 fixations sur deux de ses faces, et la plupart en ont 6 ou plus.<\/p><div class=\"tw\"><table><tr><th>Diam\u00e8tre (mm)<\/th><th>Traction (kN)<\/th><th>Cisaillement (kN)<\/th><\/tr><tr><td>4,8<\/td><td>9,34<\/td><td>6,58<\/td><\/tr><tr><td>5,5<\/td><td>12,50<\/td><td>8,95<\/td><\/tr><tr><td>6,3<\/td><td>14,45<\/td><td>9,40<\/td><\/tr><\/table><\/div><p class=\"nt\">R\u00e9sistance m\u00e9canique de la vis (duret\u00e9 \u00e0 c\u0153ur 390 HV ; en surface 560 HV).<\/p><div class=\"tw\"><table><tr><th>Vis 6,3 : \u00e9paisseur de t\u00f4le (mm)<\/th><th>R\u00e9sistance \u00e0 l\u2019arrachement (kN)<\/th><th>Temps de per\u00e7age (s)<\/th><\/tr><tr><td>4<\/td><td>9,85<\/td><td>2,8<\/td><\/tr><tr><td>5<\/td><td>12,30<\/td><td>3,4<\/td><\/tr><tr><td>6<\/td><td>14,50<\/td><td>3,7<\/td><\/tr><\/table><\/div><h3>Contreventements en plat<\/h3><p>Les contreventements sont consid\u00e9r\u00e9s comme des tirants travaillant uniquement en traction : croix de Saint-Andr\u00e9 en plat 40\u00d74 ou \u00e9l\u00e9ments rigides en tube, plac\u00e9s en fa\u00e7ade l\u00e0 o\u00f9 les ouvertures le permettent.<\/p><ul><li>Plat 40\u00d74 en acier S275JR : <strong>N<sub>Rd<\/sub> = 30,0 kN<\/strong> en traction.<\/li><li>Double plat 2 \u00d7 40\u00d74 : <strong>N<sub>Rd<\/sub> = 62,0 kN<\/strong>.<\/li><li>La pi\u00e8ce qui relie les tendeurs est la 1010-17, avec 35,00 kN en traction selon les essais, au-dessus de ce que supporte le plat.<\/li><li>Fixation de la pi\u00e8ce de contreventement \u00e0 la structure par boulons M12 de classe 8.8.<\/li><\/ul><h3>Tendeurs des contreventements<\/h3><div class=\"tw\"><table><tr><th>Tendeur<\/th><th>M6<\/th><th>M8<\/th><th>M10<\/th><th>M12<\/th><th>M16<\/th><th>M20<\/th><th>M24<\/th><th>M30<\/th><th>M36<\/th><\/tr><tr><td>R\u00e9sistance \u00e0 la traction garantie (kN)<\/td><td>2,35<\/td><td>3,20<\/td><td>5,35<\/td><td>6,65<\/td><td>16,65<\/td><td>25,35<\/td><td>36,65<\/td><td>53,35<\/td><td>71,65<\/td><\/tr><\/table><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c83ebc5 e-con-boxed e-flex e-con e-parent\" data-id=\"c83ebc5\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-418524d elementor-widget elementor-widget-html\" data-id=\"418524d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">5 \u00b7 Port\u00e9es indicatives<\/p><h2>Port\u00e9es maximales indicatives avec tube et om\u00e9ga<\/h2><p>Port\u00e9es de r\u00e9f\u00e9rence du syst\u00e8me StarModul avec tube 100\u00d7100 et profil om\u00e9ga de 200 mm. <strong>Elles sont indicatives : chaque projet est calcul\u00e9.<\/strong><\/p><div class=\"tw\"><table><tr><th>\u00c9l\u00e9ment<\/th><th>Port\u00e9e max. (m)<\/th><th>Entraxe (m)<\/th><\/tr><tr><td>Toiture, tube au m\u00eame niveau<\/td><td>4,50<\/td><td>1,90<\/td><\/tr><tr><td>Toiture, tube au m\u00eame niveau<\/td><td>5,27<\/td><td>1,39<\/td><\/tr><tr><td>Toiture, tube sur 2 niveaux<\/td><td>3,00<\/td><td>3,00<\/td><\/tr><tr><td>Toiture, tube sur 2 niveaux<\/td><td>3,70<\/td><td>2,15<\/td><\/tr><tr><td>Toiture, tube sur 2 niveaux<\/td><td>5,30<\/td><td>1,50<\/td><\/tr><tr><td>Toiture, om\u00e9ga 200<\/td><td>5,36<\/td><td>1,65<\/td><\/tr><tr><td>Plancher int\u00e9rieur, double tube<\/td><td>5,27<\/td><td>1,00<\/td><\/tr><tr><td>Plancher, om\u00e9ga 200<\/td><td>6,50<\/td><td>0,50<\/td><\/tr><\/table><\/div><p>Pour les b\u00e2timents, le syst\u00e8me tube et assemblages atteint environ 12 m de port\u00e9e ; pour de plus grandes port\u00e9es, jusqu\u2019\u00e0 environ 20 m, nous r\u00e9alisons des <a href=\"\/fr\/batiments-ipe-boulonnes\/\">b\u00e2timents en profil\u00e9s IPE boulonn\u00e9s<\/a>.<\/p><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-cd8e473 e-con-boxed e-flex e-con e-parent\" data-id=\"cd8e473\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fb1da5e elementor-widget elementor-widget-html\" data-id=\"fb1da5e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">6 \u00b7 Calcul par \u00e9l\u00e9ments finis (2026)<\/p><h2>Contreventements et \u00e9clissage : v\u00e9rification avec IDEA StatiCa (Eurocode 3)<\/h2><p>En 2026, deux assemblages du syst\u00e8me en tube SHS 100\u00d7100\u00d73 mm ont \u00e9t\u00e9 v\u00e9rifi\u00e9s par le calcul avec IDEA StatiCa Connection (m\u00e9thode des \u00e9l\u00e9ments finis par composants, EN 1993-1-8, 1-3, 1-1 et 1-5).<\/p><h3>Assemblage articul\u00e9 de contreventement<\/h3><p>Deux profils SHS 100\u00d7100\u00d73 (S250) \u00e0 45\u00b0 ou 90\u00b0, avec fixations de classe 8.8. R\u00e9sistance maximale pour chaque effort pris isol\u00e9ment (non combin\u00e9s, sans moments) :<\/p><div class=\"tw\"><table><tr><th>Configuration<\/th><th>Boulons M10 8.8 : effort normal (kN)<\/th><th>V horizontal (kN)<\/th><th>V vertical (kN)<\/th><th>Vis autoperceuses 5,5 : effort normal (kN)<\/th><th>V horizontal (kN)<\/th><th>V vertical (kN)<\/th><\/tr><tr><td>45\u00b0, 3 boulons par ligne<\/td><td>38,0<\/td><td>11,0<\/td><td>15,0<\/td><td>30,0<\/td><td>9,2<\/td><td>12,0<\/td><\/tr><tr><td>45\u00b0, 2 boulons<\/td><td>33,0<\/td><td>10,5<\/td><td>12,5<\/td><td>20,0<\/td><td>8,5<\/td><td>9,2<\/td><\/tr><tr><td>45\u00b0, 1 boulon<\/td><td>18,0<\/td><td>10,5<\/td><td>9,2<\/td><td>10,0<\/td><td>10,0<\/td><td>9,2<\/td><\/tr><tr><td>90\u00b0, 3 boulons<\/td><td>77,0<\/td><td>9,2<\/td><td>11,7<\/td><td>52,0<\/td><td>8,5<\/td><td>11,4<\/td><\/tr><tr><td>90\u00b0, 2 boulons<\/td><td>68,0<\/td><td>9,0<\/td><td>11,7<\/td><td>35,0<\/td><td>8,2<\/td><td>11,0<\/td><\/tr><tr><td>90\u00b0, 1 boulon<\/td><td>33,0<\/td><td>8,5<\/td><td>10,0<\/td><td>11,0<\/td><td>\u2013<\/td><td>7,9<\/td><\/tr><\/table><\/div><p class=\"nt\">Les notes de calcul \u00e9tudient 4, 8 et 12 boulons au total par assemblage (1, 2 ou 3 par ligne). Valeurs valables uniquement pour la g\u00e9om\u00e9trie, les mat\u00e9riaux et la disposition \u00e9tudi\u00e9s.<\/p><h3>\u00c9clissage de tubes<\/h3><p>\u00c9clissage de deux SHS 100\u00d7100\u00d73 (S280) avec un manchon ext\u00e9rieur en tube 110\u00d7110\u00d74 (S235) et 12 boulons traversants M12 de classe 8.8 (6 de chaque c\u00f4t\u00e9). Assemblage articul\u00e9 (transmet efforts normaux et tranchants, pas de moments).<\/p><ul><li>V\u00e9rification sous les charges d\u2019un projet r\u00e9el (b\u00e2timent industriel) : charge de calcul de <strong>\u00b175 kN<\/strong> en traction et en compression, avec un taux de travail des boulons de 21,6 %.<\/li><li>Analyse de r\u00e9sistance ultime : facteur de charge de <strong>300 %<\/strong>, soit environ <strong>225 kN<\/strong> d\u2019effort normal en traction ou en compression.<\/li><\/ul><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-89b2ae9 e-con-boxed e-flex e-con e-parent\" data-id=\"89b2ae9\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-91aa4b5 elementor-widget elementor-widget-html\" data-id=\"91aa4b5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">7 \u00b7 Essais de rupture<\/p><h2>Charge de rupture des assemblages : essais au laboratoire LERMA (UPC)<\/h2><p>Les assemblages de la s\u00e9rie 1010 ont \u00e9t\u00e9 essay\u00e9s jusqu\u2019\u00e0 rupture au Laboratori d\u2019Elasticitat i Resist\u00e8ncia de Materials (LERMA) de l\u2019Universitat Polit\u00e8cnica de Catalunya, en deux campagnes : mai 2017 (rapports 46009) et octobre 2018 (rapports 47008). Chaque essai a port\u00e9 sur deux \u00e9prouvettes en tube 100\u00d7100\u00d72 mm charg\u00e9es jusqu\u2019\u00e0 rupture avec une cellule de charge de 100 kN.<\/p><p>Chaque essai dispose de sa courbe charge-d\u00e9placement (traction et compression) ou moment-rotation (flexion selon les axes y et z). Voici les courbes de chaque assemblage (cliquez pour agrandir).<\/p><div id=\"smr-graficas\" class=\"cards\"><style>#smr-graficas{align-items:start}.smr .gf{margin:0;padding:10px}.smr .gf img{width:100%;height:auto;display:block;border-radius:4px}.smr .gf figcaption{margin-top:8px;font-weight:700;color:#0f2a52;font-size:14px}.smr ul.dl{margin:10px 0 0;padding-left:18px}.smr ul.dl li{margin:4px 0}.smr ul.dl span{color:#64748b;font-size:13px}<\/style><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-01.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-01-768x1246.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-01\" width=\"768\" height=\"1246\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-01<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-02.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-02-768x1495.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-02\" width=\"768\" height=\"1495\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-02<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-03.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-03-768x316.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-03\" width=\"768\" height=\"316\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-03<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-05.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-05-768x1268.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-05\" width=\"768\" height=\"1268\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-05<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-06.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-06-768x1235.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-06\" width=\"768\" height=\"1235\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-06<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-07.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-07-768x332.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-07\" width=\"768\" height=\"332\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-07<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-11.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-11-768x619.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-11\" width=\"768\" height=\"619\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-11<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-13.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-13-768x896.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-13\" width=\"768\" height=\"896\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-13<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-14.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-14-768x298.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-14\" width=\"768\" height=\"298\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-14<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-15.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-15-768x596.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-15\" width=\"768\" height=\"596\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-15<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-16.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-16-768x297.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-16\" width=\"768\" height=\"297\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-16<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-17.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-17-768x297.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-17\" width=\"768\" height=\"297\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-17<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-19.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-19-768x895.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-19\" width=\"768\" height=\"895\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-19<\/figcaption><\/figure><figure class=\"card gf\"><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-21.webp\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/grafica-ensayo-union-starmodul-1010-21-768x598.webp\" alt=\"Courbes de l\u2019essai de rupture de l\u2019assemblage StarModul 1010-21\" width=\"768\" height=\"598\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Assemblage 1010-21<\/figcaption><\/figure><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-d5e8f4d e-con-boxed e-flex e-con e-parent\" data-id=\"d5e8f4d\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2879275 elementor-widget elementor-widget-html\" data-id=\"2879275\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"smr\"><p class=\"eb\">8 \u00b7 Exemples et documents<\/p><h2>Exemples de calcul de structure et documents<\/h2><p>Avec chaque devis, nous fournissons le document \u00ab Donn\u00e9es de base pour le calcul de structure avec le syst\u00e8me StarModul \u00bb. Pour les projets qui n\u00e9cessitent un calcul (maisons, b\u00e2timents industriels, autres b\u00e2timents), notre ing\u00e9nieur r\u00e9alise la note de calcul et les plans de structure, chiffr\u00e9s \u00e0 part.<\/p><div id=\"smr-docs\" class=\"cards\"><div class=\"card\"><h3>Donn\u00e9es de base pour le calcul de structure<\/h3><p>Le document que nous joignons \u00e0 chaque devis : mat\u00e9riaux, charges de r\u00e9f\u00e9rence et valeurs d\u2019essai des assemblages de la s\u00e9rie 1010.<\/p><ul class=\"dl\"><li><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/datos-calculo-estructural-uniones-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">T\u00e9l\u00e9charger \u00ab Donn\u00e9es de base pour le calcul de structure \u00bb (en espagnol)<\/a> <span>(PDF \u00b7 9 pages \u00b7 0,8 MB)<\/span><\/li><\/ul><\/div><div class=\"card\"><h3>Maison individuelle de plain-pied (Alicante, 2024)<\/h3><p>Structure StarModul en tube SHS 100\u00d7100\u00d73 et 100\u00d7100\u00d72 avec assemblages de la s\u00e9rie 1010, toiture plate avec profils om\u00e9ga et contreventements en fa\u00e7ade. Surface d\u2019environ 113 m\u00b2 et 4,26 m de hauteur jusqu\u2019\u00e0 la premi\u00e8re toiture.<\/p><p>Contenu : note de calcul (normes, actions, combinaisons, mod\u00e8le 3D, v\u00e9rification des barres, assemblages et om\u00e9gas, r\u00e9actions) et plans de structure (plan, toiture, coupes et vues 3D).<\/p><ul class=\"dl\"><li><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/calculo-estructural-ejemplo-vivienda-planta-baja-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">T\u00e9l\u00e9charger la note de calcul (en espagnol)<\/a> <span>(PDF \u00b7 118 pages \u00b7 2,6 MB)<\/span><\/li><li><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/planos-calculo-ejemplo-vivienda-planta-baja-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">T\u00e9l\u00e9charger les plans de structure (en espagnol)<\/a> <span>(PDF \u00b7 7 planches \u00b7 0,6 MB)<\/span><\/li><\/ul><p style=\"font-size:13px;color:#64748b;margin-top:8px\">Documents r\u00e9els : les donn\u00e9es du client, du site et du calculateur ont \u00e9t\u00e9 supprim\u00e9es.<\/p><\/div><div class=\"card\"><h3>B\u00e2timents en profil\u00e9s IPE (Torre-serona et Gabon)<\/h3><p>Plans de calcul de deux b\u00e2timents IPE boulonn\u00e9s : sur la page <a href=\"\/fr\/batiments-ipe-boulonnes\/\">b\u00e2timents IPE<\/a>.<\/p><\/div><\/div><div class=\"btns\"><a class=\"bt\" href=\"\/fr\/contact\/\">Demander un devis de calcul de structure<\/a><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<\/div><\/div>","protected":false},"excerpt":{"rendered":"<p>R\u00e9sistance des assemblages StarModul : donn\u00e9es pour le calcul de structure<\/p>\n","protected":false},"author":303,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-34458","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/pages\/34458","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/users\/303"}],"replies":[{"embeddable":true,"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/comments?post=34458"}],"version-history":[{"count":1,"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/pages\/34458\/revisions"}],"predecessor-version":[{"id":34459,"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/pages\/34458\/revisions\/34459"}],"wp:attachment":[{"href":"https:\/\/starmodul.com\/fr\/wp-json\/wp\/v2\/media?parent=34458"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}