{"id":34464,"date":"2026-10-30T00:06:01","date_gmt":"2026-10-29T23:06:01","guid":{"rendered":"https:\/\/starmodul.com\/?page_id=34464"},"modified":"2026-10-30T12:45:37","modified_gmt":"2026-10-30T11:45:37","slug":"resistencia-unioes-calculo-estrutural","status":"publish","type":"page","link":"https:\/\/starmodul.com\/pt-pt\/resistencia-unioes-calculo-estrutural\/","title":{"rendered":"Resist\u00eancia das uni\u00f5es StarModul: dados para o c\u00e1lculo estrutural"},"content":{"rendered":"<div class=\"product\"><div class=\"product\">\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"34464\" class=\"elementor elementor-34464 elementor-34453 elementor-bc-flex-widget\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-smrh0 e-con-full sm-dh-wrap e-flex e-con e-parent\" data-id=\"smrh0\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-smrh0w elementor-widget elementor-widget-html\" data-id=\"smrh0w\" 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<section class=\"sm-dh\"><div class=\"sm-dh__media\"><img fetchpriority=\"high\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1065.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1065-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1065-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1065-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1065.webp 1600w\" sizes=\"(max-width: 767px) 100vw, 60vw\" width=\"1600\" height=\"1200\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Edif\u00edcio em obra\" fetchpriority=\"high\" decoding=\"async\" title=\"\"><\/div><div class=\"sm-dh__shade\"><\/div><div class=\"sm-dh__in\"><div class=\"sm-dh__txt smr\"><p class=\"eb\">Dados t\u00e9cnicos \u00b7 Ensaios e c\u00e1lculo<\/p><h1>Resist\u00eancia das uni\u00f5es StarModul: dados para o <span>c\u00e1lculo estrutural<\/span><\/h1><p class=\"sm-dh__p\">Tabela de cargas das uni\u00f5es da s\u00e9rie 1010 ensaiadas em laborat\u00f3rio, materiais, v\u00e3os indicativos e exemplos reais de c\u00e1lculo para o engenheiro do seu projeto.<\/p><div class=\"btns\"><a class=\"sm-btn sm-btn--pri\" href=\"\/pt-pt\/contacto\/\">Pedir or\u00e7amento do c\u00e1lculo<\/a><a class=\"sm-btn sm-btn--sec\" href=\"\/pt-pt\/juntas-aparafusadas-para-estruturas-de-aco\/\">Ver as uni\u00f5es<\/a><\/div><\/div><\/div><\/section><script type=\"application\/ld+json\">{\"@context\":\"https:\/\/schema.org\",\"@type\":\"TechArticle\",\"headline\":\"Resist\u00eancia das uni\u00f5es StarModul: dados para o c\u00e1lculo estrutural\",\"inLanguage\":\"pt-pt\",\"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\/pt-pt\/resistencia-unioes-calculo-estrutural\/\",\"description\":\"Tabela de cargas das uni\u00f5es StarModul: tra\u00e7\u00e3o, compress\u00e3o, esfor\u00e7o transverso e momentos dos ensaios de rotura na UPC, materiais, v\u00e3os indicativos e contraventamentos.\"}<\/script>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-smrs1 e-con-boxed smr-sec smr-w e-flex e-con e-parent\" data-id=\"smrs1\" 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-smrs1w elementor-widget elementor-widget-html\" data-id=\"smrs1w\" 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\"><div class=\"sm-stats\"><div class=\"sm-stat\"><span class=\"sm-stat__n\">14<\/span><span class=\"sm-stat__l\">uni\u00f5es ensaiadas \u00e0 rotura<\/span><\/div><div class=\"sm-stat\"><span class=\"sm-stat__n\">65 kN<\/span><span class=\"sm-stat__l\">\u00e0 tra\u00e7\u00e3o na uni\u00e3o 1010-21<\/span><\/div><div class=\"sm-stat\"><span class=\"sm-stat__n\">2017\u20132018<\/span><span class=\"sm-stat__l\">ensaios no laborat\u00f3rio LERMA (UPC)<\/span><\/div><div class=\"sm-stat\"><span class=\"sm-stat__n\">8.8<\/span><span class=\"sm-stat__l\">classe de todos os parafusos<\/span><\/div><\/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-smri2 e-con-boxed smr-sec smr-g e-flex e-con e-parent\" data-id=\"smri2\" 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-smri2w elementor-widget elementor-widget-html\" data-id=\"smri2w\" 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\"><div class=\"tx2\"><div><p class=\"eb\">Para o engenheiro<\/p><h2>Dados para o <span>c\u00e1lculo<\/span> da sua estrutura<\/h2><p>Esta p\u00e1gina re\u00fane os dados que enviamos com os or\u00e7amentos para o <strong>c\u00e1lculo estrutural de uma estrutura met\u00e1lica aparafusada<\/strong> com o sistema StarModul: materiais, cargas de refer\u00eancia, a <strong>resist\u00eancia das uni\u00f5es aparafusadas<\/strong> da s\u00e9rie 1010 (tra\u00e7\u00e3o, compress\u00e3o, esfor\u00e7o transverso e momentos), os parafusos de refor\u00e7o, os v\u00e3os indicativos, os contraventamentos e os ensaios de rotura.<\/p><div class=\"warn\"><strong>Importante:<\/strong> os valores das uni\u00f5es s\u00e3o <strong>resultados de ensaios de laborat\u00f3rio<\/strong> (laborat\u00f3rio LERMA da Universitat Polit\u00e8cnica de Catalunya, 2017\u20132018) com tubo de 100\u00d7100\u00d72 mm, a espessura mais fina. S\u00e3o <strong>valores indicativos<\/strong>, n\u00e3o resist\u00eancias de c\u00e1lculo. Cada projeto deve ser calculado por um engenheiro segundo a regulamenta\u00e7\u00e3o aplic\u00e1vel; a StarModul pode or\u00e7amentar o c\u00e1lculo estrutural. Em Portugal o projeto tem de ser assinado por um t\u00e9cnico habilitado portugu\u00eas.<\/div><div class=\"btns\"><a class=\"sm-btn sm-btn--sec\" href=\"\/pt-pt\/como-funciona\/\">Como funciona o sistema<\/a><\/div><\/div><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1062-1250x938.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1062-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1062-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1062-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1062.webp 1600w\" sizes=\"auto, (max-width: 1024px) 100vw, 660px\" width=\"1250\" height=\"938\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Estrutura montada (Faura)\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/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-af71771 e-con-boxed smr-sec smr-w e-flex e-con e-parent\" data-id=\"af71771\" 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-85948bc elementor-widget elementor-widget-html\" data-id=\"85948bc\" 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\">Aspetos gerais e materiais<\/p><h2>C\u00e1lculo estrutural de uma <span>estrutura met\u00e1lica<\/span> StarModul<\/h2><p>A estrutura \u00e9 calculada como um \u00fanico modelo tridimensional. As estruturas secund\u00e1rias dos pr\u00e9-aros de portas e janelas n\u00e3o s\u00e3o inclu\u00eddas no modelo geral (do lado da seguran\u00e7a), salvo se forem necess\u00e1rias para colocar contraventamentos como as cruzes de Santo Andr\u00e9. O edif\u00edcio \u00e9 dimensionado segundo o C\u00f3digo T\u00e9cnico espanhol (CTE) e as normas estruturais e de bet\u00e3o em vigor.<\/p><h3>Materiais considerados no c\u00e1lculo<\/h3><div class=\"tw\"><table><tr><th>Elemento<\/th><th>Material<\/th><th>fy (N\/mm\u00b2)<\/th><th>fu (N\/mm\u00b2)<\/th><th>Norma<\/th><\/tr><tr><td>Perfis tubulares 100\u00d72 e 100\u00d73<\/td><td>S250GD+Z<\/td><td class=\"num\">250<\/td><td class=\"num\">330<\/td><td>UNE-EN 10346<\/td><\/tr><tr><td>Perfis \u00f3mega enformados a frio<\/td><td>S350GD+Z<\/td><td class=\"num\">350<\/td><td class=\"num\">420<\/td><td>UNE-EN 10346<\/td><\/tr><tr><td>Laminados, contraventamentos e chapas<\/td><td>S275JR<\/td><td class=\"num\">275<\/td><td class=\"num\">430<\/td><td>UNE-EN 10025-2<\/td><\/tr><tr><td>Parafusos correntes<\/td><td>Classe 8.8<\/td><td class=\"num\">640<\/td><td class=\"num\">800<\/td><td>UNE-EN ISO 898-1<\/td><\/tr><\/table><\/div><p class=\"nt\">Coeficientes parciais: 1,00; 1,00; 1,25. Dados do documento \u00abDados b\u00e1sicos para o c\u00e1lculo estrutural com o sistema StarModul\u00bb. Nos projetos recentes o tubo tamb\u00e9m \u00e9 modelado como S280 ou S355, conforme o certificado do lote.<\/p><h3>Certificados do tubo estrutural 100\u00d7100 mm<\/h3><div class=\"tw\"><table><tr><th>Tubo<\/th><th>A\u00e7o e revestimento<\/th><th>Norma<\/th><th>Certificado<\/th><th>Re (MPa)<\/th><th>Rm (MPa)<\/th><\/tr><tr><td>100\u00d7100\u00d72 mm, 12 m<\/td><td>S350GD + ZM310 (zinco-magn\u00e9sio)<\/td><td>EN 10219-1\/-2<\/td><td>3.1 EN 10204 (2026)<\/td><td class=\"num\">487\u2013549<\/td><td class=\"num\">511\u2013615<\/td><\/tr><tr><td>100\u00d7100\u00d73 mm, 12 m<\/td><td>S350GD + ZM310 (zinco-magn\u00e9sio)<\/td><td>EN 10219-1\/-2<\/td><td>3.1 EN 10204 (2026)<\/td><td class=\"num\">467\u2013549<\/td><td class=\"num\">516\u2013615<\/td><\/tr><tr><td>100\u00d7100\u00d74 mm, 12 m<\/td><td>Galvanizado Z275<\/td><td>EN 10305-5<\/td><td>2.2 EN 10204 (2026)<\/td><td class=\"num\">279\u2013318<\/td><td class=\"num\">371\u2013399<\/td><\/tr><\/table><\/div><p class=\"nt\">Valores m\u00ednimos e m\u00e1ximos das corridas certificadas. Segundo o certificado, o S350GD+ZM310 cumpre a qualidade S355JR da EN 10219.<\/p><h3>Uni\u00f5es<\/h3><p>Chapa de a\u00e7o de 3 mm (DD11, EN 10111; certificado 3.1: Re 246 MPa, Rm 356 MPa) com zincagem eletrol\u00edtica e passiva\u00e7\u00e3o trivalente, sem cr\u00f3mio VI. Marca\u00e7\u00e3o CE segundo a norma harmonizada EN 1090-1 (sistema 2+, EXC2), certificado de controlo da produ\u00e7\u00e3o em f\u00e1brica 0370-CPR-2637. Rea\u00e7\u00e3o ao fogo 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-5418926 e-con-boxed smr-sec smr-g e-flex e-con e-parent\" data-id=\"5418926\" 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-b5ba45e elementor-widget elementor-widget-html\" data-id=\"b5ba45e\" 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\">Cargas de refer\u00eancia<\/p><h2>Cargas <span>permanentes<\/span> consideradas<\/h2><p>Pesos pr\u00f3prios: bet\u00e3o armado 25,00 kN\/m\u00b3; a\u00e7o 78,50 kN\/m\u00b3. As cargas permanentes de refer\u00eancia do sistema s\u00e3o:<\/p><div class=\"tw\"><table><tr><th>Carga<\/th><th>Valor<\/th><th>Discrimina\u00e7\u00e3o (kN\/m\u00b2)<\/th><\/tr><tr><td>G1 \u00b7 Laje de piso<\/td><td>2,50 kN\/m\u00b2<\/td><td>painel 100 mm 0,125 \u00b7 placa de cimento 10 mm 0,120 \u00b7 pavimento 0,305 \u00b7 betonilha de piso radiante 0,950 \u00b7 divis\u00f3rias 1,000 \u00b7 \u00f3megas (no programa)<\/td><\/tr><tr><td>G2 \u00b7 Terra\u00e7o<\/td><td>2,50 kN\/m\u00b2<\/td><td>painel 100 mm 0,125 \u00b7 placa de cimento 0,120 \u00b7 pavimento 0,305 \u00b7 bet\u00e3o de pendentes 1,950<\/td><\/tr><tr><td>G3 \u00b7 Cobertura ligeira<\/td><td>0,40 kN\/m\u00b2<\/td><td>painel 100 mm 0,125 \u00b7 painel 35 mm 0,100 \u00b7 estrutura secund\u00e1ria de pendente 0,125 \u00b7 teto falso 0,050<\/td><\/tr><tr><td>G4 \u00b7 Fachada<\/td><td>0,35 kN\/m\u00b2<\/td><td>painel 100 mm 0,125 \u00b7 acabamento exterior 0,225<\/td><\/tr><\/table><\/div><p class=\"nt\">As sobrecargas de utiliza\u00e7\u00e3o, neve, vento e sismo dependem do local e s\u00e3o fixadas pelo engenheiro em cada projeto.<\/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-95fa0cf e-con-boxed smr-sec smr-w e-flex e-con e-parent\" data-id=\"95fa0cf\" 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-d309c80 elementor-widget elementor-widget-html\" data-id=\"d309c80\" 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\">Uni\u00f5es s\u00e9rie 1010 (tubo 100\u00d7100)<\/p><h2>Resist\u00eancia das uni\u00f5es aparafusadas: <span>tabela de cargas<\/span><\/h2><p>Valores resistentes resumidos de cada tipologia de uni\u00e3o, obtidos nos ensaios de rotura do laborat\u00f3rio LERMA (UPC) com <strong>tubo de 2 mm<\/strong>. For\u00e7as em kN; momentos fletores em kN\u00b7m.<\/p><div class=\"tw\"><table><tr><th>Uni\u00e3o<\/th><th>Tipo de n\u00f3<\/th><th>Tra\u00e7\u00e3o (kN)<\/th><th>Compress\u00e3o (kN)<\/th><th>Esfor\u00e7o transverso (kN)<\/th><th>My (kN\u00b7m)<\/th><th>Mz (kN\u00b7m)<\/th><\/tr><tr><td><a href=\"\/pt-pt\/1010-01-peca-de-junta-angular-10x10cm\/\">1010-01<\/a><\/td><td>N\u00f3 de canto, 3 bra\u00e7os a 90\u00b0<\/td><td class=\"num\">17,90<\/td><td class=\"num\">34,63<\/td><td class=\"num\">24,75<\/td><td class=\"num\">2,30<\/td><td class=\"num\">2,15<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-02-peca-de-uniao-tipo-l-10x10cm\/\">1010-02<\/a><\/td><td>N\u00f3 em L, 2 bra\u00e7os a 90\u00b0<\/td><td class=\"num\">25,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td class=\"num\">3,00<\/td><td class=\"num\">1,70<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-03d-peca-de-uniao-tipo-l-direita-pendente-10x10cm\/\">1010-03<\/a><\/td><td>2 bra\u00e7os a 90\u00b0 + 1 articulado<\/td><td class=\"num\">19,46<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-05-junta-em-t-10x10cm\/\">1010-05<\/a><\/td><td>N\u00f3 em T<\/td><td class=\"num\">20,26<\/td><td>\u2013<\/td><td class=\"num\">28,97<\/td><td class=\"num\">1,45<\/td><td class=\"num\">4,20<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-06-junta-em-t-saida-reta-10x10cm\/\">1010-06<\/a><\/td><td>N\u00f3 de 4 bra\u00e7os a 90\u00b0<\/td><td class=\"num\">21,10<\/td><td>\u2013<\/td><td class=\"num\">23,11<\/td><td class=\"num\">1,07<\/td><td class=\"num\">2,98<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-07-peca-de-uniao-tipo-t-pendente-10x10cm\/\">1010-07<\/a><\/td><td>3 bra\u00e7os a 90\u00b0 + 1 articulado<\/td><td class=\"num\">21,99<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-11-peca-de-ligacao-tipo-10x10cm\/\">1010-11<\/a><\/td><td>N\u00f3 em cruz, 4 bra\u00e7os<\/td><td>\u2013<\/td><td>\u2013<\/td><td class=\"num\">22,18<\/td><td class=\"num\">2,88<\/td><td class=\"num\">3,73<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-13-peca-de-ligacao-a-parede-saida-reta-10x10cm\/\">1010-13<\/a><\/td><td>Ancoragem de pilar a uma superf\u00edcie (base de pilar)<\/td><td class=\"num\">20,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td class=\"num\">4,00<\/td><td class=\"num\">1,20<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-14-peca-de-juncao-de-parede-10x10cm\/\">1010-14<\/a><\/td><td>Ancoragem articulada a uma superf\u00edcie<\/td><td class=\"num\">25,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-15-peca-de-articulacao-omega-10x10cm\/\">1010-15<\/a><\/td><td>Fixa\u00e7\u00e3o de tubo a superf\u00edcie paralela<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td class=\"num\">2,00<\/td><td class=\"num\">2,80<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-16-peca-de-articulacao-em-u-cruz-dupla-10x10cm\/\">1010-16<\/a><\/td><td>Cruzamento articulado de dois tubos<\/td><td class=\"num\">30,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-17-junta-em-u-dupla-reta-10x10cm\/\">1010-17<\/a><\/td><td>Uni\u00e3o articulada em T (contraventamentos)<\/td><td class=\"num\">35,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><td>\u2013<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-19-peca-de-amarracao-de-cumeeira-arranque-10x10cm\/\">1010-19<\/a><\/td><td>N\u00f3 a 120\u00b0 (cumeeira)<\/td><td class=\"num\">45,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td class=\"num\">2,50<\/td><td class=\"num\">4,40<\/td><\/tr><tr><td><a href=\"\/pt-pt\/1010-21-peca-de-juncao-de-tubos-10x10cm\/\">1010-21<\/a><\/td><td>Emenda de 2 tubos a 180\u00b0<\/td><td class=\"num\">65,00<\/td><td>\u2013<\/td><td>\u2013<\/td><td class=\"num\">3,20<\/td><td>\u2013<\/td><\/tr><\/table><\/div><p class=\"nt\">\u00ab\u2013\u00bb: n\u00e3o ensaiado. Valores indicativos de laborat\u00f3rio; n\u00e3o s\u00e3o resist\u00eancias de c\u00e1lculo. Em muitos ensaios a rotura deu-se no tubo (enfunamento ou rasgamento), n\u00e3o na uni\u00e3o. Com tubo de 3 ou 4 mm a capacidade do conjunto aumenta, mas cada caso \u00e9 verificado no c\u00e1lculo.<\/p><details><summary>Carga de rotura de cada provete (ensaios 2017\u20132018)<\/summary><div class=\"tw\"><table><tr><th>Uni\u00e3o<\/th><th>Ensaio<\/th><th>Provete 1<\/th><th>Provete 2<\/th><th>Modo de rotura<\/th><\/tr><tr><td class=\"num\">1010-01<\/td><td>Tra\u00e7\u00e3o<\/td><td>19,42 kN<\/td><td>17,90 kN<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-01<\/td><td>Compress\u00e3o<\/td><td>34,63 kN<\/td><td>35,30 kN<\/td><td>enfunamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-01<\/td><td>Flex\u00e3o My<\/td><td>2,43 kN\u00b7m<\/td><td>2,29 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-01<\/td><td>Flex\u00e3o Mz<\/td><td>2,60 kN\u00b7m<\/td><td>2,14 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-01<\/td><td>Esfor\u00e7o transverso Ty \/ Tz<\/td><td>32,29 \/ 24,75 kN<\/td><td>27,14 \/ 26,56 kN<\/td><td>enfunamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-02<\/td><td>Tra\u00e7\u00e3o<\/td><td>28,61 kN<\/td><td>30,98 kN<\/td><td>deforma\u00e7\u00e3o do tubo<\/td><\/tr><tr><td class=\"num\">1010-02<\/td><td>Flex\u00e3o My<\/td><td>2,03 kN\u00b7m<\/td><td>2,27 kN\u00b7m<\/td><td>parafuso e deforma\u00e7\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-02<\/td><td>Flex\u00e3o Mz+ \/ Mz\u2212<\/td><td>3,95 \/ 3,42 kN\u00b7m<\/td><td>3,95 \/ 3,77 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o do n\u00f3<\/td><\/tr><tr><td class=\"num\">1010-03<\/td><td>Tra\u00e7\u00e3o (bra\u00e7o articulado)<\/td><td>19,46 kN<\/td><td>20,73 kN<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-05<\/td><td>Tra\u00e7\u00e3o<\/td><td>20,26 kN<\/td><td>22,81 kN<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-05<\/td><td>Flex\u00e3o My (2017 \/ 2018)<\/td><td>1,45 \/ 3,06 kN\u00b7m<\/td><td>1,61 \/ 2,89 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-05<\/td><td>Flex\u00e3o Mz<\/td><td>4,24 kN\u00b7m<\/td><td>4,20 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-05<\/td><td>Esfor\u00e7o transverso Ty \/ Tz<\/td><td>30,31 \/ 34,10 kN<\/td><td>28,97 \/ 34,06 kN<\/td><td>enfunamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-06<\/td><td>Tra\u00e7\u00e3o<\/td><td>23,55 kN<\/td><td>21,10 kN<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-06<\/td><td>Flex\u00e3o My (2017 \/ 2018)<\/td><td>1,19 \/ 0,86 kN\u00b7m<\/td><td>1,07 \/ 1,13 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-06<\/td><td>Flex\u00e3o Mz<\/td><td>2,99 kN\u00b7m<\/td><td>3,59 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-06<\/td><td>Esfor\u00e7o transverso Ty \/ Tz<\/td><td>23,11 \/ 25,55 kN<\/td><td>24,35 \/ 34,04 kN<\/td><td>enfunamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-07<\/td><td>Tra\u00e7\u00e3o (bra\u00e7o articulado)<\/td><td>24,22 kN<\/td><td>21,99 kN<\/td><td>deforma\u00e7\u00e3o da uni\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-11<\/td><td>Flex\u00e3o My \/ Mz<\/td><td>2,89 \/ 3,73 kN\u00b7m<\/td><td>2,98 \/ 4,29 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-11<\/td><td>Esfor\u00e7o transverso Ty<\/td><td>23,12 kN<\/td><td>22,18 kN<\/td><td>enfunamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-13<\/td><td>Tra\u00e7\u00e3o<\/td><td>57,12 kN<\/td><td>52,32 kN<\/td><td>deforma\u00e7\u00e3o da chapa<\/td><\/tr><tr><td class=\"num\">1010-13<\/td><td>Flex\u00e3o My \/ Mz<\/td><td>4,92 \/ 1,41 kN\u00b7m<\/td><td>4,67 \/ 2,36 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o da chapa<\/td><\/tr><tr><td class=\"num\">1010-14<\/td><td>Tra\u00e7\u00e3o<\/td><td>31,36 kN<\/td><td>29,78 kN<\/td><td>rasgamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-15<\/td><td>Flex\u00e3o My \/ Mz<\/td><td>2,14 \/ 3,30 kN\u00b7m<\/td><td>2,56 \/ 3,24 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-16<\/td><td>Tra\u00e7\u00e3o<\/td><td>30,49 kN<\/td><td>34,41 kN<\/td><td>rasgamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-17<\/td><td>Tra\u00e7\u00e3o<\/td><td>49,33 kN<\/td><td>40,42 kN<\/td><td>rasgamento do tubo<\/td><\/tr><tr><td class=\"num\">1010-19<\/td><td>Tra\u00e7\u00e3o<\/td><td>49,99 kN<\/td><td>53,14 kN<\/td><td>deforma\u00e7\u00e3o do tubo<\/td><\/tr><tr><td class=\"num\">1010-19<\/td><td>Flex\u00e3o My \/ Mz<\/td><td>4,07 \/ 4,89 kN\u00b7m<\/td><td>2,93 \/ 4,68 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o<\/td><\/tr><tr><td class=\"num\">1010-21<\/td><td>Tra\u00e7\u00e3o<\/td><td>72,75 kN<\/td><td>71,88 kN<\/td><td>corte dos parafusos<\/td><\/tr><tr><td class=\"num\">1010-21<\/td><td>Flex\u00e3o My<\/td><td>3,59 kN\u00b7m<\/td><td>3,65 kN\u00b7m<\/td><td>deforma\u00e7\u00e3o do tubo<\/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-cb17625 e-con-boxed smr-sec smr-g e-flex e-con e-parent\" data-id=\"cb17625\" 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-fd25db0 elementor-widget elementor-widget-html\" data-id=\"fd25db0\" 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\">Parafusos e contraventamentos<\/p><h2>Parafusos autoperfurantes, barras chatas e <span>esticadores<\/span><\/h2><h3>Parafuso autoperfurante de refor\u00e7o 6,3\u00d725<\/h3><p>As uni\u00f5es s\u00e3o refor\u00e7adas com parafusos autoperfurantes 6,3\u00d725, que impedem que os elementos se separem com esfor\u00e7os de tra\u00e7\u00e3o. Cada parafuso d\u00e1 <strong>3,40 kN ao corte<\/strong> com um coeficiente de seguran\u00e7a adicional de 3. Cada uni\u00e3o leva no m\u00ednimo 2 fixa\u00e7\u00f5es em duas das faces, e a maioria leva 6 ou mais.<\/p><div class=\"tw\"><table><tr><th>Di\u00e2metro (mm)<\/th><th>Tra\u00e7\u00e3o (kN)<\/th><th>Corte (kN)<\/th><\/tr><tr><td class=\"num\">4,8<\/td><td class=\"num\">9,34<\/td><td class=\"num\">6,58<\/td><\/tr><tr><td class=\"num\">5,5<\/td><td class=\"num\">12,50<\/td><td class=\"num\">8,95<\/td><\/tr><tr><td class=\"num\">6,3<\/td><td class=\"num\">14,45<\/td><td class=\"num\">9,40<\/td><\/tr><\/table><\/div><p class=\"nt\">Resist\u00eancia mec\u00e2nica do parafuso (dureza do n\u00facleo 390 HV; superficial 560 HV).<\/p><div class=\"tw\"><table><tr><th>Parafuso 6,3: espessura da chapa (mm)<\/th><th>Resist\u00eancia ao arrancamento (kN)<\/th><th>Tempo de fura\u00e7\u00e3o (s)<\/th><\/tr><tr><td class=\"num\">4<\/td><td class=\"num\">9,85<\/td><td class=\"num\">2,8<\/td><\/tr><tr><td class=\"num\">5<\/td><td class=\"num\">12,30<\/td><td class=\"num\">3,4<\/td><\/tr><tr><td class=\"num\">6<\/td><td class=\"num\">14,50<\/td><td class=\"num\">3,7<\/td><\/tr><\/table><\/div><h3>Contraventamentos com barra chata<\/h3><p>Os contraventamentos s\u00e3o considerados tirantes que s\u00f3 trabalham \u00e0 tra\u00e7\u00e3o: cruzes de Santo Andr\u00e9 em barra chata 40\u00d74 ou elementos r\u00edgidos em tubo, colocados na fachada onde os v\u00e3os o permitem.<\/p><ul><li>Barra chata 40\u00d74 em a\u00e7o S275JR: <strong>N<sub>Rd<\/sub> = 30,0 kN<\/strong> \u00e0 tra\u00e7\u00e3o.<\/li><li>Barra chata dupla 2 \u00d7 40\u00d74: <strong>N<sub>Rd<\/sub> = 62,0 kN<\/strong>.<\/li><li>A pe\u00e7a que une os esticadores \u00e9 a 1010-17, com 35,00 kN \u00e0 tra\u00e7\u00e3o nos ensaios, acima do que a barra suporta.<\/li><li>Fixa\u00e7\u00e3o da pe\u00e7a de contraventamento \u00e0 estrutura com parafusos M12 da classe 8.8.<\/li><\/ul><h3>Esticadores dos contraventamentos<\/h3><div class=\"tw\"><table><tr><th>Esticador<\/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>Resist\u00eancia \u00e0 tra\u00e7\u00e3o garantida (kN)<\/td><td class=\"num\">2,35<\/td><td class=\"num\">3,20<\/td><td class=\"num\">5,35<\/td><td class=\"num\">6,65<\/td><td class=\"num\">16,65<\/td><td class=\"num\">25,35<\/td><td class=\"num\">36,65<\/td><td class=\"num\">53,35<\/td><td class=\"num\">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-5b429a0 e-con-boxed smr-sec smr-w e-flex e-con e-parent\" data-id=\"5b429a0\" 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-e25a560 elementor-widget elementor-widget-html\" data-id=\"e25a560\" 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\">V\u00e3os indicativos<\/p><h2><span>V\u00e3os m\u00e1ximos<\/span> indicativos com tubo e \u00f3mega<\/h2><p>V\u00e3os de refer\u00eancia do sistema StarModul com tubo 100\u00d7100 e perfil \u00f3mega de 200 mm. <strong>S\u00e3o indicativos: cada projeto \u00e9 calculado.<\/strong><\/p><div class=\"tw\"><table><tr><th>Elemento<\/th><th>V\u00e3o m\u00e1x. (m)<\/th><th>Entre-eixo (m)<\/th><\/tr><tr><td>Cobertura, tubo ao mesmo n\u00edvel<\/td><td class=\"num\">4,50<\/td><td class=\"num\">1,90<\/td><\/tr><tr><td>Cobertura, tubo ao mesmo n\u00edvel<\/td><td class=\"num\">5,27<\/td><td class=\"num\">1,39<\/td><\/tr><tr><td>Cobertura, tubo em 2 n\u00edveis<\/td><td class=\"num\">3,00<\/td><td class=\"num\">3,00<\/td><\/tr><tr><td>Cobertura, tubo em 2 n\u00edveis<\/td><td class=\"num\">3,70<\/td><td class=\"num\">2,15<\/td><\/tr><tr><td>Cobertura, tubo em 2 n\u00edveis<\/td><td class=\"num\">5,30<\/td><td class=\"num\">1,50<\/td><\/tr><tr><td>Cobertura, \u00f3mega 200<\/td><td class=\"num\">5,36<\/td><td class=\"num\">1,65<\/td><\/tr><tr><td>Laje interior, tubo duplo<\/td><td class=\"num\">5,27<\/td><td class=\"num\">1,00<\/td><\/tr><tr><td>Laje, \u00f3mega 200<\/td><td class=\"num\">6,50<\/td><td class=\"num\">0,50<\/td><\/tr><\/table><\/div><p>Para pavilh\u00f5es, o sistema de tubo e uni\u00f5es chega a cerca de 12 m de v\u00e3o; para v\u00e3os maiores, at\u00e9 cerca de 20 m, fazemos <a href=\"\/pt-pt\/pavilhoes-ipe-aparafusados\/\">pavilh\u00f5es em perfis IPE aparafusados<\/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-89b1680 e-con-boxed smr-sec smr-g e-flex e-con e-parent\" data-id=\"89b1680\" 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-a7bab0c elementor-widget elementor-widget-html\" data-id=\"a7bab0c\" 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\">C\u00e1lculo por elementos finitos (2026)<\/p><h2>Contraventamentos e emenda: verifica\u00e7\u00e3o com <span>IDEA StatiCa<\/span> (Euroc\u00f3digo 3)<\/h2><p>Em 2026 foram verificadas por c\u00e1lculo, com IDEA StatiCa Connection (m\u00e9todo de elementos finitos por componentes, EN 1993-1-8, 1-3, 1-1 e 1-5), duas uni\u00f5es do sistema com tubo SHS 100\u00d7100\u00d73 mm.<\/p><h3>Uni\u00e3o articulada de contraventamentos<\/h3><p>Dois perfis SHS 100\u00d7100\u00d73 (S250) a 45\u00b0 ou a 90\u00b0, com parafusos da classe 8.8. Resist\u00eancia m\u00e1xima para cada esfor\u00e7o isolado (n\u00e3o combinados, sem momentos):<\/p><div class=\"tw\"><table><tr><th>Configura\u00e7\u00e3o<\/th><th>Parafusos M10 8.8: axial (kN)<\/th><th>V horizontal (kN)<\/th><th>V vertical (kN)<\/th><th>Autoperfurantes 5,5: axial (kN)<\/th><th>V horizontal (kN)<\/th><th>V vertical (kN)<\/th><\/tr><tr><td>45\u00b0, 3 parafusos por linha<\/td><td class=\"num\">38,0<\/td><td class=\"num\">11,0<\/td><td class=\"num\">15,0<\/td><td class=\"num\">30,0<\/td><td class=\"num\">9,2<\/td><td class=\"num\">12,0<\/td><\/tr><tr><td>45\u00b0, 2 parafusos<\/td><td class=\"num\">33,0<\/td><td class=\"num\">10,5<\/td><td class=\"num\">12,5<\/td><td class=\"num\">20,0<\/td><td class=\"num\">8,5<\/td><td class=\"num\">9,2<\/td><\/tr><tr><td>45\u00b0, 1 parafuso<\/td><td class=\"num\">18,0<\/td><td class=\"num\">10,5<\/td><td class=\"num\">9,2<\/td><td class=\"num\">10,0<\/td><td class=\"num\">10,0<\/td><td class=\"num\">9,2<\/td><\/tr><tr><td>90\u00b0, 3 parafusos<\/td><td class=\"num\">77,0<\/td><td class=\"num\">9,2<\/td><td class=\"num\">11,7<\/td><td class=\"num\">52,0<\/td><td class=\"num\">8,5<\/td><td class=\"num\">11,4<\/td><\/tr><tr><td>90\u00b0, 2 parafusos<\/td><td class=\"num\">68,0<\/td><td class=\"num\">9,0<\/td><td class=\"num\">11,7<\/td><td class=\"num\">35,0<\/td><td class=\"num\">8,2<\/td><td class=\"num\">11,0<\/td><\/tr><tr><td>90\u00b0, 1 parafuso<\/td><td class=\"num\">33,0<\/td><td class=\"num\">8,5<\/td><td class=\"num\">10,0<\/td><td class=\"num\">11,0<\/td><td>\u2013<\/td><td class=\"num\">7,9<\/td><\/tr><\/table><\/div><p class=\"nt\">As mem\u00f3rias estudam 4, 8 e 12 parafusos no total por uni\u00e3o (1, 2 ou 3 por linha). Valores v\u00e1lidos apenas para a geometria, os materiais e a disposi\u00e7\u00e3o estudados.<\/p><h3>Emenda de tubos<\/h3><p>Emenda de dois SHS 100\u00d7100\u00d73 (S280) com uma manga exterior em tubo 110\u00d7110\u00d74 (S235) e 12 parafusos passantes M12 da classe 8.8 (6 de cada lado). Uni\u00e3o articulada (transmite esfor\u00e7os axiais e transversos, n\u00e3o momentos).<\/p><ul><li>Verifica\u00e7\u00e3o com as cargas de um projeto real (pavilh\u00e3o): carga de c\u00e1lculo de <strong>\u00b175 kN<\/strong> \u00e0 tra\u00e7\u00e3o e compress\u00e3o, com aproveitamento dos parafusos de 21,6 %.<\/li><li>An\u00e1lise de resist\u00eancia \u00faltima: fator de carga de <strong>300 %<\/strong>, ou seja, cerca de <strong>225 kN<\/strong> de esfor\u00e7o axial \u00e0 tra\u00e7\u00e3o ou compress\u00e3o.<\/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-216453b e-con-boxed smr-sec smr-w e-flex e-con e-parent\" data-id=\"216453b\" 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-daa060e elementor-widget elementor-widget-html\" data-id=\"daa060e\" 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\">Ensaios de rotura<\/p><h2>Carga de rotura das uni\u00f5es: ensaios no <span>laborat\u00f3rio LERMA<\/span> (UPC)<\/h2><p>As uni\u00f5es da s\u00e9rie 1010 foram ensaiadas at\u00e9 \u00e0 rotura no Laboratori d\u2019Elasticitat i Resist\u00e8ncia de Materials (LERMA) da Universitat Polit\u00e8cnica de Catalunya, em duas campanhas: maio de 2017 (relat\u00f3rios 46009) e outubro de 2018 (relat\u00f3rios 47008). Cada ensaio foi feito com dois provetes de tubo 100\u00d7100\u00d72 mm, carregados at\u00e9 \u00e0 rotura com c\u00e9lula de carga de 100 kN.<\/p><p>Cada ensaio tem a sua curva carga-deslocamento (tra\u00e7\u00e3o e compress\u00e3o) ou momento-rota\u00e7\u00e3o (flex\u00e3o nos eixos y e z). Aqui est\u00e3o as curvas de cada uni\u00e3o (clique para ampliar).<\/p><div id=\"smr-graficas\" class=\"cards\"><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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-01\" width=\"768\" height=\"1246\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-02\" width=\"768\" height=\"1495\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-03\" width=\"768\" height=\"316\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-05\" width=\"768\" height=\"1268\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-06\" width=\"768\" height=\"1235\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-07\" width=\"768\" height=\"332\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-11\" width=\"768\" height=\"619\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-13\" width=\"768\" height=\"896\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-14\" width=\"768\" height=\"298\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-15\" width=\"768\" height=\"596\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-16\" width=\"768\" height=\"297\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-17\" width=\"768\" height=\"297\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-19\" width=\"768\" height=\"895\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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=\"Curvas do ensaio de rotura da uni\u00e3o StarModul 1010-21\" width=\"768\" height=\"598\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Uni\u00e3o 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-smrg3 e-con-boxed smr-sec smr-g e-flex e-con e-parent\" data-id=\"smrg3\" 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-smrg3w elementor-widget elementor-widget-html\" data-id=\"smrg3w\" 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\"><div class=\"hc\"><p class=\"eb\">Obras reais<\/p><h2>Estruturas StarModul <span>montadas<\/span><\/h2><p>Algumas estruturas calculadas e montadas com o sistema de uni\u00f5es aparafusadas. Clique numa foto para a ampliar.<\/p><\/div><div class=\"gal\"><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/edificio-estructura-starmodul-obra-lleida-51.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Edif\u00edcio em obra (Lleida)\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/edificio-estructura-starmodul-obra-lleida-51-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/edificio-estructura-starmodul-obra-lleida-51-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/edificio-estructura-starmodul-obra-lleida-51-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/edificio-estructura-starmodul-obra-lleida-51-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/edificio-estructura-starmodul-obra-lleida-51.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Edif\u00edcio em obra (Lleida)\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Edif\u00edcio em obra (Lleida)<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-ampliacion-oficinas-starmodul-1070.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Amplia\u00e7\u00e3o de escrit\u00f3rios\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-ampliacion-oficinas-starmodul-1070-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-ampliacion-oficinas-starmodul-1070-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-ampliacion-oficinas-starmodul-1070-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-ampliacion-oficinas-starmodul-1070-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-ampliacion-oficinas-starmodul-1070.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Amplia\u00e7\u00e3o de escrit\u00f3rios\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Amplia\u00e7\u00e3o de escrit\u00f3rios<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-desmontable-tubo-starmodul-137.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Estrutura desmont\u00e1vel em tubo\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-desmontable-tubo-starmodul-137-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-desmontable-tubo-starmodul-137-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-desmontable-tubo-starmodul-137-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-desmontable-tubo-starmodul-137-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-desmontable-tubo-starmodul-137.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Estrutura desmont\u00e1vel em tubo\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Estrutura desmont\u00e1vel em tubo<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-faura-1095.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Estrutura montada (Faura)\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-faura-1095-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-faura-1095-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-faura-1095-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-faura-1095-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-faura-1095.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Estrutura montada (Faura)\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Estrutura montada (Faura)<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-llivia-1087.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Estrutura montada (Ll\u00edvia)\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-llivia-1087-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-llivia-1087-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-llivia-1087-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-llivia-1087-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-llivia-1087.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Estrutura montada (Ll\u00edvia)\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Estrutura montada (Ll\u00edvia)<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-cerchas-tubo-galvanizado-atornilladas-starmodul-faura-1098.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Asnas de tubo aparafusadas\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-cerchas-tubo-galvanizado-atornilladas-starmodul-faura-1098-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-cerchas-tubo-galvanizado-atornilladas-starmodul-faura-1098-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-cerchas-tubo-galvanizado-atornilladas-starmodul-faura-1098-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-cerchas-tubo-galvanizado-atornilladas-starmodul-faura-1098-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-cerchas-tubo-galvanizado-atornilladas-starmodul-faura-1098.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Asnas de tubo aparafusadas\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Asnas de tubo aparafusadas<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-industrial-panel-sandwich-starmodul-faura-1096.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Pavilh\u00e3o com painel sandu\u00edche (Faura)\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-industrial-panel-sandwich-starmodul-faura-1096-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-industrial-panel-sandwich-starmodul-faura-1096-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-industrial-panel-sandwich-starmodul-faura-1096-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-industrial-panel-sandwich-starmodul-faura-1096-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-industrial-panel-sandwich-starmodul-faura-1096.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Pavilh\u00e3o com painel sandu\u00edche (Faura)\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Pavilh\u00e3o com painel sandu\u00edche (Faura)<\/figcaption><\/figure><figure><a href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/vivienda-dos-plantas-estructura-metalica-starmodul-mollerussa-253.webp\" data-elementor-open-lightbox=\"yes\" data-elementor-lightbox-slideshow=\"smr-gal\" data-elementor-lightbox-title=\"Moradia de dois pisos (Mollerussa)\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/vivienda-dos-plantas-estructura-metalica-starmodul-mollerussa-253-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/vivienda-dos-plantas-estructura-metalica-starmodul-mollerussa-253-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/vivienda-dos-plantas-estructura-metalica-starmodul-mollerussa-253-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/vivienda-dos-plantas-estructura-metalica-starmodul-mollerussa-253-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/vivienda-dos-plantas-estructura-metalica-starmodul-mollerussa-253.webp 1600w\" sizes=\"auto, (max-width: 767px) 50vw, 330px\" width=\"768\" height=\"576\" alt=\"Estrutura met\u00e1lica aparafusada StarModul: Moradia de dois pisos (Mollerussa)\" loading=\"lazy\" decoding=\"async\" title=\"\"><\/a><figcaption>Moradia de dois pisos (Mollerussa)<\/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-smrd4 e-con-boxed smr-sec smr-w e-flex e-con e-parent\" data-id=\"smrd4\" 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-smrd4w elementor-widget elementor-widget-html\" data-id=\"smrd4w\" 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\">Exemplos e documenta\u00e7\u00e3o<\/p><h2>Exemplos de <span>c\u00e1lculo estrutural<\/span> e documentos<\/h2><p>Com cada or\u00e7amento enviamos o documento \u00abDados b\u00e1sicos para o c\u00e1lculo estrutural com o sistema StarModul\u00bb. Para projetos que precisam de c\u00e1lculo (moradias, pavilh\u00f5es, edif\u00edcios), o nosso engenheiro faz a mem\u00f3ria de c\u00e1lculo e os desenhos estruturais, or\u00e7amentados \u00e0 parte.<\/p><div class=\"docs\"><div class=\"sm-doc\"><svg viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F39200\" stroke-width=\"1.8\" stroke-linecap=\"round\" stroke-linejoin=\"round\" aria-hidden=\"true\"><path d=\"M14 3H6a2 2 0 0 0-2 2v14a2 2 0 0 0 2 2h12a2 2 0 0 0 2-2V9z\"\/><path d=\"M14 3v6h6\"\/><path d=\"M8 13h8M8 17h5\"\/><\/svg><h3>Dados b\u00e1sicos para o c\u00e1lculo estrutural<\/h3><p>O documento que entregamos com cada or\u00e7amento: materiais, cargas de refer\u00eancia e valores de ensaio das uni\u00f5es da s\u00e9rie 1010.<\/p><p class=\"sm-doc__m\">PDF \u00b7 9 p\u00e1gs. \u00b7 0,8 MB (em espanhol)<\/p><div class=\"sm-doc__b\"><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/datos-calculo-estructural-uniones-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">Descarregar PDF<\/a><\/div><\/div><div class=\"sm-doc\"><svg viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F39200\" stroke-width=\"1.8\" stroke-linecap=\"round\" stroke-linejoin=\"round\" aria-hidden=\"true\"><path d=\"M14 3H6a2 2 0 0 0-2 2v14a2 2 0 0 0 2 2h12a2 2 0 0 0 2-2V9z\"\/><path d=\"M14 3v6h6\"\/><path d=\"M8 13h8M8 17h5\"\/><\/svg><h3>Moradia unifamiliar t\u00e9rrea (Alicante, 2024)<\/h3><p>Mem\u00f3ria de c\u00e1lculo real (normas, a\u00e7\u00f5es, modelo 3D, verifica\u00e7\u00f5es) e desenhos estruturais.<\/p><p class=\"sm-doc__m\">PDF \u00b7 118 p\u00e1gs. + 7 folhas \u00b7 3,2 MB (em espanhol)<\/p><div class=\"sm-doc__b\"><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/calculo-estructural-ejemplo-vivienda-planta-baja-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">Mem\u00f3ria de c\u00e1lculo<\/a><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/planos-calculo-ejemplo-vivienda-planta-baja-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">Desenhos<\/a><\/div><\/div><div class=\"sm-doc\"><svg viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F39200\" stroke-width=\"1.8\" stroke-linecap=\"round\" stroke-linejoin=\"round\" aria-hidden=\"true\"><path d=\"M14 3H6a2 2 0 0 0-2 2v14a2 2 0 0 0 2 2h12a2 2 0 0 0 2-2V9z\"\/><path d=\"M14 3v6h6\"\/><path d=\"M8 13h8M8 17h5\"\/><\/svg><h3>Pavilh\u00f5es em perfis IPE (Torre-serona e Gab\u00e3o)<\/h3><p>Desenhos de c\u00e1lculo de dois pavilh\u00f5es de p\u00f3rticos IPE aparafusados. <a href=\"\/pt-pt\/pavilhoes-ipe-aparafusados\/#ejemplos-calculo\">Ver<\/a><\/p><p class=\"sm-doc__m\">PDF \u00b7 6 + 8 folhas \u00b7 4,2 MB<\/p><div class=\"sm-doc__b\"><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/planos-calculo-nave-ipe-torre-serona-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">Torre-serona<\/a><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/planos-calculo-nave-ipe-gabon-starmodul.pdf\" target=\"_blank\" rel=\"noopener\">Gab\u00e3o<\/a><\/div><\/div><div class=\"sm-doc\"><svg viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F39200\" stroke-width=\"1.8\" stroke-linecap=\"round\" stroke-linejoin=\"round\" aria-hidden=\"true\"><path d=\"M14 3H6a2 2 0 0 0-2 2v14a2 2 0 0 0 2 2h12a2 2 0 0 0 2-2V9z\"\/><path d=\"M14 3v6h6\"\/><path d=\"M8 13h8M8 17h5\"\/><\/svg><h3>Cat\u00e1logo geral StarModul<\/h3><p>Uni\u00f5es, tubos, aplica\u00e7\u00f5es e projetos do sistema. <a href=\"\/pt-pt\/catalogo-de-estruturas-metalicas-starmodul\/\">Ver<\/a><\/p><p class=\"sm-doc__m\">PDF \u00b7 47 p\u00e1gs. \u00b7 4,5 MB (em espanhol)<\/p><div class=\"sm-doc__b\"><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/catalogo-general-starmodul-2026.pdf\" target=\"_blank\" rel=\"noopener\">Descarregar PDF<\/a><\/div><\/div><\/div><p class=\"nt\">Documentos reais: foram suprimidos os dados do cliente, do local e do projetista.<\/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-smrf5 e-con-boxed smr-sec smr-g e-flex e-con e-parent\" data-id=\"smrf5\" 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-smrf5w elementor-widget elementor-widget-html\" data-id=\"smrf5w\" 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\"><div class=\"hc\"><p class=\"eb\">Perguntas frequentes<\/p><h2>D\u00favidas sobre o <span>c\u00e1lculo<\/span> das uni\u00f5es<\/h2><\/div><div class=\"sm-faq\"><details><summary>Os valores da tabela s\u00e3o cargas admiss\u00edveis?<\/summary><p>N\u00e3o. S\u00e3o cargas de rotura medidas em ensaios de laborat\u00f3rio com tubo de 100\u00d7100\u00d72 mm e s\u00e3o indicativas. O engenheiro de cada projeto aplica os coeficientes de seguran\u00e7a e as normas aplic\u00e1veis.<\/p><\/details><details><summary>Fazem o c\u00e1lculo estrutural?<\/summary><p>Sim. A StarModul trata dele com o seu engenheiro e or\u00e7amenta-o \u00e0 parte: n\u00e3o est\u00e1 inclu\u00eddo no pre\u00e7o do kit nem das uni\u00f5es. Em Portugal, o projeto \u00e9 assinado por um t\u00e9cnico portugu\u00eas.<\/p><\/details><details><summary>Que parafusos leva cada uni\u00e3o?<\/summary><p>Parafusos DIN 933 classe 8.8, M10\u00d720, com porca autoblocante. Nas estruturas calculadas juntam-se parafusos M10 ou M12 classe 8.8 e parafusos autoperfurantes 6,3\u00d725 de refor\u00e7o.<\/p><\/details><details><summary>Onde descarrego os exemplos de c\u00e1lculo?<\/summary><p>Nesta p\u00e1gina, em \u00abExemplos de c\u00e1lculo estrutural e documentos\u00bb. Os desenhos dos pavilh\u00f5es IPE est\u00e3o tamb\u00e9m na p\u00e1gina dos pavilh\u00f5es IPE.<\/p><\/details><\/div><\/div><script type=\"application\/ld+json\">{\"@context\":\"https:\/\/schema.org\",\"@type\":\"FAQPage\",\"mainEntity\":[{\"@type\":\"Question\",\"name\":\"Os valores da tabela s\u00e3o cargas admiss\u00edveis?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"N\u00e3o. S\u00e3o cargas de rotura medidas em ensaios de laborat\u00f3rio com tubo de 100\u00d7100\u00d72 mm e s\u00e3o indicativas. O engenheiro de cada projeto aplica os coeficientes de seguran\u00e7a e as normas aplic\u00e1veis.\"}},{\"@type\":\"Question\",\"name\":\"Fazem o c\u00e1lculo estrutural?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Sim. A StarModul trata dele com o seu engenheiro e or\u00e7amenta-o \u00e0 parte: n\u00e3o est\u00e1 inclu\u00eddo no pre\u00e7o do kit nem das uni\u00f5es. Em Portugal, o projeto \u00e9 assinado por um t\u00e9cnico portugu\u00eas.\"}},{\"@type\":\"Question\",\"name\":\"Que parafusos leva cada uni\u00e3o?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Parafusos DIN 933 classe 8.8, M10\u00d720, com porca autoblocante. Nas estruturas calculadas juntam-se parafusos M10 ou M12 classe 8.8 e parafusos autoperfurantes 6,3\u00d725 de refor\u00e7o.\"}},{\"@type\":\"Question\",\"name\":\"Onde descarrego os exemplos de c\u00e1lculo?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Nesta p\u00e1gina, em \u00abExemplos de c\u00e1lculo estrutural e documentos\u00bb. Os desenhos dos pavilh\u00f5es IPE est\u00e3o tamb\u00e9m na p\u00e1gina dos pavilh\u00f5es IPE.\"}}]}<\/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-smrc6 e-con-boxed smr-sec smr-d e-flex e-con e-parent\" data-id=\"smrc6\" 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-smrc6w elementor-widget elementor-widget-html\" data-id=\"smrc6w\" 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 sm-ctab\"><p class=\"eb\">C\u00e1lculo estrutural<\/p><h2>Precisa do c\u00e1lculo da sua estrutura? N\u00f3s <span>tratamos<\/span> disso<\/h2><p>Envie-nos o seu projeto ou as medidas: o nosso engenheiro calcula a estrutura com as uni\u00f5es StarModul e or\u00e7amentamos \u00e0 parte. Telefone e WhatsApp +34 609 601 119.<\/p><div class=\"btns\"><a class=\"sm-btn sm-btn--pri\" href=\"\/pt-pt\/contacto\/\">Pedir or\u00e7amento<\/a><a class=\"sm-btn sm-btn--sec\" href=\"https:\/\/wa.me\/34609601119\" target=\"_blank\" rel=\"noopener\">WhatsApp +34 609 601 119<\/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<div class=\"elementor-element elementor-element-smrr7 e-con-full sm-rel-wrap e-flex e-con e-parent\" data-id=\"smrr7\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-smrr7w elementor-widget elementor-widget-html\" data-id=\"smrr7w\" 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<section class=\"sm-rel\"><div class=\"sm-rel__in smr\"><p class=\"eb\">Saiba mais<\/p><h2>Descubra outras <span>solu\u00e7\u00f5es<\/span><\/h2><div class=\"sm-rel__g\"><a class=\"sm-rc\" href=\"\/pt-pt\/como-funciona\/\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1061-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1061-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1061-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1061-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/estructura-starmodul-montada-1061.webp 1600w\" sizes=\"auto, (max-width: 767px) 100vw, 420px\" width=\"768\" height=\"576\" alt=\"Como funciona o sistema StarModul\" loading=\"lazy\" decoding=\"async\" title=\"\"><span class=\"sm-rc__b\"><span class=\"sm-rc__k\">Guia<\/span><span class=\"sm-rc__t\">Como funciona o sistema StarModul<\/span><span class=\"sm-rc__m\">Ver<\/span><\/span><\/a><a class=\"sm-rc\" href=\"\/pt-pt\/juntas-aparafusadas-para-estruturas-de-aco\/\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/cubierta-depositos-riego-estructura-starmodul-1066-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/cubierta-depositos-riego-estructura-starmodul-1066-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/cubierta-depositos-riego-estructura-starmodul-1066-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/cubierta-depositos-riego-estructura-starmodul-1066-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/cubierta-depositos-riego-estructura-starmodul-1066.webp 1600w\" sizes=\"auto, (max-width: 767px) 100vw, 420px\" width=\"768\" height=\"576\" alt=\"Uni\u00f5es aparafusadas para estruturas met\u00e1licas\" loading=\"lazy\" decoding=\"async\" title=\"\"><span class=\"sm-rc__b\"><span class=\"sm-rc__k\">Produto<\/span><span class=\"sm-rc__t\">Uni\u00f5es aparafusadas para estruturas met\u00e1licas<\/span><span class=\"sm-rc__m\">Ver<\/span><\/span><\/a><a class=\"sm-rc\" href=\"\/pt-pt\/pavilhoes-ipe-aparafusados\/\"><img loading=\"lazy\" src=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-ipe-atornillada-terminada-puente-grua-torre-serona-23-768x576.webp\" srcset=\"https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-ipe-atornillada-terminada-puente-grua-torre-serona-23-300x225.webp 300w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-ipe-atornillada-terminada-puente-grua-torre-serona-23-768x576.webp 768w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-ipe-atornillada-terminada-puente-grua-torre-serona-23-1250x938.webp 1250w, https:\/\/starmodul.com\/wp-content\/uploads\/2026\/10\/nave-ipe-atornillada-terminada-puente-grua-torre-serona-23.webp 1600w\" sizes=\"auto, (max-width: 767px) 100vw, 420px\" width=\"768\" height=\"576\" alt=\"Pavilh\u00f5es com p\u00f3rticos IPE aparafusados\" loading=\"lazy\" decoding=\"async\" title=\"\"><span class=\"sm-rc__b\"><span class=\"sm-rc__k\">Solu\u00e7\u00e3o<\/span><span class=\"sm-rc__t\">Pavilh\u00f5es com p\u00f3rticos IPE aparafusados<\/span><span class=\"sm-rc__m\">Ver<\/span><\/span><\/a><\/div><\/div><\/section>\t\t\t\t<\/div>\n\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>Resist\u00eancia das uni\u00f5es StarModul: dados para o c\u00e1lculo estrutural<\/p>\n","protected":false},"author":303,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_header_footer","meta":{"footnotes":""},"class_list":["post-34464","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/pages\/34464","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/users\/303"}],"replies":[{"embeddable":true,"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/comments?post=34464"}],"version-history":[{"count":1,"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/pages\/34464\/revisions"}],"predecessor-version":[{"id":34465,"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/pages\/34464\/revisions\/34465"}],"wp:attachment":[{"href":"https:\/\/starmodul.com\/pt-pt\/wp-json\/wp\/v2\/media?parent=34464"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}