{"id":400,"date":"2025-05-17T13:05:55","date_gmt":"2025-05-17T13:05:55","guid":{"rendered":"https:\/\/spectracons.com\/?p=400"},"modified":"2025-05-17T13:05:56","modified_gmt":"2025-05-17T13:05:56","slug":"73-avrupa-yonetmelikleri-eurocodes","status":"publish","type":"post","link":"https:\/\/spectracons.com\/?p=400","title":{"rendered":"73-Avrupa Y\u00f6netmelikleri (Eurocodes)"},"content":{"rendered":"\n<p>Eurocode Standartlar\u0131 \u015eemas\u0131<\/p>\n\n\n\n<p>EN 1990 &nbsp; &nbsp; &nbsp; Eurocode: Basis of Structural Design<br>EN 1991 &nbsp; &nbsp; &nbsp; Eurocode 1: Actions on structures<br>EN 1992 &nbsp; &nbsp; &nbsp; Eurocode 2: Design of concrete structures<br>EN 1993 &nbsp; &nbsp; &nbsp; Eurocode 3: Design of steel structures<br>EN 1994 &nbsp; &nbsp; &nbsp; Eurocode 4: Design of composite steel and concrete structures<br>EN 1995 &nbsp; &nbsp; &nbsp; Eurocode 5: Design of timber structures<br>EN 1996 &nbsp; &nbsp; &nbsp; Eurocode 6: Design of masonry structures<br>EN 1997 &nbsp; &nbsp; &nbsp; Eurocode 7: Geotechnical design<br>EN 1998 &nbsp; &nbsp; &nbsp; Eurocode 8: Design of structures for earthquake resistance<br>EN 1999 &nbsp; &nbsp; &nbsp; Eurocode 9: Design of aluminium structures<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXeeYKX94c1wXROh45jKtc2P8jJUBpnH6NCUFjjL2DUAHsYEJpnrryUg-JRLoXhJT7j2jlyWafssdVb4JYmd7HLbS_BiaS2zc5TDLhNVy_B69k6ywMGFuQRhsRGStFr5J4o9r-RoUxlKiziYDifEU1dHrtA?key=Nd_CbjtTN79JulabDHz6GA\" alt=\"\"\/><\/figure>\n\n\n\n<p>EN 1990 &nbsp; &nbsp; &nbsp; Eurocode: Basis of Structural Design<\/p>\n\n\n\n<p><br>EN 1991 &nbsp; &nbsp; &nbsp; Eurocode 1: Actions on structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1991-1-1:2002<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-1: General actions \u2013 Densities, self-weight, imposed loads for buildings<\/td><\/tr><tr><td>EN 1991-1-2:2002<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-2: General actions \u2013 Actions on structures exposed to fire<\/td><\/tr><tr><td>EN 1991-1-3:2003<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-3: General actions \u2013 Snow loads<\/td><\/tr><tr><td>EN 1991-1-4:2005<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-4: General actions \u2013 Wind actions<\/td><\/tr><tr><td>EN 1991-1-5:2003<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-5: General actions \u2013 Thermal actions<\/td><\/tr><tr><td>EN 1991-1-6:2005<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-6: General actions \u2013 Actions during execution<\/td><\/tr><tr><td>EN 1991-1-7:2006<\/td><td>Eurocode 1: Actions on structures \u2013 Part 1-7: General actions \u2013 Accidental actions<\/td><\/tr><tr><td>EN 1991-2:2003<\/td><td>Eurocode 1: Actions on structures \u2013 Part 2: Traffic loads on bridges<\/td><\/tr><tr><td>EN 1991-3:2006<\/td><td>Eurocode 1: Actions on structures \u2013 Part 3: Actions induced by cranes and machinery<\/td><\/tr><tr><td>EN 1991-4: 2006<\/td><td>Eurocode 1: Actions on structures \u2013 Part 4: Silos and tanks<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1992 &nbsp; &nbsp; &nbsp; Eurocode 2: Design of concrete structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1992-1-1:2004<\/td><td>Eurocode 2: Design of concrete structures \u2013 Part 1-1: General rules and rules for buildings<\/td><\/tr><tr><td>EN 1992-1-2:2004<\/td><td>Eurocode 2: Design of concrete structures \u2013 Part 1-2: General rules \u2013 Structural fire design<\/td><\/tr><tr><td>EN 1992-2:2005<\/td><td>Eurocode 2: Design of concrete structures \u2013 Part 2: Concrete bridges \u2013 Design and detailing rules<\/td><\/tr><tr><td>EN 1992-3:2006<\/td><td>Eurocode 2: Design of concrete structures \u2013 Part 3: Liquid retaining and containment structures<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1993 &nbsp; &nbsp; &nbsp; Eurocode 3: Design of steel structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1993-1-1:2005<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-1: General rules and rules for buildings<\/td><\/tr><tr><td>EN 1993-1-2:2005<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-2: General rules \u2013 Structural fire design<\/td><\/tr><tr><td>EN 1993-1-3:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-3: General rules \u2013 Supplementary rules for cold-formed members and sheeting<\/td><\/tr><tr><td>EN 1993-1-4:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-4: General rules \u2013 Supplementary rules for stainless steels<\/td><\/tr><tr><td>EN 1993-1-5:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-5: General rules \u2013 Plated structural elements<\/td><\/tr><tr><td>EN 1993-1-6:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-6: Strength and stability of shell structures<\/td><\/tr><tr><td>EN 1993-1-7:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-7: Strength and stability of planar plated structures subject to out of plane loading<\/td><\/tr><tr><td>EN 1993-1-8:2005<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-8: Design of joints<\/td><\/tr><tr><td>EN 1993-1-9:2005<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-9: Fatigue<\/td><\/tr><tr><td>EN 1993-1-10:2005<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-10: Material toughness and through-thickness properties<\/td><\/tr><tr><td>EN 1993-1-11:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-11: Design of structures with tension components<\/td><\/tr><tr><td>EN 1993-1-12:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 1-12: General \u2013 High strength steels<\/td><\/tr><tr><td>EN 1993-2:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 2: Steel bridges<\/td><\/tr><tr><td>EN 1993-3-1:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 3-1: Towers, masts and chimneys \u2013 Towers and masts<\/td><\/tr><tr><td>EN 1993-3-2:2006<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 3-2: Towers, masts and chimneys \u2013 Chimneys<\/td><\/tr><tr><td>EN 1993-4-1:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 4-1: Silos<\/td><\/tr><tr><td>EN 1993-4-2:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 4-2: Tanks<\/td><\/tr><tr><td>EN 1993-4-3:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 4-3: Pipelines<\/td><\/tr><tr><td>EN 1993-5:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 5: Piling<\/td><\/tr><tr><td>EN 1993-6:2007<\/td><td>Eurocode 3: Design of steel structures \u2013 Part 6: Crane supporting structures<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1994 &nbsp; &nbsp; &nbsp; Eurocode 4: Design of composite steel and concrete structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1994-1-1:2004<\/td><td>Eurocode 4: Design of composite steel and concrete structures \u2013 Part 1-1: General rules and rules for buildings<\/td><\/tr><tr><td>EN 1994-1-2:2005<\/td><td>Eurocode 4: Design of composite steel and concrete structures \u2013 Part 1-2: General rules \u2013 Structural fire design<\/td><\/tr><tr><td>EN 1994-2:2005<\/td><td>Eurocode 4: Design of composite steel and concrete structures \u2013 Part 2: General rules and rules for bridges<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1995 &nbsp; &nbsp; &nbsp; Eurocode 5: Design of timber structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1995-1-1:2004<\/td><td>Eurocode 5: Design of timber structures \u2013 Part 1-1: General \u2013 Common rules and rules for buildings<\/td><\/tr><tr><td>EN 1995-1-2:2004<\/td><td>Eurocode 5: Design of timber structures \u2013 Part 1-2: General \u2013 Structural fire design<\/td><\/tr><tr><td>EN 1995-2:2004<\/td><td>Eurocode 5: Design of timber structures \u2013 Part 2: Bridges<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1996 &nbsp; &nbsp; &nbsp; Eurocode 6: Design of masonry structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1996-1-1:2005<\/td><td>Eurocode 6: Design of masonry structures \u2013 Part 1-1: General rules for reinforced and unreinforced masonry structures<\/td><\/tr><tr><td>EN 1996-1-2:2005<\/td><td>Eurocode 6: Design of masonry structures \u2013 Part 1-2: General rules \u2013 Structural fire design<\/td><\/tr><tr><td>EN 1996-2:2006<\/td><td>Eurocode 6: Design of masonry structures \u2013 Part 2: Design considerations, selection of materials and execution of masonry<\/td><\/tr><tr><td>EN 1996-3:2006<\/td><td>Eurocode 6: Design of masonry structures \u2013 Part 3: Simplified calculation methods for unreinforced masonry structures<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1997 &nbsp; &nbsp; &nbsp; Eurocode 7: Geotechnical design<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1997-1:2004<\/td><td>Eurocode 7: Geotechnical design \u2013 Part 1: General rules<\/td><\/tr><tr><td>EN 1997-2:2007<\/td><td>Eurocode 7: Geotechnical design \u2013 Part 2: Ground investigation and testing<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1998 &nbsp; &nbsp; &nbsp; Eurocode 8: Design of structures for earthquake resistance<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1998-1:2004<\/td><td>Eurocode 8: Design of structures for earthquake resistance \u2013 Part 1: General rules, seismic actions and rules for buildings<\/td><\/tr><tr><td>EN 1998-2:2005<\/td><td>Eurocode 8: Design of structures for earthquake resistance \u2013 Part 2: Bridges<\/td><\/tr><tr><td>EN 1998-3:2005<\/td><td>Eurocode 8: Design of structures for earthquake resistance \u2013 Part 3: Assessment and retrofitting of buildings<\/td><\/tr><tr><td>EN 1998-4:2006<\/td><td>Eurocode 8: Design of structures for earthquake resistance \u2013 Part 4: Silos, tanks and pipelines<\/td><\/tr><tr><td>EN 1998-5:2004<\/td><td>Eurocode 8: Design of structures for earthquake resistance \u2013 Part 5: Foundations, retaining structures and geotechnical aspects<\/td><\/tr><tr><td>EN 1998-6:2005<\/td><td>Eurocode 8: Design of structures for earthquake resistance \u2013 Part 6: Towers, masts and chimneys<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><br>EN 1999 &nbsp; &nbsp; &nbsp; Eurocode 9: Design of aluminium structures<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><tbody><tr><td>EN 1999-1-1:2007<\/td><td>Eurocode 9: Design of aluminium structures \u2013 Part 1-1: General structural rules<\/td><\/tr><tr><td>EN 1999-1-2:2007<\/td><td>Eurocode 9: Design of aluminium structures \u2013 Part 1-2: Structural fire design<\/td><\/tr><tr><td>EN 1999-1-3:2007<\/td><td>Eurocode 9: Design of aluminium structures \u2013 Part 1-3: Structures susceptible to fatigue<\/td><\/tr><tr><td>EN 1999-1-4:2007<\/td><td>Eurocode 9: Design of aluminium structures \u2013 Part 1-4: Cold-formed structural sheeting<\/td><\/tr><tr><td>EN 1999-1-5:2007<\/td><td>Eurocode 9: Design of aluminium structures \u2013 Part 1-5: Shell structures<\/td><\/tr><\/tbody><\/table><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>Eurocode Standartlar\u0131 \u015eemas\u0131 EN 1990 &nbsp; &nbsp; &nbsp; Eurocode: Basis of Structural DesignEN 1991 &nbsp; &nbsp; &nbsp; Eurocode 1: Actions [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"ub_ctt_via":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"disabled","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[1],"tags":[],"class_list":["post-400","post","type-post","status-publish","format-standard","hentry","category-uncategorized"],"featured_image_src":null,"author_info":{"display_name":"coskunfatih","author_link":"https:\/\/spectracons.com\/?author=1"},"_links":{"self":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts\/400","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=400"}],"version-history":[{"count":1,"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts\/400\/revisions"}],"predecessor-version":[{"id":401,"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts\/400\/revisions\/401"}],"wp:attachment":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=400"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=400"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=400"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}