{"id":2358,"date":"2024-08-20T16:50:36","date_gmt":"2024-08-20T13:50:36","guid":{"rendered":"https:\/\/www.cys.org.cy\/?post_type=package&#038;p=2358"},"modified":"2024-11-26T15:17:49","modified_gmt":"2024-11-26T13:17:49","slug":"generic-package-of-eurocodes","status":"publish","type":"package","link":"https:\/\/www.cys.org.cy\/en\/package\/generic-package-of-eurocodes\/","title":{"rendered":"GENERIC PACKAGE OF EUROCODES"},"content":{"rendered":"<h4 class=\"drptblspc\"><strong>Package 1 &#8211; Basic requirements for buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n<p class=\"drptblspc\">\n<table id=\"tablepress-23\" class=\"tablepress tablepress-id-23\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1990:2002-iss2<\/td><td class=\"column-2\">A1:2005 + AC:2010<\/td><td class=\"column-3\">Eurocode - Basis of structural design<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1991-1-1:2002-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1991-1-2:2002-iss1<\/td><td class=\"column-2\">AC:2013<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1991-1-3:2003-iss2<\/td><td class=\"column-2\">AC:2009+A1:2015<\/td><td class=\"column-3\">Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1991-1-4:2005-iss1<\/td><td class=\"column-2\">AC:2010 + A1:2010<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1991-1-5:2003-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1991-1-6:2005 \u2013iss1<\/td><td class=\"column-2\">AC:2013<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-6: General actions - Actions during execution<\/td><td class=\"column-4\">66<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1991-1-7:2006<\/td><td class=\"column-2\">AC:2010+A1:2014<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-7: General actions \u2013 Accidentials actions<\/td><td class=\"column-4\">109<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1997-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 7: Geotechnical design - Part 1: General rules<\/td><td class=\"column-4\">154<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1997-2:2007<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing<\/td><td class=\"column-4\">162<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1998-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1998-3:2005<\/td><td class=\"column-2\">AC:2013<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">CYS EN 1998-5:2004<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 1542.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-23 from cache --><\/p>\n<h4><\/h4>\n<h4 class=\"drptblspc\"><strong>Package 1\/1 &#8211; Steel buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-32\" class=\"tablepress tablepress-id-32\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1992-1-1:2004-iss1<\/td><td class=\"column-2\">AC:2010+A1:2014<\/td><td class=\"column-3\">Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1992-1-2:2004-iss1<\/td><td class=\"column-2\">\u0391C:2008+A1:2019<\/td><td class=\"column-3\">Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1992-3:2006<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures<\/td><td class=\"column-4\">61<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 362.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-32 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 1\/2 &#8211; Steel buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-33\" class=\"tablepress tablepress-id-33\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">\u0391C:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1993-1-2:2005-iss2<\/td><td class=\"column-2\">\u0391C:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design<\/td><td class=\"column-4\">109<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1993-1-3:2006-iss1<\/td><td class=\"column-2\">\u0391C:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1993-1-4:2006<\/td><td class=\"column-2\">A1:2015+A2:2020<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1993-1-5:2006-iss2<\/td><td class=\"column-2\">AC:2009+A1:20017<br \/>\n+A2:2019<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-8:2005-iss2<\/td><td class=\"column-2\">\u0391C:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-8: Design of joints<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-9:2005 \u2013iss2<\/td><td class=\"column-2\">\u0391C:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-9: Fatigue<\/td><td class=\"column-4\">74<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss2<\/td><td class=\"column-2\">\u0391C:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 840.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-33 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 1\/3 &#8211; Composite steel and concrete buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-34\" class=\"tablepress tablepress-id-34\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">AC:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1993-1-2:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design<\/td><td class=\"column-4\">109<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1993-1-3:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1993-1-4:2006<\/td><td class=\"column-2\">A1:2015+A2:2020<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1993-1-5:2006-iss2<\/td><td class=\"column-2\">AC:2009+A1:20017+A2:2019<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-8:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-8: Design of joints<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-9:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-9: Fatigue<\/td><td class=\"column-4\">74<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1994-1-2:2005-iss1<\/td><td class=\"column-2\">AC:2008+A1:2014<\/td><td class=\"column-3\">Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1992-1-1:2004-iss1<\/td><td class=\"column-2\">AC:2010+A1:2014<\/td><td class=\"column-3\">Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1992-1-2:2004-iss1<\/td><td class=\"column-2\">AC:2008+A1:2019<\/td><td class=\"column-3\">Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 1269.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-34 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 1\/4 &#8211; Timber buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-35\" class=\"tablepress tablepress-id-35\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1995-1-1:2004-iss2<\/td><td class=\"column-2\">A2:2014+A1:2008 +AC:2006<\/td><td class=\"column-3\">Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1995-1-2:2004-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design<\/td><td class=\"column-4\">109<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 255.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-35 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 1\/5 &#8211; Masonry buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-36\" class=\"tablepress tablepress-id-36\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1996-1-1:2005+A1:2012<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1996-1-2:2005 iss1<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 6 - Design of masonry structures - Part 1-2: General rules - Structural fire design<\/td><td class=\"column-4\">119<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1996-2:2006 -iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution of masonry<\/td><td class=\"column-4\">74<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1996-3:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures<\/td><td class=\"column-4\">84<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 413.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-36 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 1\/6 &#8211; Aluminium buildings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-37\" class=\"tablepress tablepress-id-37\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1999-1-1:2007-<\/td><td class=\"column-2\">A1:2009+A2:2013<\/td><td class=\"column-3\">Eurocode 9: Design of aluminium structures - Part 1-1: General structural rules<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1999-1-2:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 9 - Design of aluminium structures - Part 1-2:Structural fire design<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1999-1-3:2007<\/td><td class=\"column-2\">A1:2011<\/td><td class=\"column-3\">Eurocode 9: Design of aluminium structures \u2013 Part 1-3: Structures susceptible to fatigue<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1999-1-4:2007-iss1<\/td><td class=\"column-2\">AC:2009+A1:2011<\/td><td class=\"column-3\">Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheeting<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1999-1-5:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 614.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-37 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 2 &#8211; Basic requirements for the design of bridges<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-38\" class=\"tablepress tablepress-id-38\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1990:2002-iss2<\/td><td class=\"column-2\">A1:2005 + AC:2010<\/td><td class=\"column-3\">Eurocode - Basis of structural design<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1991-1-1:2002-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1991-1-3:2003-iss2<\/td><td class=\"column-2\">AC:2009+A1:2015<\/td><td class=\"column-3\">Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1991-1-4:2005-iss1<\/td><td class=\"column-2\">AC:2010+A1:2010<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1991-1-5:2003-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1991-1-6:2005-iss1<\/td><td class=\"column-2\">AC:2013<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-6: General actions - Actions during execution<\/td><td class=\"column-4\">66<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1991-2:2003-iss2<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1997-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 7: Geotechnical design - Part 1: General rules<\/td><td class=\"column-4\">154<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1997-2:2007<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing<\/td><td class=\"column-4\">162<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1998-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1998-2:2005-iss1<\/td><td class=\"column-2\">AC:2010+A1:2009+A2:2011<\/td><td class=\"column-3\">Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1998-5:2004<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance \u2014 Part 5: Foundations, retaining structures and geotechnical aspects<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 1500.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-38 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 2\/1 &#8211; Concrete bridges<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-39\" class=\"tablepress tablepress-id-39\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1992-1-1:2004-iss1<\/td><td class=\"column-2\">AC:2010+A1:2014<\/td><td class=\"column-3\">Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1992-2:2005-iss1<\/td><td class=\"column-2\">AC:2008<\/td><td class=\"column-3\">Eurocode 2 - Design of concrete structures - Concrete bridges - Design and detailing rules<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1992-3:2006<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures<\/td><td class=\"column-4\">61<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 362.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-39 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 2\/2 &#8211; Steel bridges<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-40\" class=\"tablepress tablepress-id-40\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1991-3:2006<\/td><td class=\"column-2\">AC:2012<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 3: Actions induced by cranes and machinery<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">AC:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1993-1-5:2006-iss2<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1993-1-7:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subject to out of plane loading<\/td><td class=\"column-4\">84<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1993-1-8:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-8: Design of joints<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-9:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-9: Fatigue<\/td><td class=\"column-4\">74<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-11:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components<\/td><td class=\"column-4\">78<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1993-2:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 2: Steel Bridges<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 867.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-40 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 2\/3 &#8211; Composite steel bridges<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-41\" class=\"tablepress tablepress-id-41\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1992-1-1:2004-iss1<\/td><td class=\"column-2\">AC:2010+A1:2014<\/td><td class=\"column-3\">Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1992-2:2005-iss1<\/td><td class=\"column-2\">AC:2008<\/td><td class=\"column-3\">Eurocode 2 - Design of concrete structures - Concrete bridges - Design and detailing rules<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">AC:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1993-1-5:2006-iss2<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1993-1-7:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subject to out of plane loading<\/td><td class=\"column-4\">84<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-8:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-8: Design of joints<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-9:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-9: Fatigue<\/td><td class=\"column-4\">74<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1993-1-11:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components<\/td><td class=\"column-4\">78<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1993-2:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 2: Steel Bridges<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1994-1-1:2004-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1994-2:2005-iss1<\/td><td class=\"column-2\">AC:2008<\/td><td class=\"column-3\">Eurocode 4 - Design of composite steel and concrete structures - Part 2: General rules and rules for bridges<\/td><td class=\"column-4\">119<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 1334.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-41 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 2\/4 &#8211; Timber bridges<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-42\" class=\"tablepress tablepress-id-42\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1995-1-1:2004-iss2<\/td><td class=\"column-2\">A1:2014+A1:2008+AC:2006<\/td><td class=\"column-3\">Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1995-2:2004<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 5: Design of timber structures - Part 2: Bridges<\/td><td class=\"column-4\">72<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 218.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-42 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 3 &#8211; Design of Silos\/Tanks<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-43\" class=\"tablepress tablepress-id-43\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1990:2002-iss2<\/td><td class=\"column-2\">AC:2010 + A1:2005<\/td><td class=\"column-3\">Eurocode - Basis of structural design<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1991-1-1:2002-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1991-1-3:2003-iss2<\/td><td class=\"column-2\">AC:2009+A1:2015<\/td><td class=\"column-3\">Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1991-1-4:2005-iss1<\/td><td class=\"column-2\">AC:2010+ A1:2010<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1991-1-5:2003-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1991-4:2006<\/td><td class=\"column-2\">AC:2012<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 4: Silos and tanks<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1992-3:2006<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures<\/td><td class=\"column-4\">61<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">AC:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1993-1-3:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1993-1-6:2007-iss2<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1993-1-7:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subject to out of plane loading<\/td><td class=\"column-4\">84<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">CYS EN 1993-4-1:2007-iss1<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 4-1: Silos<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">CYS EN 1993-4-2:2007-iss1<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 4-2: Tanks<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">CYS EN 1997-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 7: Geotechnical design - Part 1: General rules<\/td><td class=\"column-4\">154<\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">CYS EN 1997-2:2007<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing<\/td><td class=\"column-4\">162<\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">CYS EN 1998-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">CYS EN 1998-4:2006<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8 - Design of structures for earthquake resistance -Part 4: Silos, tanks and pipelines<\/td><td class=\"column-4\">119<\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">CYS EN 1998-5:2004<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">updated:04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 2237.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-43 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 4 &#8211; Design of Steel piles<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-44\" class=\"tablepress tablepress-id-44\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price without VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1990:2002-iss2<\/td><td class=\"column-2\">A1:2005 + AC:2010<\/td><td class=\"column-3\">Eurocode - Basis of structural design<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1991-1-1:2002-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">AC:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1993-1-3:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1993-1-5:2006-iss2<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements<\/td><td class=\"column-4\">97<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-7:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subject to out of plane loading<\/td><td class=\"column-4\">84<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-5:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 5: Piling<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1997-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 7: Geotechnical design - Part 1: General rules<\/td><td class=\"column-4\">154<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1997-2:2007<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing<\/td><td class=\"column-4\">162<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1998-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1998-5:2004<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 1429.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-44 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 5 &#8211; Steel Buldings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-45\" class=\"tablepress tablepress-id-45\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Price without VAT<\/th><th class=\"column-3\">Title<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1990:2002-iss2<\/td><td class=\"column-2\">136<\/td><td class=\"column-3\">Eurocode - Basis of structural design<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1991-1-1:2002-iss2<\/td><td class=\"column-2\">89<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1991-1-3:2003-iss2<\/td><td class=\"column-2\">104<\/td><td class=\"column-3\">Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1991-3:2006<\/td><td class=\"column-2\">89<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 3: Actions induced by cranes and machinery<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">128<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-3:2006-iss1<\/td><td class=\"column-2\">146<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-4:2006<\/td><td class=\"column-2\">97<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-5:2006-iss2<\/td><td class=\"column-2\">97<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1993-1-8:2005-iss1<\/td><td class=\"column-2\">146<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-8: Design of joints<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1993-1-9:2005-iss1<\/td><td class=\"column-2\">74<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-9: Fatigue<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss1<\/td><td class=\"column-2\">43<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1993-6:2007-iss1<\/td><td class=\"column-2\">78<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 6: Crane supporting structures<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">CYS EN 1997-1:2004-iss1<\/td><td class=\"column-2\">154<\/td><td class=\"column-3\">Eurocode 7: Geotechnical design - Part 1: General rules<\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">CYS EN 1997-2:2007<\/td><td class=\"column-2\">162<\/td><td class=\"column-3\">Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing<\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">CYS EN 1998-1:2004-iss1<\/td><td class=\"column-2\">173<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings<\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">CYS EN 1998-5:2004<\/td><td class=\"column-2\">89<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects<\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\"><\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\">Total 1805.00<\/td><td class=\"column-3\"><\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\"><\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\"><\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-45 from cache -->\n<p>&nbsp;<\/p>\n<h4 class=\"drptblspc\"><strong>Package 6 &#8211; Steel Buldings<\/strong><\/h4>\n<p>&nbsp;<\/p>\n\n<table id=\"tablepress-46\" class=\"tablepress tablepress-id-46\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Standard No.<\/th><th class=\"column-2\">Modifications<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Price withou VAT<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">CYS EN 1990:2002-iss2<\/td><td class=\"column-2\">A1:2005 + AC:2010<\/td><td class=\"column-3\">Eurocode - Basis of structural design<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">CYS EN 1991-1-1:2002-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">CYS EN 1991-1-3:2003-iss2<\/td><td class=\"column-2\">AC:2009+A1:2015<\/td><td class=\"column-3\">Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads<\/td><td class=\"column-4\">104<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">CYS EN 1991-1-4:2005- iss1<\/td><td class=\"column-2\">AC:2010+A1:2010<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">CYS EN 1991-1-5:2003-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">CYS EN 1993-1-1:2005-iss2<\/td><td class=\"column-2\">AC:2009+A1:2014<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings<\/td><td class=\"column-4\">128<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">CYS EN 1993-1-3:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">CYS EN 1993-1-6:2007 -iss2<\/td><td class=\"column-2\">AC:2009+A1:2017<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures<\/td><td class=\"column-4\">136<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">CYS EN 1993-1-7:2007-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 1-7: Plated structures subject to out of plane loading<\/td><td class=\"column-4\">84<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">CYS EN 1993-1-8:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-8: Design of joints<\/td><td class=\"column-4\">146<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">CYS EN 1993-1-9:2005-iss2<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-9: Fatigue<\/td><td class=\"column-4\">74<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">CYS EN 1993-1-10:2005-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties<\/td><td class=\"column-4\">43<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">CYS EN 1993-3-1:2006-iss1<\/td><td class=\"column-2\">AC:2009<\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 3-1: Towers, masts and chimneys - Towers and masts<\/td><td class=\"column-4\">119<\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">CYS EN 1993-3-2:2006<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 3 - Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys<\/td><td class=\"column-4\">72<\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">CYS EN 1997-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 7: Geotechnical design - Part 1: General rules<\/td><td class=\"column-4\">154<\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">CYS EN 1997-2:2007<\/td><td class=\"column-2\">AC:2010<\/td><td class=\"column-3\">Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing<\/td><td class=\"column-4\">162<\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">CYS EN 1998-1:2004-iss1<\/td><td class=\"column-2\">AC:2009+A1:2013<\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings<\/td><td class=\"column-4\">173<\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">CYS EN 1998-5:2004<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">CYS EN 1998-6:2005<\/td><td class=\"column-2\"><\/td><td class=\"column-3\">Eurocode 8: Design of structures for earthquake resistance - Part 6: Towers, masts and chimneys<\/td><td class=\"column-4\">89<\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">updated: 04\/09\/2023<\/td><td class=\"column-2\"><\/td><td class=\"column-3\"><\/td><td class=\"column-4\">Total 2179.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-46 from cache -->\n","protected":false},"featured_media":2361,"template":"","meta":{"_acf_changed":false,"_seopress_robots_primary_cat":"","_seopress_titles_title":"\u0393\u0395\u039d\u0399\u039a\u039f \u03a0\u0391\u039a\u0395\u03a4\u039f \u0395\u03a5\u03a1\u03a9\u039a\u03a9\u0394\u0399\u039a\u03a9\u039d","_seopress_titles_desc":"\u039a\u03c5\u03c0\u03c1\u03b9\u03b1\u03ba\u03cc\u03c2 \u039f\u03c1\u03b3\u03b1\u03bd\u03b9\u03c3\u03bc\u03cc\u03c2 \u03a4\u03c5\u03c0\u03bf\u03c0\u03bf\u03af\u03b7\u03c3\u03b7\u03c2","_seopress_robots_index":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","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":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"default","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"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":""},"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-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":"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":""},"mobile":{"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":""}}},"class_list":["post-2358","package","type-package","status-publish","has-post-thumbnail","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/package\/2358","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/package"}],"about":[{"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/types\/package"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/media\/2361"}],"wp:attachment":[{"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/media?parent=2358"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}