{"id":2362,"date":"2024-08-20T16:51:16","date_gmt":"2024-08-20T13:51:16","guid":{"rendered":"https:\/\/www.cys.org.cy\/?post_type=package&#038;p=2362"},"modified":"2024-08-31T15:41:10","modified_gmt":"2024-08-31T12:41:10","slug":"waste-management","status":"publish","type":"package","link":"https:\/\/www.cys.org.cy\/en\/package\/waste-management\/","title":{"rendered":"WASTE MANAGEMENT"},"content":{"rendered":"\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 -->\n","protected":false},"featured_media":2365,"template":"","meta":{"_acf_changed":false,"_seopress_robots_primary_cat":"","_seopress_titles_title":"","_seopress_titles_desc":"","_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-2362","package","type-package","status-publish","has-post-thumbnail","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/package\/2362","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\/2365"}],"wp:attachment":[{"href":"https:\/\/www.cys.org.cy\/en\/wp-json\/wp\/v2\/media?parent=2362"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}