{"id":23005,"date":"2025-09-17T11:54:14","date_gmt":"2025-09-17T11:54:14","guid":{"rendered":"https:\/\/support.buildsoft.eu\/docs\/12build\/berekeningen-en-dimensionering\/maximale-relatieve-vervorming\/"},"modified":"2026-03-11T10:59:57","modified_gmt":"2026-03-11T10:59:57","slug":"maximale-relatieve-vervorming","status":"publish","type":"docs","link":"https:\/\/support.buildsoft.eu\/nl\/docs\/12build\/berekeningen-en-dimensionering\/maximale-relatieve-vervorming\/","title":{"rendered":"Maximale relatieve vervorming"},"content":{"rendered":"\n<p style=\"font-size:16px\">1-2-Build houdt tijdens het ontwerp rekening met de maximale relatieve doorbuiging die door de gebruiker is gedefinieerd. Als het bouwwerk niet aan deze eis voldoet, geeft 1-2-Build een waarschuwing.<\/p>\n\n<p style=\"font-size:16px\">Een gedetailleerd overzicht van de toelaatbare verovrmingen kan je vinden in de norm, zoals de <a href=\"https:\/\/www.buildwise.be\/nl\/publicaties\/zoeken\/nbn-b-03-003-nl\/\" target=\"_blank\" rel=\"noreferrer noopener\">NBN B 03-003 voor Belgi\u00eb<\/a>. <\/p>\n\n<p class=\"wp-block-ht-blocks-messages wp-block-hb-message wp-block-hb-message--withicon is-style-alert\">Voor structuren in gewapend beton moet je de gescheurde vervorming na kruip bepalen. Deze vervorming kan een factor 3 tot 5 keer groter zijn dan de elastische vervorming. Het is echter niet mogelijk om de gescheurde doorbuiging na kruip te berekenen met 1-2-Build. Dat kan wel met ConCrete of Diamonds.<\/p>\n","protected":false},"featured_media":0,"parent":22774,"menu_order":1,"comment_status":"closed","ping_status":"closed","template":"","doc_tag":[],"comment_count":0,"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs\/23005"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/types\/docs"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/comments?post=23005"}],"version-history":[{"count":4,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs\/23005\/revisions"}],"predecessor-version":[{"id":25876,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs\/23005\/revisions\/25876"}],"up":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs\/22774"}],"next":[{"title":"Keuze van de norm","link":"https:\/\/support.buildsoft.eu\/nl\/docs\/12build\/berekeningen-en-dimensionering\/keuze-van-de-norm\/","href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs\/22940"}],"prev":[{"title":"Elastische analyse","link":"https:\/\/support.buildsoft.eu\/nl\/docs\/12build\/berekeningen-en-dimensionering\/elastische-analyse\/","href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/docs\/22934"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=23005"}],"wp:term":[{"taxonomy":"doc_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/doc_tag?post=23005"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}