{"id":17880,"date":"2025-09-17T11:54:14","date_gmt":"2025-09-17T11:54:14","guid":{"rendered":"https:\/\/support.buildsoft.eu\/docs\/12build\/analysis-dimensioning\/maximum-relative-deflection\/"},"modified":"2026-07-08T10:35:29","modified_gmt":"2026-07-08T10:35:29","slug":"maximum-relative-deflection","status":"publish","type":"docs","link":"https:\/\/support.buildsoft.eu\/es\/docs\/12build\/analysis-dimensioning\/maximum-relative-deflection\/","title":{"rendered":"Maximum relative deflection"},"content":{"rendered":"\n<p style=\"font-size:16px\">1\u20222\u2022Build takes the maximum relative deflection defined by the user into account during the design. If the structure does not meet this requirement, 1\u20222\u2022Build issues a warning.<\/p>\n\n\n\n<p style=\"font-size:16px\">A detailed overview of maximum allowed deflections is given in standards, like <a rel=\"noreferrer noopener\" href=\"https:\/\/www.buildwise.be\/nl\/publicaties\/zoeken\/nbn-b-03-003-nl\/\" target=\"_blank\">NBN B 03-003<\/a>. <\/p>\n\n\n\n<p class=\"wp-block-ht-blocks-messages wp-block-hb-message wp-block-hb-message--withicon is-style-alert\">The cracked deflection after creep must be calculated for structures in reinforced concrete. This deformation can be a factor 3 to 5 times larger than the elastic deformation. However, it is not possible to calculate the cracked deflection after creep with 1\u20222\u2022Build. You&#8217;ll need ConCrete or Diamonds for this.<\/p>\n","protected":false},"featured_media":0,"parent":17855,"menu_order":1,"comment_status":"closed","ping_status":"closed","template":"","doc_tag":[],"comment_count":0,"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs\/17880"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/types\/docs"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/comments?post=17880"}],"version-history":[{"count":9,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs\/17880\/revisions"}],"predecessor-version":[{"id":30188,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs\/17880\/revisions\/30188"}],"up":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs\/17855"}],"next":[{"title":"Choice of design standard","link":"https:\/\/support.buildsoft.eu\/es\/docs\/12build\/analysis-dimensioning\/choice-of-design-code\/","href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs\/17884"}],"prev":[{"title":"Elastic analysis","link":"https:\/\/support.buildsoft.eu\/es\/docs\/12build\/analysis-dimensioning\/elastic-analysis\/","href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/docs\/17878"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/media?parent=17880"}],"wp:term":[{"taxonomy":"doc_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/doc_tag?post=17880"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}