{"id":22471,"date":"2025-09-17T12:26:20","date_gmt":"2025-09-17T12:26:20","guid":{"rendered":"https:\/\/support.buildsoft.eu\/docs\/12build\/la-partie-diagrammes\/les-reactions-aux-appuis\/"},"modified":"2025-12-11T14:53:09","modified_gmt":"2025-12-11T14:53:09","slug":"les-reactions-aux-appuis","status":"publish","type":"docs","link":"https:\/\/support.buildsoft.eu\/fr\/docs\/12build\/la-partie-diagrammes\/les-reactions-aux-appuis\/","title":{"rendered":"Les r\u00e9actions aux appuis"},"content":{"rendered":"\n<p style=\"font-size:16px\">1\u20222\u2022Build donne les r\u00e9actions aux appuis. Pour un cas de charges en particulier, on obtient un seul cas de r\u00e9action <img decoding=\"async\" loading=\"lazy\" width=\"31\" height=\"31\" class=\"wp-image-17894\" style=\"width: 33px;\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/Steunpuntsreactiesb2.png\" alt=\"\"\/>. Et pour les courbes enveloppes, on obtient une r\u00e9action minimale <img decoding=\"async\" loading=\"lazy\" width=\"31\" height=\"31\" class=\"wp-image-17893\" style=\"width: 33px;\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/Steunpuntsreactiesb1.png\" alt=\"\"\/> et une r\u00e9action maximale <img decoding=\"async\" loading=\"lazy\" width=\"31\" height=\"31\" class=\"wp-image-22461\" style=\"width: 31px;\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2025\/09\/Steunpuntsreactiesb3.png\" alt=\"\"\/>.  <\/p>\n","protected":false},"featured_media":0,"parent":22438,"menu_order":3,"comment_status":"closed","ping_status":"closed","template":"","doc_tag":[],"comment_count":0,"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/22471"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/docs"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=22471"}],"version-history":[{"count":1,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/22471\/revisions"}],"predecessor-version":[{"id":22472,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/22471\/revisions\/22472"}],"up":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/22438"}],"next":[{"title":"Les v\u00e9rifications de r\u00e9sistance et de stabilit\u00e9","link":"https:\/\/support.buildsoft.eu\/fr\/docs\/12build\/la-partie-diagrammes\/les-verifications-de-resistance-et-de-stabilite\/","href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/23364"}],"prev":[{"title":"Les efforts internes","link":"https:\/\/support.buildsoft.eu\/fr\/docs\/12build\/la-partie-diagrammes\/les-efforts-internes\/","href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/docs\/22459"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=22471"}],"wp:term":[{"taxonomy":"doc_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/doc_tag?post=22471"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}