{"id":3073,"date":"2018-07-12T11:49:30","date_gmt":"2018-07-12T11:49:30","guid":{"rendered":"http:\/\/buildsoftsupport.com\/?post_type=ht_kb&#038;p=3073"},"modified":"2018-07-12T11:49:30","modified_gmt":"2018-07-12T11:49:30","slug":"what-is-an-envelop-result","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/what-is-an-envelop-result\/","title":{"rendered":"What is an envelop result?"},"content":{"rendered":"<p>Consider a beam loaded with self weight (SW), dead loads (D) and life load (L). According to EN 1990-1-1, the following safety factors apply:<\/p>\n<ul>\n<li>on selfweight and dead loads: 1.35 and 1<\/li>\n<li>on the life load: 1.50 and 1.<\/li>\n<\/ul>\n<p>Resulting in the these 8 combinations:<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC 1: 1,35 SW + 1,35 D + 1,5 L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC2: 1,35 SW + 1,00 D + 1,5 L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC3:\u00a01,00 SW + 1,35 D + 1,5 L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC4:\u00a01,00 SW + 1,00 D + 1,5 L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC5:\u00a01,35 SW + 1,35 D + 0,0\u00a0L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC6:\u00a01,35 SW + 1,00 D + 0,0\u00a0L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC7:\u00a01,00\u00a0SW + 1,35 D + 0,0\u00a0L<\/p>\n<p style=\"text-align: center;\">ULS\u00a0FC8:\u00a01,00\u00a0SW + 1,00\u00a0D + 0,0\u00a0L<\/p>\n<p style=\"text-align: left;\">Assume all loads are vertical downward than<\/p>\n<ul>\n<li style=\"text-align: left;\">the maximum bending moment, shear force, deflection and reactions will be found in ULS FC1.<\/li>\n<li style=\"text-align: left;\">the minimum bending moment, shear force, deflection and reactions will be found in ULS\u00a0FC8.<\/li>\n<\/ul>\n<p><strong>An envelop result is the collection of all minimum and maximum results.<\/strong> So for the beam above, all the results from ULS FC 1 and ULS FC8 will be shown in th envelop.\u00a0This way, you don&rsquo;t have to go through all the combinations seperatly to find the maximum result.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Consider a beam loaded with self weight (SW), dead loads (D) and life load (L). According to EN 1990-1-1, the following safety factors apply: on selfweight and dead loads: 1.35 and 1 on the life load: 1.50 and 1. Resulting in the these 8 combinations: ULS\u00a0FC 1: 1,35 SW +&#8230;<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[62],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/3073"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=3073"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/3073\/revisions"}],"predecessor-version":[{"id":3144,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/3073\/revisions\/3144"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=3073"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=3073"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=3073"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}