{"id":3628,"date":"2018-10-24T12:59:26","date_gmt":"2018-10-24T12:59:26","guid":{"rendered":"http:\/\/buildsoftsupport.com\/?post_type=ht_kb&#038;p=3628"},"modified":"2021-03-22T14:22:34","modified_gmt":"2021-03-22T14:22:34","slug":"how-to-do-the-elastic-analysis-for-steel","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/how-to-do-the-elastic-analysis-for-steel\/","title":{"rendered":"How to do the elastic analysis for steel"},"content":{"rendered":"<p>The elastic analysis can be done according to a 1st or 2nd order calculation.<\/p>\n<ul>\n<li><a href=\"http:\/\/buildsoftsupport.com\/knowledge-base\/what-is-the-difference-between-a-1st-and-a-2nd-order-calculation\/\">What is the difference between a 1st and 2nd order calculation<\/a>?<\/li>\n<li>Do I need\u00a0a 1st or 2nd order calculation for my structure?<br \/>\nAnswer:<\/p>\n<ul>\n<li>If the structure is sway\u00a0\u2192 2nd order calculation<\/li>\n<li>If the structure is non-sway \u2192 1st order calculation<\/li>\n<\/ul>\n<\/li>\n<li><a href=\"http:\/\/buildsoftsupport.com\/knowledge-base\/how-do-i-determine-if-the-structure-is-sway-or-non-sway\/\">How do I determine if the structure is sway or non-sway<\/a>?<\/li>\n<li><a href=\"http:\/\/buildsoftsupport.com\/knowledge-base\/how-does-the-choice-1st-or-2nd-order-calculation-affect-the-buckling-lengths\/\">How does the choice &#8216;1st or 2nd order calculation&#8217; affect the buckling lengths\u00a0and what is the deal with imperfections<\/a>?<br \/>\n<a href=\"http:\/\/buildsoftsupport.com\/knowledge-base\/what-is-the-difference-between-local-and-global-imperfections\/\">Global and local imperfections<\/a> will increase the second order effects.<br \/>\nWhen you let Diamonds calculate the buckling lengths (regardsless the chosen method), don&#8217;t <a href=\"http:\/\/buildsoftsupport.com\/knowledge-base\/how-to-set-the-buckling-lengths\/\">forget to define the groups for buckling<\/a>.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>The elastic analysis can be done according to a 1st or 2nd order calculation. What is the difference between a 1st and 2nd order calculation? Do I need\u00a0a 1st or 2nd order calculation for my structure? Answer: If the structure is sway\u00a0\u2192 2nd order calculation If the structure is non-sway&#8230;<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[69],"ht-kb-tag":[658,657],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/3628"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/comments?post=3628"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/3628\/revisions"}],"predecessor-version":[{"id":3655,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/3628\/revisions\/3655"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=3628"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=3628"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=3628"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}