{"id":7198,"date":"2022-03-01T15:01:23","date_gmt":"2022-03-01T15:01:23","guid":{"rendered":"https:\/\/buildsoftsupport.com\/?post_type=ht_kb&#038;p=7198"},"modified":"2024-11-22T10:38:26","modified_gmt":"2024-11-22T10:38:26","slug":"error-there-are-bars-for-which-the-code-check-did-not-succeed-10-automatic-calculation-of-effectieve-properties-for-section-chs-not-supported","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/error-there-are-bars-for-which-the-code-check-did-not-succeed-10-automatic-calculation-of-effectieve-properties-for-section-chs-not-supported\/","title":{"rendered":"Error: There are bars for which the code check did not succeed. 10: Automatic calculation of effectieve properties for section &#8220;&#8230;&#8221; not supported"},"content":{"rendered":"<p>When you run the steel verification on a profile, you get the error:<\/p>\n<h2><img decoding=\"async\" loading=\"lazy\" class=\"size-full wp-image-7199 aligncenter\" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2022\/03\/ErrorAutomaticCalculation.png\" alt=\"\" width=\"500\" height=\"274\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/03\/ErrorAutomaticCalculation.png 500w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/03\/ErrorAutomaticCalculation-300x164.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/03\/ErrorAutomaticCalculation-50x27.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/03\/ErrorAutomaticCalculation-60x33.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2022\/03\/ErrorAutomaticCalculation-35x19.png 35w\" sizes=\"(max-width: 500px) 100vw, 500px\" \/>Cause<\/h2>\n<ul>\n<li>Diamonds cannot calculate the effective properties for an CHS-section of class 4.<br \/>\nOn top of that, thin walled CHS-cross sections can be seen as a shell structure. EN 1993-1-6 defines the strength and stability rules for shell structures. Diamonds does not support this part of Eurocode.<\/li>\n<li>Diamonds can calculate the effective properties for some cross-section shapes. However, these calculations are only compatible with Eurocode.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>When you run the steel verification on a profile, you get the error: Cause Diamonds cannot calculate the effective properties for an CHS-section of class 4. On top of that, thin walled CHS-cross sections can be seen as a shell structure. EN 1993-1-6 defines the strength and stability rules for&#8230;<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[65],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/7198"}],"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=7198"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/7198\/revisions"}],"predecessor-version":[{"id":13965,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/7198\/revisions\/13965"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=7198"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=7198"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=7198"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}