{"id":8309,"date":"2023-01-12T09:41:42","date_gmt":"2023-01-12T09:41:42","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&#038;p=8309"},"modified":"2024-03-28T10:42:45","modified_gmt":"2024-03-28T10:42:45","slug":"there-are-bars-for-which-the-code-check-did-not-succeed-not-in-range-of-function-f_yfunction","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/there-are-bars-for-which-the-code-check-did-not-succeed-not-in-range-of-function-f_yfunction\/","title":{"rendered":"Error: There are bars for which the code check did not succeed. Not in range of function f_yFunction"},"content":{"rendered":"<p>After a steel verification\u00a0<img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone size-full wp-image-3446\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2018\/08\/ButtonSteelVerificationTimberVerification.jpg\" alt=\"\" width=\"26\" height=\"26\" \/>, you get the error<\/p>\n<p><img decoding=\"async\" loading=\"lazy\" class=\"size-full wp-image-8310 aligncenter\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction.png\" alt=\"\" width=\"500\" height=\"274\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction.png 500w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction-300x164.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction-50x27.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction-60x33.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction-35x19.png 35w\" sizes=\"(max-width: 500px) 100vw, 500px\" \/><\/p>\n<h2>Solution<\/h2>\n<p>According to EN 1993-1-1 \u00a73.2.1 the yielding strenght fy used during a steel verification, is function of cross-section dimensions. Cross-section with thicker elements (= webs and\/or flanges) require a lower yielding strenght than cross-sections with thinner elements. The subdivision for each thickness can be found in Eurocode 3 or in the material library of Diamonds (Note: different subidivisions can apply depending on the national annex.):<\/p>\n<p><img decoding=\"async\" loading=\"lazy\" class=\"size-large wp-image-8311 aligncenter\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-1024x666.png\" alt=\"\" width=\"643\" height=\"418\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-1024x666.png 1024w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-300x195.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-768x500.png 768w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-50x33.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-60x39.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2-35x23.png 35w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/01\/ErrorNotInRangeOfFunction2.png 1062w\" sizes=\"(max-width: 643px) 100vw, 643px\" \/><\/p>\n<p>As you see in the image above, the maximum thickness equals 150mm (in case of the Belgian NA to Eurocode 3). The error means that your models contains\u00a0cross-sections for which the dimensions exceed that maximum value defined in the table. Meaning that according to the rules of Eurocode 3, that cross-section cannot be verified.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>After a steel verification\u00a0, you get the error Solution According to EN 1993-1-1 \u00a73.2.1 the yielding strenght fy used during a steel verification, is function of cross-section dimensions. Cross-section with thicker elements (= webs and\/or flanges) require a lower yielding strenght than cross-sections with thinner elements. The subdivision for each&#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\/fr\/wp-json\/wp\/v2\/ht-kb\/8309"}],"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=8309"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/8309\/revisions"}],"predecessor-version":[{"id":12676,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/8309\/revisions\/12676"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=8309"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=8309"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=8309"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}