{"id":12029,"date":"2024-01-18T11:14:39","date_gmt":"2024-01-18T11:14:39","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=12029"},"modified":"2024-12-05T11:12:41","modified_gmt":"2024-12-05T11:12:41","slug":"ds-ec-01-buckling-resistance-of-a-pinned-column-with-intermediate-restraints","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/ds-ec-01-buckling-resistance-of-a-pinned-column-with-intermediate-restraints\/","title":{"rendered":"DS EC 01: buckling resistance of a pinned column with intermediate restraints"},"content":{"rendered":"

\"\"<\/p>\n

Description<\/h2>\n
\n\n\n\n\n\n\n\n\n
Geometry<\/th>\nCross-section:<\/td>\nHEA 260<\/td>\n<\/tr>\n
Material:<\/td>\nS235<\/td>\n<\/tr>\n
Load<\/th>\nDesign axial force:<\/td>\n\"N_{Ed.ULS}=1000kN\"<\/td>\n<\/tr>\n
Standard<\/th>\n<\/td>\nEN 1993-1-1 [- -]<\/td>\n<\/tr>\n
Parameters for design<\/th>\nBuckling length around y’-axis:<\/td>\n10,5m<\/td>\n<\/tr>\n
<\/th>\nBuckling length around z’-axis:<\/td>\n3,5m<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

Diamonds results and comparison<\/h2>\n

\"\"<\/p>\n

Intermediate results in Diamonds for buckling around the y’-axis<\/strong><\/p>\n

\n\n\n\n\n\n\n\n\n\n\n\n
Results<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
\"\bar{\lambda_{y}}\"<\/td>\n1,019<\/td>\n1,019<\/td>\n0,00%<\/td>\n<\/tr>\n
\"\varPhi_{y}\"<\/td>\n1,158<\/td>\n1,158<\/td>\n0,00%<\/td>\n<\/tr>\n
\"\chi_{y}\"<\/td>\n0,585<\/td>\n0,585<\/td>\n0,00%<\/td>\n<\/tr>\n
\"\bar{\lambda_{z}}\"<\/td>\n0,573<\/td>\n0,574<\/td>\n0,18%<\/td>\n<\/tr>\n
\"\varphi_{z}\"<\/td>\n0,756<\/td>\n0,756<\/td>\n0,00%<\/td>\n<\/tr>\n
\"\chi_{z}\"<\/td>\n0,801<\/td>\n0,801<\/td>\n0,00%<\/td>\n<\/tr>\n
\"N_{b.Rd}\"<\/td>\n1193 kN<\/td>\n1193 kN<\/td>\n0,00%<\/td>\n<\/tr>\n
Unity check \"\frac{N_{Ed}}{N_{b.Rd}}\"<\/td>\n84%<\/td>\n84%<\/td>\n0,00%<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

References<\/h2>\n
    \n
  • EN1993-1-1: 2005+AC:2009 (EC)<\/li>\n
  • Oppe, M. (2005). Example: Buckling resistance of a pinned column with intermediate restraints. Calculation Sheet Access Steel<\/i>, SX002a-EN-EU<\/i><\/li>\n<\/ul>\n
      \n
    • Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n","protected":false},"excerpt":{"rendered":"

      Description Diamonds results and comparison Intermediate results in Diamonds for buckling around the y’-axis References EN1993-1-1: 2005+AC:2009 (EC) Oppe, M. (2005). Example: Buckling resistance of a pinned column with intermediate restraints. Calculation Sheet Access Steel, SX002a-EN-EU<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1213],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/12029"}],"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=12029"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/12029\/revisions"}],"predecessor-version":[{"id":14018,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/12029\/revisions\/14018"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=12029"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=12029"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=12029"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}