{"id":697163,"date":"2024-11-06T05:46:24","date_gmt":"2024-11-06T05:46:24","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/wrc-5572016\/"},"modified":"2024-11-06T05:46:24","modified_gmt":"2024-11-06T05:46:24","slug":"wrc-5572016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/wrc\/wrc-5572016\/","title":{"rendered":"WRC 557:2016"},"content":{"rendered":"

A statical and statistical analysis based on previous experiments regarding the stability of plate girders subject to bending performed by Konrad Basler and others, at Fritz Engineering Laboratory, Lehigh University, Pennsylvania (Reference [2]) determined the following: <\/p>\n