Dear Colleagues, i've upgraded to STAAD.Pro CONNECT Edition - Version 22.09.00.115 and noticed (1) while copy-pasting the structure if triangular plates are involved the preview/selection interface shows distorted model, however if the triangular plates…

Hi, I am looking to understand how the design moments and shears are to be calculated when using triangular plates for concrete slab analysis. For triangular plates the results are reported wrt the local plate axes. The 'Global moments' are also available…