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…

Dear Colleagues If I may, I have two questions of concrete plate analysis 1)Can anyone explain why plate moments (MX, MY & MXY) have different values when looking at the (i) the normal *Postprocessing* contour plots MX, MY & MXY and (ii) *Concrete…