![]() The design of that element hence has to be done on the basis of a unit width. In other words, if you take a one metre width of the slab at the centroid of the element in question, the moment over that one metre width on that element is equal to 50 KN-m (some moment magnitude say 50 KNm). ( Plate Moment results: They have units of Force-length/length. We can multiply the moment with corresponding plate element width. By default plate results (along that plate local axis direction) are for KNm/per 1m width. 2) How do you read plate data on Midas? How can I I convert the KNm/m to a KNm moment? After performing analysis, Goto Results tab>Forces? Plate Forces/Moments. So we need to correctly group the bracing elements under this structure group and activate them in the corresponding construction stage. 'Bracing' Structure group does not contain bracing elements. Regards Answer: Hello User, 1) The bracing elements don't appear in the model. Your assistance with the above queries will be much appreciated. Can you show me how I can do this? 4) Can I import this to Midas FEA to undertake a more accurate analysis. 2) How do you read plate data on Midas? How can I I convert the KNm/m to a KNm moment? 3) I was previously informed that the alpha-critical value given by Midas when Multiplied by the Moment in y-direction should give Mcr. 1) The bracing elements don't appear in the model. I have a few queries which I was hoping you could assist me with. ![]() ![]() Question: Hi I have created below a plate model on Midas to enable me to carry out a buckling analysis.
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