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Showing results for tags 'slabs'.
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Attached are two screenshots of the analysis of a continuous beam. One represents drop of loads from slabs with incorrect meshing(Auto meshing) and the other represents with correct meshing(manual meshing). Apparently, there is a big difference in the analysis results of the two mentioned by the circles. I posted it here to get further elaborations from the members to understand ETABS in a better way. Hope we can dig it more.
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Hello..does anybody have any reference to this topic.. I know it is used in the connection between slabs and vertical elements when the ratio of compressive strength of each exceeds 1.5 Thanks in advance
