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  1. thilina123

    which one to use for design beam supporting a slab, tributary area load or FEM analysised forces?

    I am confused about the above case as FEM results and manual tributary area method gives different results especially in one way slab. Is it ok to design slabs and beams modeled together?( or else design beams seperately with tributary area loads?) what is the best modelling approach? Your...

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