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  1. Hamza Ahmad
    AOA!!. i want to how can load be transfer from slab to beam after analysis in etab ?? whether it can be done throught tributary area ?? Secondly, i have a sheet in which only service dead and live load has to be placed so to find service dead load of beam i have to find self weight of beam and add it ith imposed dead load which i have assign on slab in etabs... Thank you..
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