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  1. abdulqadeer29
    Sir, i have few questions regarding load application on structure? when we define static load cases , dead and superdead(finishes, partition) in etab and we apply self load multiplier 1 and 0 repectively. i have a query regarding walls which are permanently there other than partition walls ,what should we do, we include this dead load in DEAD oR SUPERDEAD???? 2.i am desiging a 7 storey building and i distribute load of walls on slab in psf. now is this the correct way or we have to apply wall load on beams/ft?
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