If you mean punching verification (RC Slab Provided Reinforcement) then yes, it is considered.
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no i mean in reading stress 1-2 in maps . is the values obtained take in consideration the unbalanced moment effect on shear stress .
This is the shear in the plane of a panel rather than in the out of the panel plane direction. This stress can be caused by in plane shear force Nxy and twisting moment Mxy. I'm sorry but I don't understand what effect exactly you mean. Could you give us more detailed description please?
i think you answered me in indirect way .. so this stress result is the combination of shear force Nxy and twisting moment Mxy.
if we agree on this i will accept as an answer unless u want further detailed descreption to help others i dont mind explaining ..
so this stress result is the combination of shear force Nxy and twisting moment Mxy.