Answer / as

generally seismic loads are lateral loads the axial rigidity
of slab is very high so deformation of slab is very
less.while that of beams and columns are more.

Answer / vkg

the thickness of slab is very small as compare to beam
or in other word, the moment of inertia of slab(along z
direction) is very small. and no resistance is occurs. hence
we take only basic load combination for calculating span
moment .

Answer / sarika

it is because in an rcc structure seismic loads are mainly
carried by shear walls

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