Since land is scarce in metropolitan locations, it's common for tall building to be erected in C form. With the use of
software ETABS 2019, this study examines the features of wind-induced story displacement and story drift operating on tall Cshaped models, with and without shear wall. Also, empirical formulae are used for manual calculations and to obtain the wind
force and designed wind pressure on C-shaped tall building using codal provisions of IS 875 (Part 3) : 2015, also its applicability
has been validated by a case study. For tall C-shaped buildings, this study gives a comparative result on the effect of wind load
on building, with & without shear wall on behalf of maximum story displacement and story drift.
