Dear Yassir :
Lateral Story drift is against seismic
Lateral displacment wind load
Lateral story drift (UBC) =0.7*R*Ds<0.02 ,( if the model scaled ) where the Ds valus from Etabs output.
-if the model not scaled so you should take it =0.7*R(Ds/H)<0.02, where H=story height.
-lateral Displacement <H/500 , where H is the height of the building , and the wind speed is 100mph according to ASCE
Also dont forget to use the values of cracked section in order to have right checks
vertical elememnt =0.7Ig
Beams =0.35Ig
Slabs=0.25Ig
Lateral Story drift is against seismic
Lateral displacment wind load
Lateral story drift (UBC) =0.7*R*Ds<0.02 ,( if the model scaled ) where the Ds valus from Etabs output.
-if the model not scaled so you should take it =0.7*R(Ds/H)<0.02, where H=story height.
-lateral Displacement <H/500 , where H is the height of the building , and the wind speed is 100mph according to ASCE
Also dont forget to use the values of cracked section in order to have right checks
vertical elememnt =0.7Ig
Beams =0.35Ig
Slabs=0.25Ig