I am looking for strutural engineer who has experience in structural design of high rise building using etabs.
(1).Design structural floor plan : G, 1 ,2 ,3 ,5 ,transfer plate , 6 ,7F
(2).show its allowable Maximum deflection in y, laterally direction for whole buildings (< H/500)
(3).Chose one main beam , slab , column and to design their size , detailings( shear link , main bar , main beam) ,deflection check.
deadline : Before 10th Dec in two milestones. The first milestonesis point number (1) above. The second milestoneis point number (2) and (3).
I can give u the notes , worked example , and designed spreadsheet for you