Right bro mai bhi yahi soch raha hu is bhai ne beam or column ka dead weight kyu consider kiya ye to etabs khud calculate kar deta hai .beam pe to wall ka load consider karna chaiye tha .
why are u selecting steel in material properties instead of rebar....beacuse of that in frame section reinforcement modifier, u did not select rebar material???
After drafting further there is fixed step But while drafting for example there is 5 or 6 flat in one floor Then how to create model with exact dimensions and exact plan
