Considering the same structural layout that you chose in PR$1,$ and the braced frames you decided as a

team in Part I, calculate the following factored design forces for the most critical wind loading case

$($neglecting any torsion that may develop due to asymmetry$).$ In all cases, clearly indicate which member

you are considering.

i$)$ highest axial tension load on a brace on the East$-$West elevation $($longer building dimension$)$

ii$)$ most critical uplift on a secondary beam at roof leve