Loadings — tributary line load on each frame (pick a load case; pressure × the frame's own tributary → kN/m)
Run an analysis to populate the load diagram.
Frame response (N · V · M · deflected shape, drawn on the real frame)
Member & deflection checks (worst case · governing load case per member)
Deflections & drift (SESOC Tables 4.1/4.2 SLS limits · seismic ULS elastic drift 2.5% h)
Run an analysis to populate the deflection checks.
Bracing & wind columns (longitudinal members — along-ridge wind path)
Run an analysis to populate the longitudinal checks.