$\backslash$table$[[06,\backslash$table$[[$Karizma$],[$Horne$]],\backslash$table$[[$Sleeping$],[$Area$]],\backslash$table$[[-$ Location: Boulder, CO$],[-$ Risk: Defined by Usage$],[-$ Thermal conditions: Unheated$],[$open air$],[-$ Exposure conditions: Flat unob$-],[$structed area, sheltered.$],[-$ Roof conditions: Unobstructed$],[$surface$],[-$ Period constant $C_r$ :Assume$],["$other systems" for rigid$],[$frames$.],[-$ Across earthquake direction$],[($equally distributed$)$: $RCl,]],\backslash$table$[[-450lbf$ applied on RA$1$ di$-],[$rected towards RA$2],[-450lbf$ applied on RB$1$ di$-],[$rected towards RB$2],[-450lbf$ applied on RC$1$ di$-],[$rected towards RC$2]]]]$

Note $1$: Self$-$weight of all structural elements must be included $($beams$,$ columns and slabs, steel and concrete indistinguishable$).$

Note $2$: Regular live load $L_L$ is ascertained at Mezzanine Level $[$M$]($requires handwritten calculations$),$ whereas roof live load $L_R$ is observed at Roof Level $R($requires handwritten calculations$).$ No live load $L_L$ nor dead loads $D$ are needed in the first $($ground$)$ level.

$\backslash$table$[[\backslash$table$[[$Structural$],[$Steel $($avail$-],[$able in the$],[$area$)$ for Struc$-],[$tural Design$],[$purposes only,$],[$not for Struc$-],[$tural Analysis$]],\backslash$table$[[$ASTM Classification$],[$A$36,$ A$709],[$A$529,$ A$572$ Grade $50],[$A$913,$ A$992$ Grade $50],[$Profiles: W$,$ M$,$ S$,$ HP$]],\backslash$table$[[$Yield Strength $F_y$