The plant shown is one level $($H$=4\mathrm{.}4$m$)$ and made of reinforced concrete with f$\text{'}$c$=210$ kg$/$cm$2$

$($consider E$=2\mathrm{.}17$x$10^6$ tn$/$m$2)$ and there are $4$ types of columns, where the supports of the columns of axis $1$ are fixed joints and the supports of the columns of axis $2$ are embedded.

Determine the mathematical model, load measurement and ANALYSIS, by the method of rigidity, lightening $($included in section $1-2)$ considering Wu$=1\mathrm{.}4$CM $+1\mathrm{.}7$CV $($With the live load in all

cloths$).$ Show reactions from supports and DMF$.$

$*$Mathematical model and load measurement $($show in a graph$)$ of the C axis by dead load $($CM$),$ live load $($CV$)$ and seismic load $($CS$)$ separately.

$*$Mathematical model and load measurement $($show in a graph$)$ of axis $2$ by dead load $($CM$),$ live load $($CV$)$ and seismic load $($CS$)$ separately.

PLEASE SOLVE WITH MATHEMATICAL CALCULATIONS AND GRAPHICS AS REQUESTED. IF ANY DATA IS MISSING, ASSUME TYPICAL VALUES.