For the column shown, create its corresponding interaction curve by finding the values of $P{n}_{20\text{p}\text{t}\text{s}\text{e}\text{a}\text{c}\text{h}}$ and pts each$)$ for the following combinations of strain$($negative strain $=$ compression, positive strain $=$ tension$)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(+0\mathrm{.}002)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(+0\mathrm{.}001)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(+0\mathrm{.}000)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(-0\mathrm{.}001)$

Right side $(-0\mathrm{.}003)$ Left$-$steel strain $(+0\mathrm{.}002)$

Pure Axial

Right side $(-0\mathrm{.}003)$ Left$-$side $(+0\mathrm{.}002)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(+0\mathrm{.}001)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(+0\mathrm{.}000)$

Right side $(-0\mathrm{.}003)$ Left$-$side $(-0\mathrm{.}001)$

Right side $(-0\mathrm{.}003)$ Left$-$steel strain $(+0\mathrm{.}002)$

Pure Axial

Pure Bending

Balanced Condition

upload only the drawing of the INTERACTION CURVE $($showing the coordinates of $Pn,Mn$ based on the values of strain above.$)$