calculate the shear stress parameters using the proper table, plot the required graph,

$\backslash$table$[[$Sample OMC,$17\mathrm{.}91,\%,,,,,],[$Sample MDD$,1\mathrm{.}653,g\frac{m}{c}c,,,,,],[$Requeried soil sample,$119,gm,,$Least count of dial gauge $=0\mathrm{.}01mm,],[$Requeried water,$21,gm,,,,,],[$Area $($shear box$),36,cm2,,,,,],[$Depth $($shear box$),2,cm,,,,,],[$V olume $($shear box$),72,cm3,,,,,],[$Proving ring reading,Horaizontal Displacement$],[$Load $(k\frac{g}{c}{m}^2),0\mathrm{.}5,1,1\mathrm{.}5,0\mathrm{.}5,1,1\mathrm{.}5,],[$Shear load $($kg$),0,0,0,0,0,0,],[2,5,3,10,10,10,],[2,8,5,20,20,20,],[5,11,8,30,30,30,],[8,13,9,40,40,40,],[9,14,10,50,50,50,],[10,15,10,60,60,60,],[11,16,13,70,70,70,],[11,16,14,80,80,80,],[12,16,15,90,90,90,],[12,17,17,100,100,100,],[12,17,21,120,120,120,],[12,18,27,180,180,180,],[11,19,29,240,240,240,],[9,18,29,300,300,300,],[8,17,28,360,360,360,]]$