$\backslash$table$[[\backslash$table$[[$Shear Distance$],[($mm$)]],$Area$($mm$^2),\backslash$table$[[20$Kg Sample$],[$displacement$],[$gauge$],[$reading$($mm$)]],$Shear force $($N$),\backslash$table$[[$Shear$],[$stress$($Mpa$)]]],[1,100\backslash$times $99,27,,],[2,100\backslash$times $98,41,,],[3,100\backslash$times $97,52,,],[4,100\backslash$times $96,61,,],[5,100\backslash$times $95,68,,],[6,100\backslash$times $94,74,,],[7,100\backslash$times $93,77,,],[8,100\backslash$times $92,80,,],[9,100\backslash$times $91,84,,],[10,100\backslash$times $90,84,,],[11,100\backslash$times $89,83,,],[12,100\backslash$times $88,73,,],[13,100\backslash$times $87,71,,]]$

Given the above shear box laboratory test readings, calculate the shear force and Shear stress,draw a graph of shear stress vs shear displacement analyse the results and to het the internal angle of friction and cohesion

Given the Ring factor of $0\mathrm{.}01184k\frac{n}{m}m$