B$.$ For Problems $10-84$ through $10-95$ that result in the principal stresses from the initial Mohr's circle having the same sign, use the procedures from Section $10-11$ to draw supplementary circles and find the following:

a$.$ The three principal stresses: ${}_1,{}_2,$ and ${}_3$

b$.$ The truie maximum shear stress

$\backslash$table$[[$Problem$,{}_x,{}_y,{}_{xy}$

$(($Do $10-87))$