The stress state at other orientations can be determined using the stress rotation equations. This problems asks for the shear stress on a plane 42o from the horizontal. The basic parameters are
σx = -10 ksi
σy = -20 ksi
τxy = 30 ksi
θ = 42o
Notice, the two normal stress are negative since the arrows in the original problem diagram are pointing in the negative direction.
Using the shear stress rotation equation gives,
τx´y´ =
- [(σx -σy) sin 2θ] / 2 + τxy cos 2θ
= -[(-10 -(-20)) sin84] / 2 + 30
cos84
= -4.973 + 3.136 ksi
τx'y' =
-1.837 ksi |