Given the soil stress element, σx = (20 + AC) kPa, σy = (100 +BD) kPa and τxy = (10 kPaa. Determine the maximum and minimum principal stressesb. Determine the normal stress on plane AB if the failure plane is35 degrees counterclockwise from y-plane.c. Challenge Problem: what inclination and direction of the stresselement to remove the shear stress? Refer to your Mohr Circle.AB=51
-Txy Gxy б, Txy -Txy О,
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