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MY NOTES ASK YOUR TEACHER 4. [-/16.66 Points] DETAILS GGMECHMAT9 8.4.004. A cantilever beam with a width b = 100 mm and depth h = 150 mm has a length L = 2 m and is subjected to a point load P = 310 N at B. -50 mm A B L = 2m 0.5 m Calculate the state of plane stress at point C located 50 mm below the top of the beam and 0.5 m to the right of point A. (Enter the normal and shear stresses in kPa. For the normal stresses, use the deformation sign convention. For the shear stress, use the sign convention for shear stresses. Consider only the in-plane stresses and disregard the weights of the beams. Assume that the +x-axis is to the right along the length of the beam and the +y-axis is up along the page.) kPa 0x = kPa = dy kPa = xy Also find the principal stresses and the maximum shear stress at C. (Enter your answers in kPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) %1 = kPa kPa = 02 kPa Tmax