eam ABC with an overhang BC is subjected to a linearly varying distributed load on span AB with peak intensity 9. = 2,400 N/m and a point load P = 1,500 N applied at C. 190 150 mm Dp------ B L= 2 m L/4 0.2 m he beam has a width b = 100 mm and depth h = 200 mm. Find the state of plane stress at point D located 150 mm below the top of the beam and 0.2 m to the left of point B. Also find the principal stresses at D. (Enter our answers in kPa. Assume that the +x-axis is to the right and the +y-axis is up along the page. For the normal stresses, use the deformation sign convention. For the shear stress T use the sign convention for shear tresses. For the shear stress Tmart enter the magnitude. Consider only the in-plane stresses and neglect the weight of the beam.) kPa Oy = kPa Txy = КРа КРа 02 = kPa kPa max = Construct a clear sketch of Mohr's circle for this problem, and construct a sketch of the stresses on properly oriented elements for your above solutions, clearly indicating the orientation wrt the base x-y coordinate system as demonstrated in the lectures). Submit your sketches as Shown Work on Canvas. Your grade will be based predominantly on these sketches.