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A horizontal bracket ABC (see figure) consists of two perpendicular arms AB and BC, the latter having a length of 0.4 m. Arm AB has asolid circular cross section with diameter equal to 60 mm. At point C a load P_{1} = 2.02 kN acts vertically and a load P_{2} = 3.07 kN acts horizontally parallel to arm AB. Considering only the forces PI and Pz, calculate the maximum tensile stress σ_{t} the maximum compressive stress σ_{C}, and the maximum in-plane shear stress τ_{max} at point p, which is located at support A on the side of the bracket at midheight.
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