Two vertical forces are applied to a simply supported beam with the cross-section shown. If L1 =1 m, L2 = 3 m, and P = 13 kN, determine the maximum tension bending stress in the beam. The beam's moment of inertia about the z axis is 10,577,574 mm4, and the centroid of the section is located 139.1 mm above the bottom surface of the beam. 200 mm 15 mm 160 mm В L2 L1 9 mm O 104.1 MPa O 213.8 MPa O 182.2 MPa O 201.2 MPa O 171.0 MPa

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.