a beam AD with a length of 5m is subjected to point loads of 8kN and 6kN at B and C as shown in Figure 1. The beam is supported by hanger rod 1 and rod 2 of length 3m. Rod 1 and rod 2 having a diameter of 12 mm and 15 mm respectively. given the modulus of elastic for rod 1 is 210 GPa and rod 2 is 85 Gpa.  i) Sketch a free body diagram for the structure.

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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.