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3.2.6252679 Determine the bending moment (M) in kNm at point C for the beam as loaded in Figure 3.2b6. Given a = 2.4, b = 2.4

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Free Body Diagram 10 kN/m А. HARO B 2.4m -2.4m RA til Efy =0 RA - (5 x 10 x 2.4) = 0 BA = 12 KN EMATO MA - @x10x 2.4) (2.4+(3

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