Hibbeler Solutions Manual For Chapter 2

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2 kN/m A 6 kN m 2m The free-body diagram of the beam’s right segment sectioned through an arbitrary point shown in Fig. a will be used to write the shear and moment equations of the beam. + c ©Fy = 0; C V - 2(2 - x) = 0 V = {4 - 2x} kN‚ (1) 1 a + ©M = 0; -M - 2(2 - x)c (2 - x) d - 6 = 0 M = {-x2 + 4x - 10}kN # m‚(2) 2 The shear and moment diagrams shown in Figs. b and c are plotted

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