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Construct the shear and moment diagrams for the beam subjected to the concentrated force and couple and the triangular load.

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32o Joldt 41 1 12solbI 1933 03 4-7 6-36 - 113 64 - I13 33 M (n) 12-13 -241. 18 :Sheon 4 bending e^uahoni - くれく4.tt V (ri) +2 4- v= -642,6 又4- 24- る。66-36 t3o66-36 (a- 4 2 4- M= 4.6 84.68 4b-The eoul e maximum (absolu valueJ shea -fon in beem Vmax = 1883-93 lb The max.(absolutk value) beno moment 2 4

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