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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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270 I5SU 1220 At 8 535 moment about B0 丹ン11 63.6 lb Bこー633.61 lb 13 tb33 61 1220 -ibsb 心 309.04IYI 1x11.gx 270x11.g火/11-3 13 1 3 131 쇼b 73 3 ニー(195-9-1220x 13+8.3) n/--1220 t631 - 2339.2manimum shear torce 63b b ent qt maximun bending mom 12202b torce acting 5 = 41 2.4.1b

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