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1) Draw shear force and bending moment diagrams for the beams subjected to the loadings shown below. Please show all your wor

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(R.M. (8.M) PAX12 - 25x4x8 - 887 - 45 sinus (r) 10x2x1.5 Given 116.5 kNm 8KN 45KN (B.M.) 10kN/m 25km 27KN. TI f G 776 kum PA

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