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1- Draw shear and bending moment diagrams for the following simply supported beams, find the location and magnitude of maximu
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5 لو سمتم t K 가 RE RB {Fy=0 RBTRE- 1 +5x.70) +4 +2 = 10.5 EMB=0 Ex.70) x(404.70) 4x 150 + Rex190 18.70 27 250 =D RF = 6.8 IN

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