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ws a horizontal plate welded to a vertical channel End of the plate. The dimensions b, c, and d are 50, . A load Fof 12 120, and 40o mm respectively 5 pt.) The moment M used to caleulate th secondary shear stress τ, as in the fo equation,is low Mr 1.440 kN-m 1.740 kN-m 01.826 kN-m 2.040O kN-m C) your write-in ocation of G Throat Area

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