An overhang beam has the cross section (y = 4.625 in, I = 24.9 in) as shown. If the resultant internal shear force on the cross section V = 9.8 kip. Determine the transverse shear stress at point C on the cross section. [ksi] 6 in N.A. X 3.875 4.625 -0.5 in 0.5 in 6 in

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