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A wide-flange beam (see figure) is subjected to a shear force V. lo Using the following dimensions of the cross section, calculate the moment of inertia and then determine the following quantities. b - 6 in., t - 0.5 in., h - 15 in., h - 13.5 in., V - 28 kips Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. (a) the maximum shear stress Tmax (in psi) in the web (No Response) 4350 psi (b) the minimum shear stress Tmin (in psi) in the web (No Response) 3210 psi (c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio "max (Enter your answer for Taver in psi.) Taver Activate Windows to Settings

(c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio "max (Enter your answer for Taver in psi.) Taver Taver = (No Response) 4150 psi Tmax = (No Response) Taver 1.048 (d) the shear force Vweb (in kips) carried in the web and the ratio web 26.8 kips Vweb - (No Response) Vuch web = (No Response) V 0.956