3. Determine the most unfavorable arrangement of the crane loads and compute the maximum and minimum values of the designated quantities by using their corresponding influence lines. Compute bending moment (M.)mar , Sshears (Q.)mar and (Q)min of the beam shown in the figure. тах 82kN 82kN 82kN 3.5m 1.5m 3.5m 82kN В to 3m 6m

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