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Consider a loaded statically indeterminate beam as shown in Fig. 4. (a) Determine the end moments of each member of the frame using the

Consider a loaded statically indeterminate beam as shown in Fig. 4. (a) Determine the end moments of each member of the frame using the slope-deflection method (the half-frame model is required), and let P=q,L/2. (b) Draw the normal force, shear force, and moment diagrams of each member. P B 777 A K D. L Fig. 4 P L

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