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Determine the maximum factored bending moment and shear force for G1, G2, B1 and B2 and the maximum axial load for column C1 identified in the figure below and provided structural drawing based on the original design loads. Calculate the respective values for load cases 1, 2 and 3 and show in a summary table. Show the bending moment and shear force diagram for B1 and G1. Provide a drawing showing the tributary area of all five considered members


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