A car with load q is parked at the left side of a steel bridge, while...

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A car with load q is parked at the left side of a steel bridge, while a truck with load ris parked at the right side. Without special programs (Excel and calculator are fine), find the maximum bending moment and its distance from A (10). By successive integration of the bending moment, find the maximum deflection and its distance from A (30). Plot M(x) and v(x) for the whole beam (10). For h, k, Q, R, E, B, and H, choose Quantity values with 3 nonzero significant digits that are within the specified Range. All answers should have 3 significant digits. Check that h+J+k=L Variable h . j k L Q 9-0 R r = R/k E B H Description Car length Gap length Truck length Bridge length Car weight Car load Truck weight Truck load Elastic modulus Road width Road height A Quantity Unit M M M M N N/m N N/m GPa M M 100 Range 1 to 3 87 to 94 5 to 10 100 5000 to 10,000 1667 to 10,000 50,000 to 100,000 5000 to 20,000 190 to 210 5 to 10 0.5 to 1.0 . Check the maximum deflection by using the superposition method. (10) Use a software program (Matlab, Mathcad, or beam analysis programs, but not Excel) to check your answers. Email me your attached programs and results. (10) • Type up cover page (1) and report (10). B A car with load q is parked at the left side of a steel bridge, while a truck with load ris parked at the right side. Without special programs (Excel and calculator are fine), find the maximum bending moment and its distance from A (10). By successive integration of the bending moment, find the maximum deflection and its distance from A (30). Plot M(x) and v(x) for the whole beam (10). For h, k, Q, R, E, B, and H, choose Quantity values with 3 nonzero significant digits that are within the specified Range. All answers should have 3 significant digits. Check that h+J+k=L Variable h . j k L Q 9-0 R r = R/k E B H Description Car length Gap length Truck length Bridge length Car weight Car load Truck weight Truck load Elastic modulus Road width Road height A Quantity Unit M M M M N N/m N N/m GPa M M 100 Range 1 to 3 87 to 94 5 to 10 100 5000 to 10,000 1667 to 10,000 50,000 to 100,000 5000 to 20,000 190 to 210 5 to 10 0.5 to 1.0 . Check the maximum deflection by using the superposition method. (10) Use a software program (Matlab, Mathcad, or beam analysis programs, but not Excel) to check your answers. Email me your attached programs and results. (10) • Type up cover page (1) and report (10). B