The steel beam shown below carries a uniform distributed load. The elastic modulus, E-29000 ksi, and the second moment of area. I-1600 in, are constant along the length of the beam 0.3 kip/ft L=10 ft Use cantilevered parts to find real curvature equations. Use virtual work with analyt integration of the internal work, as described in Lecture 4, to find the following quantitie 1. The deflection at the free end of the cantilever. (Answer: u-0.013966 inch 1) 2. The rotation at the free end of the cantilever. (Answer: 8-0.00015517 rad) For full credits: • Compute the real curvature equation with cantilevered parts. • Compute deflection and rotation at the free end with virtual work Verify the answers with double integrations. Make sure you use consistent length units.

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the steel beam shown below carries a uniform distributed load the elas

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The steel beam shown below carries a uniform distributed load. The elastic modulus, E-29000 ksi, and the second moment of area. I-1600 in, are constant along the length of the beam 0.3 kip/ft L=10 ft Use cantilevered parts to find real curvature equations. Use virtual work with analyt integration of the internal work,