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Unformatted text preview: specified sigma. I then plot all each row vs the x axis on the same graph and obtain the figures shown below. 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 w(x) for various sigma x w(x) sigma 5 sigma 1 sigma 0.1 sigma 0.001 3. Observation and Discussion The Loading diagram, w(x): The Shear diagram, V(x): The Moment diagram, M(x): 4. Conclusion Normally, in order to solve such a problem we would find the resultant force the beam would feel and the location in which it is felt. However, the applied load distributions were much easier. When given a function, this process is not as easy and clear. This project focused on still solving for the shear and moment diagrams effectively while having a function that’s not as easy to integrate in order to solve the problem....
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 Spring '08
 Patzek
 Derivative, Force, Shear, moment diagrams

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