Need help with multi-segment deflection problem

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The discussion revolves around solving a multi-segment deflection problem for a beam supported at two points with varying loads. The user has calculated the moments for each segment but is struggling to determine the coefficients of integration. They recognize that deflection is zero at the support points and are considering symmetry conditions to aid their calculations. The user has derived expressions for the moment and deflection in each segment but seeks confirmation on their accuracy. Ultimately, they believe they have identified a critical point for further calculations, indicating progress in solving the problem.
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Homework Statement


There is a uniform, horizontal beam 4.8m in length supported by a pin at x = 0 and a roller at x= 3.2m. There is a distributed weight of 12kN/m from x = 0 to x = 1.6m. There is a concentrated, vertical force of 2.4kN in the downward direction at x = 4.8.
Find the deflection and define the coefficients of integration for each segment

Homework Equations


EIY'' = double integral of Mdx
Y is deflection

The Attempt at a Solution


I calculated the moment for each segment, but I can't seem to figure out what the coefficients are. I think I'm supposed to use symmetry conditions, and I know the deflection is 0 at x = 0 and x = 3.2 where there are supports. I can't figure out past that though.

M1 = 13.2x - 6x^2
M2 = -6x + 15.36
M3 = 2.4x - 11.52

EIV1 = 2.2x^3 - .5x^5 + C1x + C2
C2 = 0

EIV2 = -x^3 + 7.68x^2 + C1x + C2

EIV3 = .4x^3 - 5.76x^2 + C1x + C2

I believe the moments I calculated are correct, but I'm not sure. Any help would be appreciated.
 
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Oh, I think I figured it out. V' is 0 at x = 1.1, from there I can find the rest of the coefficients
 
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