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6. (18 points) For the following beams, list what boundary conditions you would use it solving for the deflection, v(x), usin
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SED BMD ve te ver 2 La linea Yo=0 peal and ordeo Bl Mua E1 e = M120 YU Mou-pro E7 () - Pse E7(e) = -+41 Elly) = -fac +4130 74

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