(Solved): For this problem you will calculate the maximum deflection at point C. W=2.5 kip \( / \mathrm{ft}, ...

For this problem you will calculate the maximum deflection at point C. W=2.5 kip \( / \mathrm{ft}, \mathrm{P}=9 \mathrm{kip} \), \( \mathrm{X} \) la \( 8 \mathrm{ft}, \mathrm{E}=29,000 \mathrm{ksi}, \mathrm{I}=2110 \mathrm{in}^{4} \) First, calculate the magnitude of the downward deflection at \( \mathrm{C} \) due to just the distributed load of \( \mathrm{W}=2.5 \mathrm{kip} / \mathrm{ft} \). (do not use \( +/ \) - signs) Answer: Din Oft Now, calculate the magnitude of the downward deflection at C from just the three point loads. (do not use \( +I \) - signs) \[ \mathrm{P}=9 \mathrm{kip} \] \( W=2.5 \mathrm{kip} / \mathrm{ft}, X=8 \mathrm{ft}, \mathrm{E}=29,000 \mathrm{ksi}, \quad \mathrm{J}=2110 \mathrm{in}^{4} \) Now, calculate the magnitude of the total downward deflection at \( C \) from the uniform loads and the point loads combined (do not use \( +1 \) - signs) \[ W=2.5 \mathrm{kip} / \mathrm{ft}, \mathrm{P}=9 \mathrm{kip} \text {, } \] \[ X=8 \mathrm{ft}, E=29,000 \mathrm{ksi}, \mathrm{I}=2110 \mathrm{in}^{4} \]