Consider the beam shown in $($Figure $1).\backslash ($ E I $\backslash )$ is constant. Use the conjugatebeam method. Suppose that $\backslash ($ M$\_\{0\}=60\backslash$mathrm$\{$k$\}\backslash$cdot $\backslash$mathrm$\{$ft$\},$ P$=25\backslash$mathrm$\{$k$\}\backslash ),$ and $\backslash ($ E I $\backslash )$ is in $\backslash (\backslash$mathrm$\{$k$\}\backslash$cdot $\backslash$mathrm$\{$ft$\}^\{2\}\backslash ).$

Determine the displacement at $\backslash ($ C $\backslash ).$

Express your answer in kilopounds multiplied by foot cubed divided by $\backslash ($ E I $\backslash )$ to three significant figures. Enter a positive value if the displacement is upward and a negative value if the displacement is downward.

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Part B

Determine the slope at $\backslash ($ B $\backslash ).$

Express your answer in kilopounds multiplied by foot squared divided by $\backslash ($ E I $\backslash )$ to three significant figures. Enter a positive value for a counterclockwise slope and a negative value for a clockwise slope.