Consider the beam shown in $($Figure $1).$ Suppose that $\backslash ($ M$=6\backslash$mathrm$\{$kip$\}\backslash$cdot $\backslash$mathrm$\{$ft$\},$ P$=5\backslash$mathrm$\{$kip$\},$ w$=1\mathrm{.}3\backslash$mathrm$\{$kip$\}/\backslash$mathrm$\{$ft$\}\backslash ),$ and point $\backslash ($ D $\backslash )$ is located just to the left of the $5-$kip load. Follow the sign convention.

Part A

Determine the internal normal force at section passing through point $\backslash ($ D $\backslash )$

Express your answer to three significant figures and include the appropriate units.

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Part B

Determine the internal shear force at section passing through point $\backslash ($ D $\backslash )$

Express your answer to three significant figures and include the appropriate units.

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Part c

Determine the internal moment at section passing through point $\backslash ($ D $\backslash )$

Express your answer to three significant figures and include the appropriate units.

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Determine the internal normal force at section passing through point $\backslash ($ E $\backslash ).$

Express your answer to three significant figures and include the appropriate units.

$-$ View Available Hint$($s$)$ Part E

Determine the internal shear force at section passing through point $\backslash ($ E $\backslash ).$

Express your answer to three significant figures and include the appropriate units.

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Part F

Determine the internal moment at section passing through point $\backslash ($ E $\backslash ).$

Express your answer to three significant figures and include the appropriate units.

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$\backslash [$

M$\_\{$E$\}=$

$\backslash ]$