The not$-$to$-$scale truss shown in with dimension $a=1\mathrm{.}6m$ is subjected to forces $P_1=16kN$ and $P_2=36kN.$ Solve Parts A through $C$ below.

Part A $-$ Reaction forces

Part B $-$ Member forces

Part C $-$ Member forces

Using the method of joints, determine $F_{BC},F_{CD},$ and $F_{CE},$ the axial force in each of the members connected to joint $C.$ Assume for your calculations that each unknown member force is in tension and include in your response the sign of each force.

Express your answers in $kN$ to three significant figures separated by commas.

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$F_{BC},F_{CD},F_{CE}=|,kN,kN,kN|$