Part B $-$ Tutorial: Method of joints

The truss shown in is subjected to a force $P=350$ and has dimensions $L1=1\mathrm{.}8$ and $L2=3\mathrm{.}5m$

Plan to solve the Tutorial:

Since all of the joints have more than two unknowns, begin by finding a support reaction. What is the vertical reaction at $C{C}_y$ Note that $C_x=0?$ Then find the reaction at $A{A}_x$ and $A_y.$ Now joint $C$ has two unknowns. Use the equilibrium of joint $C$ to calculate the force in $CD.$ Use a negative sign to indicate compression.

Use the equilibrium of joint $C$ to calculate the force in $BC.$ Use a negative sign to indicate compression.

Use the equilibrium of joint $B$ to calculate the force in $BD.$ Use a negative sign to indicate compression.

Use the equilibrium of joint $B$ to calculate the force in $AB.$ Use a negative sign to indicate compression.

Use the equilibrium of joint $D$ to calculate the force in $AD.$ Use a negative sign to indicate compression.

Separate your answers with commas