Consider a truss given below. Given that$$W$1=3\mathrm{.}7$ kN and W$2=5\mathrm{.}7$ kN$.$

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NOTE: This is a multi$-$part question. Once an answer is submitted, you will be unable to return to this part.

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Joint E is on the top layer of the truss. Joints C and G are on the middle layer of the truss from the left. Joints A$,$ B$,$ D$,$ F$,$ H are on the lower layer of the truss from the left. Horizontal members AB$,$ BD$,$ DF$,$ FH are on the lower layer of the truss from the left. The vertical members are CB$,$ ED$,$ GF are arranged from the left. Members AC and CE are positively sloped and collinear. Member DG is positively sloped. Member CD is negatively sloped. Members EG and GH are negatively sloped and collinear. Member AB is making an angle of $30$ degrees with member AC$.$ A vertical arrow labeled W subscript $1$ is pointing down from joint B$.$ A vertical arrow labeled W subscript $2$ is pointing down from joint D$.$ The horizontal distance between joints A and B$,$ the horizontal distance between joints B and D$,$ the horizontal distance between joints D and F$,$ the horizontal distance between joints F and H are $2$ meters each.

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Problem $06\mathrm{.}032.$a $-$ FBDs of a thirteen member truss with two loads

Draw the free$-$body diagrams needed to determine$$the force supported by all members of the truss.$$Assume that the forces at point A$,$ H$,$ and, D$,$ except applied and reaction forces are in tension.

The free$-$body diagram of the truss$$is

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The free$-$body diagram of joint A$$is

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The free$-$body diagram of joint H$$is

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The free$-$body diagram of joint D$$is

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The free$-$body diagram of joint B$$is

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The free$-$body diagram of joint C$$is

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The free$-$body diagram of joint E$$is

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The free$-$body diagram of joint F$$is

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The free$-$body diagram of joint G$$is