Problem calculating structure strengh

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The discussion centers on calculating the load capacity of a rack being built for a pickup truck, with specific dimensions and materials provided. The user seeks guidance on determining safe weight limits for individual pressure points and the overall structure, using A500 steel rectangular tubing. Key dimensions include distances between attachment points and the thickness of the steel, which is yet to be decided between 3/16 or 1/4 inch. A static truss analysis is recommended as a method for solving the problem, with a reference to relevant resources for further understanding. The user appreciates any assistance in resolving this safety concern.
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Hello, I don’t know much about physics and I am building a rack for my pickup truck. For my own safety, I need to know in how much load I can put on this rack. I drew up a diagram to clear up miscommunication for whoever wants to solve that problem. It would be highly appreciated.


Distance CD is 6 feet
Distance AC and BD is 3 feet
Distance CJ and JD is 3 feet
Distance AE is 14 feet
Black diamonds are points where I would attach weight
All material Is A500 steel rectangle tube 4 inches by 2 inches with the 4 inch side drawn on the diagram. All contact points would be professionally welded.

I would like to know how much weight can I safely put on individual pressure points F, G and E and on the whole structure with the thickness of rectangular steel pipe being either 3/16 or 1/4 inch thick (I don't know yet which thickness to choose) I would be able to multiply the answer by 2 and get the total weight I can apply to both sides because the other side is the exact copy of first one.
Thanks in advance for whoever decides to take on this problem.
 

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