I see that the location of the door and of the hinge have changed some respect to the original idea.
I am not sure that such set up will allow the angle of opening previously discussed.
Working on scale drawings will help us to help you.
You will need to calculate the resistance to bending of the structural member running sideways, as well as the rigidity of the area supporting the tripods guiding the cables.
Therefore, you will need the vertical component of force exerted by the cables on the tripods when the doors are in horizontal position.
Besides taking the steps properly advised by
@jrmichler above, I would again suggest a wind load calculation prior proceeding to final phase of the project.
It seems that you have many details to solve before stepping into it, making changes latter can be expensive.
Since in your other thread you have mentioned weight of piece of sheetmetal to be handled by two persons, I would like to know what that part is and why the need for on-site manipulation.
You will need to calculate the weight of the tripods as well, reducing it as much as possible.
Regarding your question about the pipe-round bar hinge: that greatly depends on the kind of welding you can achieve against the sheet metal of the original box, as well as on the best possible alignment of the several hinges.
That was one of the reasons for which I have asked you previously about the fabrication capabilities that are available to you, on-site and in shop.