- #36
Filip Larsen
Gold Member
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There are of course many ways this could be designed (at least for a story), but I would imagine that the doors (which has to be full pressure doors assuming the ring sections are to maintain pressure after separation) are not required take up the entire 32 m of depth with the additional design problem of where to store that door that this incurs. You could for instance have only the central part of each level, say 5-10 m being open for travel between the sections, with the remaining length is just being part the hull and being used to hold a sliding or hinged door. Assuming there is no requirement to have doors the same full height as the levels, you could just have the door hinged at the top, thus storing the door as part of the (slightly lower) ceiling near each section division at each level, which also seems to allow for nice fail-safe emergency deployment. By the way, note that having the doors stored internal (in air pressure) is probably needed since storing them outside will make a chicken-and-egg problem of deploying them to their sealed position without letting all the air out first.Strato Incendus said:The corridors on the inside are 32 m wide. Since I want the rings to dismantle and break down into their subsections A-D at the end
Also, depending on when section separation is meant to occur and how fast it happens you may also want to consider using double doors to allow for some redundancy.
Yes, the graph was made for B = 32m specifically, but let me stress again that such a moment of inertia calculation considers only the geometrical distribution of he bulk of the mass, so having some part of the structure protrude from the ring in various directions shouldn't matter much as long as the mass of these protrusions are small compared with the total. The various values used for the graphs just means that the bulk of the mass is assumed to be distributed equally within the geometric shapes these values indicate.Strato Incendus said:Does 60 m inter-ring distance still work if I change B from 32 m to 64 m? As far as I understood, the graph you made is specifically for B = 32 m.
What may be more significant to rotational stability than have some doors protrude is the fact that I did not include the mass of the spokes in the calculation. Having spokes is, regarding rotational stability at least, a bit like having an "effective" inner ring diameter that is smaller than the geometric inner diameter, and in general the stability suffers a bit when making that "effective" inner diameter smaller. Again, if the mass of the spokes are small compared to the rings and central pipe, then the effect will be small. For instance, I assume the spokes does not have to be 32 meter deep, meaning even if they have same average density as the rings their total mass will like be a small part only. But of course, when in doubt a good engineer always verifies such assumptions by a calculation
The level of rotational gravity scales linear with distance from the center. So if you have 1G at the outer ring radius, then at 0.2 times that radius you would have 0.2 G.Strato Incendus said:The only places where the pipe does reach its full 100-metre ceiling height now (i.e., the full diameter) is at the hub of the rings. If the hub sections in the pipe rotate, too, I guess this would create some small levels of gravity in those sections of the pipe?