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Thanks, Kai,
Yes, the black line in the cross section view is a web element. The web element choices vary. Some explorers have used cloth of various makes. The web may or may not be connected to the encasement. There are pros and cons to connecting the web to the case or not connecting the web element (keeping it a loose part). The literature has the textile webs that are connected to the encasement. But also the web element may be a sheet or plate of other materials: Mylar, Kevlar, carbon-composite, plywood, complex foam I-beam structures, etc. The web element may be loose and NOT connected to the exterior case; my intentions are first going to use loose sturdy coilable (wearable during transport is a choice) web. My suggestion goes towards two directions: 1. Coilable veneer of carbon-fiber epoxy 2. Flexible-hinged flat segments 5-ft long that zig-zag fold at the flexible hinge (hinge bonded to each flat plate; these web plates, as indicated on the drawing note may be "tapered" in several ways as wanted: thickening in plate thickness, width change from top to bottom of the plate or firm sheet, or varied lightening holes, or I add now variation of embedded CF population. Thus a hybrid inflated air bone could be tapered in various ways. The casing and the bladders may be tapered to match the taper of the web element. Notice too that the web may be a collection of less-firm thin plates; e.g., have two thinner coilable plates that coil to a smaller diameter because of their thinness; then upon use, the two thinner web-used plates pile next to each other and have an aggregate firmness when squeezed by the two bladders when encased in the porous (acceptable) outside casing. The similar strategy for the web could be with three coilable thinner plates; or four or five. If the aggregated coilable sheets were textured in a way that one face of one web element married the face of the next piled web element, then there would be some additional shear grab of the adjacent web elements; consider also a slight magnetic arrangement where the surfaces of web elements were magnetic to each other; then upon piling the two or more coilable web element, there would be the "bonding" forces of the magnetic faces to help aggregate the thin web elements to a more sturdy spar web for centering in the air bone. One might consider a gentle Velcro facing for such web elements to pile for the gross web for the air bone. The web complex (one or more parts; one thickness or pile of two or more) may be loose and not connected to the case and not connected to the two air bladders.
For example: the web element (black line in cross section view) might have a size when used as: 30 cm x 0.0794 cm x 9 m [[or with some taper regarding the 30 cm, etc]].
Also, Kai, the option of non-hinged and non-coilable flat web element segments is available where then one might bolt the 5-ft web segments together to form longer parts of the web.
Notice the option on the web element: The width of the web (top to bottom) may be sized to be the same as the diameter of the case diameter or less or greater than the case diameter. I have not analyzed the pros and cons of having a firm web greater than the diameter of the outside case or less than or same as diameter of the case. Notice that a skin-grab of the case by the web might be easily obtained if small projections occurred on the edges of the web element; those small projections might puncture through the outside case and form a helpful bonding mechanically without glues or other means; the pros and cons of such arrangement have not been explored by me yet. Recall that the casing, that is, the outside gross casement need not be air tight; indeed it could be quite porous to air; but the shelling effect of the casing is part of the good deal of all of this; when the case is tensed by the inflation of the two bladders, then a shell-effect occurs for giving the structural macro spar. The final macro or gross spar is the foundation for wing ribs, mounting high hat, and mounting control and Safe-Splat members.
Again, the above notes focus on the web-centered air beam that is not using the splint-and-cable structure. HOWEVER, one may explore combining both the splint-and-cable tensairity method WITH the web-squeezed method. I have not yet constructed a hybrid combination spar that uses both strategies at once.
Best,
Joe F.