I'm not sure the design will interest many here, not exactly ultralight. Where I walk involves areas of extreme winds (often directional), sometimes poor pegging options and on rocky summits with little choice besides rocks (alone or over pegs). In cover there is often a need to pull tent seams over branches of low shrubs and spiky stuff. I had in mind something that could be enclosed fully (we get 2/3m rainfall.. night temperatures often hovering around freezing.
I was most interested in the tie outs (In this case more 'pegging points'). I wanted to use something abrasion resistant (for rock pegs), perhaps able to somehow 'give' a little in the reinforcement itself before meeting the cuben (where there is no stretch). I was interested in Dyneema X and somehow working with its inherent stretch
Where it covers a tie out changing direction (ie in a tipi style corner) would the circular form be most efficient? (To my mind it dissipates shock or stretching loads) appears fine on a mid panel but where changing angle and covering a seam i'm wondering about the various tensions at work or if they will matter much with such 'heavy' reinforcement'.., triangles seem a popular shape but are they better at pulling panels (via seams) tighter than semi-circular? I guess we'll see in the coming weeks lol..
Interested in the theory and any thoughts welcome, fire away.. ; )
These are some of the test samples I was using, shows the tie out about to be glued then trimmed..

The ones I eventually used had a smaller inner radius, larger outer 'half circle' (With the thought that it would help to disperse stress gradients, the asymmetrical one I tried did tear the cuben at the perimeter of this inner, inside circle. I should maybe have tested some more but there would e no mistaking the bond was up to the task if i made them BIG…






