Cherian, I was an admin for a major university doing research analysis on many different projects. I used to run a few different programs against the actual values collected during my time there before I retired (about 10 years ago,) mostly in an effort to debug or apply various corrections to apparatus/data loggers. The diagrams were just some morphs of the primary structural component, the poles. I got very good at eyeballing a lot of that stuff from all the analysis I did. The diagrams were some quickie drawings of what I expect would happen at pole failure since I no longer have access to the programs.
Looking at them again, They likely exaggerate the billowing effect somewhat…but not real bad, likely close to 20% variance on the vectored angle.
Hi James, I asked because I was wondering how you produced those pictures.
I think you need to remember that the whole reason Roger chose the gambrel shape was to use carbon fibre pole sections. CF is, pound-for-pound, much stronger and stiffer than Al.
Also note what Roger said earlier – he designed his poles to be under some bending stress at rest, which does reduce deflection under sideways loads. I have no doubt that Roger’s tent poles are much stronger and stiffer, per pound, than Al hooped poles. Merely comparing shapes isn’t taking the whole picture into account.


