Well, this is a very old thread but I hope my dilemma attracts a few glances, and thoughts.
I am about to put a barrel vaulted roof on a 4x8m (13'x26') room here in Morocco. The exact span measurements will be 14.4' wide and 5ft high, so a relatively flat arch! The plan is to do it on a metre or yard wide moveable form and to lay locally fired bricks down first so we have a really stunning interior for our permaculture classroom. A thin layer of cement will go over the top of those, then chicken wire, then 10mm rebar (3/8") in a welded mesh, then expanded metal lathe, then the cement in one go. A final layer over something for insulation, probably polystyrene, will follow.
The problem: My walls are not strong, being built of limestone with an earth and lime mortar, 1.3' or 40cms thick by 3 yds/m tall and split by 3 large arched doorways on one side. There's compressive strength but cohesive strength is minimal and there is no possibility for buttressing. I could put a couple of steel bars, say 1" thick, across the bottom of the span but would like to avoid that and achieve a clean space if possible.
There is an existing 8"x8" reinforced concrete ring beam atop 8 x embedded vertical pillars. I decided on ferro cement as I would like this roof to be self supporting with regard to shear forces or sideways thrust. The added weight of 2400 bricks for purely aesthetic purposes is a risk but they amount to less than 2000kgs/4000lbs which, spread out over 26' doesn't seem too much??
I have been advised to solve thermal expansion issues by simply having the roof sitting, unattached, held there by it's own weight and inertia, on a strip of asphalt along the ring beam. This seems to make sense until you come to the question of whether or not this roof will actually be self supporting or not. Should my ring beam be imparting strength to the roof as well as the walls, or will the roof take care of itself?
I have a tendency to over engineer things and am putting another ring beam on top of the first (because the first wasn't made very well in my opinion) but the more I get into shear forces and the like the more bamboozled I become and I don't want to knock these walls over. If any of you can illuminate me a little I'd be very grateful. I'll post up a picture of the project on the facebook page below tonight when the internet connection allows.
Many thanks and happy New Year.
Mark
Fertile Roots Foundation
www.facebook.com/fertileroots