[Ferro List] Catenary Dome
Peter Payne
tfe at sover.net
Fri Apr 4 15:34:36 MDT 2008
Best shape for self-supporting arch with no load: Catenary arch, as
described by Keith.
Best shape for purely vertical load: Pillar (direct vertical weight
transmission, no bending)
Best shape for resisting pressure from all around: Sphere (as in deep
sea vehicles)
Best shape for arch with vertical load: somewhere between catenary arch
and pillar, in other words a steeper, more pointed arch.
Best shape for underground: such a shape must support itself, deal with
vertical load of the earth above, and deal with lateral pressure of the
earth (&/or hydrostatic pressure) around it. The amount of these two
pressures depends on the texture of the earth. A very sandy wet earth
might act similarly to water, whereas a clayey soil could compact around
the shape so as to put very little pressure or weight on it. The most
common situation would be: substantial vertical load, and also fairly
substantial lateral pressure. So, a shape that would be a cross between
a pointy arch and a sphere. Case in point: My storage shed is more or
less a catenary arched vault; but as snow accumulated up the sides this
winter the sides caved in; a better design would have had the sides
bulge out in a more sphere-like way, so as to redirect the pressure
forces of the snow out into skin of the structure.
I tried modelling some of these shapes on a computer program that allows
you to set up two shapes then draws all the intermediate shapes,
morphing one into the other.
Peter
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