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705.03
Thus the barrel, when in good material condition,
usually proves to be
structurally stable and able to withstand the impact
of dropping, especially when internally
loaded, because the internal load tends to distribute
any local shock load to all the
enclosing barrel's internal surface and thence to the
finitely closed, steel circle bands.
Barrels constitute closed circuits of continuous tension
finitely restraining discontinuous,
though contiguously islanded, staves of compression
in dynamic stability. Whether
pressure is exerted upon its structure from outside
or inside the barrel, the result is always
an outward thrust of the staves against the tension
members, whose finite closure and
cross-sectional strength ultimately absorb all the working
or random loads. The vertical
forces of gravity in the primary working stresses of
internally loaded, simple-curvature
structures__such as those of the cylinder, barrel, tree
trunk, or Greek column__are
translated precessionally into horizontally outward
buckling and torque stresses. When,
however, such cylinders are not internally loaded and
are turned over on their side with
their axes horizontal, the stresses are precessed horizontally,
outward from the cylinder
ends toward the infinite poles of cylindrically paralleled
stave lines. Under these
conditions, the outer hoops' girth does not aid the
structural interstabilization, and the
forces of gravity acting vertically against the horizontally
paralleled staves develop a lever
arm of the topmost staves against the opposite outer
staves of the barrel, tending to thrust
open the sidemost staves from one another and thus allowing
the integrity of the arch to
be disintegrated, allowing infinity to enter and disintegrate
the system.
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