its shape will not distort easily. Despite this, for it
to |
 |
qualify as a stable pure plate structure, the internal forces |
induced by an externally applied load must be distributed |
throughout the structure as shear forces acting between |
the plates. However, as shown by the animation to the |
right, pushing down on the apex of the pyramid creates a |
thrusting force that tries to tear the edges apart rather than |
force them to shear past one another.
Therefore, although |
Fig. 206 - Instability |
it is rigid, the pyramid is not a stable
plate structure. |
of a square pyramid |
|
. |
Exercise: Construct plate structures like those shown in
Fig. 205. Empirically examine them |
|
for the presence of shear forces by removing one or two pinges and
then squeezing the |
|
model by pressing on opposite vertices. Analyze their stability with
the equation E = 3 F- 6. |
|
. |
It is
useful at this time to look again at box girders and analyze their
stability as plate |
structures. The inherent stability imparted to the box girder
structure by joining the plates |
together edge to
edge is revealed by plate analysis. |
 |
 |
 |
*a) 9 = 3 ( 5 ) - 6 |
*b) 12 = 3 ( 6 ) - 6 |
*c) 12 = 3 ( 6 ) - 6 |
click image to enlarge |
Fig. 207 - Plate stability analysis of
box girders
(static demonstration models) |
|
* Note:
for modeling purposes, all panels lying in the same plane are counted as
one plate |
. |
Of
course box girders are comprised of steel plates that are welded or
riveted together edge |
to edge.
Therefore, structurally speaking, they do not qualify as pure plate
structures since |
their
joints are not flexible. Neither do buildings that have wood or
metal shear panels |
fastened
to their exterior frameworks for resistance to shear forces acting on
them. For that |
matter,
the structural members of building frameworks are normally fixed to their
supports |
and each
other so that their joints are not flexible, as is required of pure
lattice structures. |
Nevertheless, we made this excursion into stability theory - planar,
lattice, and plate - to |
show the
basic structural dynamics operating in complex building systems comprised
of |
elements
of two-dimensional planes, three-dimensional lattices, and plate
structures. The |
actual
forces acting on buildings are much more complex than these simple models
suggest |
as will
be shown in the next section on forces and reactions in buildings. |
|
Back
to Knowhere |
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Page 122
- Building stability - Plate action |
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