Furthermore, inherent stability in structures depends no only on the number of structural members used but also their placement.  For example the polygon to the left has the minimum number of members called for by Euler's equation yet it is unstable.  Obviously then we must seek a deeper understanding of the factors responsible for a structure's stability other than just its topology. We must study the dynamic interplay between the internal and external forces a structure experiences when it is stressed. 21 = 2 (12) - 3 ◄ Fig. 125 - Unstable octagon that satisfies Euler's equation .
 Exercise: 1) How many more members are needed to stabilize Fig. 125 ? Placed where?
 2) Find other polygonal structures that should be stable according to Euler's
 equation but are not.

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Forces and reactions

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In the previous experiment we determined empirically that a polygon is unstable if its

shape is distorted when an outside force acts on it.  Newton's first law states that an object

that is at rest will remain at rest provided it is not subjected to an unbalanced force.  When

you push on an unstable polygon the structural members move from their at rest position

and deform because the total force pushing on it is greater than the structure's ability to

push back and resist being deformed.  If we assign a negative value to the forces pushing

on the structure and a positive value to the forces resisting being pushed, then the sum of

the forces do not equal zero.  As a result the structure will be deformed in the direction that

the excess force is pushing it.  If, however, the sum of the forces equals zero then the

structure is stable and will not deform.

. For example, if you push down on the edge of a Polymorf panel that is resting upright on a table it does not move downward because the downward acting force, or load, that you are applying to it (orange arrow) is balanced by the reaction of the upward force of the table pushing back (green arrow).  The harder you push down the harder the table pushes back.  The downward (negative) force plus the upward (positive force) equals zero. We say that the forces acting on the panel are in equilibrium and the panel is stable. ◄  Fig. 126 - Pushing down on a panel induces compressive stresses

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Notice that the panel is being squeezed between two forces that are external to it.  Yet it is

not deformed because the atoms it is made of resist being deformed.  Internal forces,

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