Statically Indeterminate Axial Members

 

In a Nut Shell:  An axial member with more supports provided than needed to

maintain equilibrium of the member is said to be statically indeterminate.  In such a case

neither the support forces nor the internal forces can be determined from the equilibrium

equations.  More information is required to analyze this type of problem.  This same

concept also applies to torsion and bending members.

 

Statically indeterminate means that the forces in various portions of the structure cannot be

determined by statics alone.  Deformation must also be considered.  Usually there are three

ingredients in a statically indeterminate problem: 

 

 

 

   1.

 

 

 Equilibrium

 

 

   2.

 

 

Geometry

 

 

   3.

 

 

Load-Deflection

 

 

 

The same three ingredients are in any problem in deformable bodies – either statically

determinate or indeterminate.  But in the indeterminate case, they must usually be considered

simultaneously.

 

Click here for a discussion of strategy for statically indeterminate problems.

 

Click here for examples of indeterminate axial applications.

 

 

 

 

 


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