Statically indeterminate is a condition when the equilibrium equations – force and moment equilibrium conditions – are insufficient for determining the internal forces and reactions on that structure. The term, and its opposite, statically determinate, are used in statics, structural mechanics, and mechanical engineering.
Mathematics Based on Newton's laws of motion, the equilibrium equations available for a two-dimensional body are:
∑ F = 0 : {\displaystyle \sum \mathbf {F} =0:} the vectorial sum of the forces acting on the body equals zero. This translates to:
∑ H = 0 : {\displaystyle \sum \mathbf {H} =0:} the sum of the horizontal components of the forces equals zero;
∑ V = 0 : {\displaystyle \sum \mathbf {V} =0:} the sum of the vertical components of forces equals zero;
∑ M = 0 : {\displaystyle \sum \mathbf {M} =0:} the sum of the moments (about an arbitrary point) of all forces equals zero.
In the beam construction on the right, the four unknown reactions are VA, VB, VC, and HA. The equilibrium equations are:
∑ V = 0 ⟹ V A − F v + V B + V C = 0 ∑ H = 0 ⟹ H A = 0 ∑ M A = 0 ⟹ F v ⋅ a − V B ⋅ ( a + b ) − V C ⋅ ( a + b + c ) = 0 {\displaystyle {\begin{aligned}\sum \mathbf {V} =0\quad &\implies \quad \mathbf {V} _{A}-\mathbf {F} _{v}+\mathbf {V} _{B}+\mathbf {V} _{C}=0\\\sum \mathbf {H} =0\quad &\implies \quad \mathbf {H} _{A}=0\\\sum \mathbf {M} _{A}=0\quad &\implies \quad \mathbf {F} _{v}\cdot a-\mathbf {V} _{B}\cdot (a+b)-\mathbf {V} _{C}\cdot (a+b+c)=0\end{aligned}}}
Since there are four unknown forces (or variables) (VA, VB, VC, and HA) but only three equilibrium equations, this system of simultaneous equations does not have a unique solution. The structure is therefore classified as statically indeterminate. To solve statically indeterminate systems (determine the various moment and force reactions within it), one considers the material properties and compatibility in deformations.
Statically determinate If the support at B is removed, the reaction VB cannot occur, and the system becomes statically determinate (or isostatic). Note that the system is completely constrained here. The system becomes an exact constraint kinematic coupling. The solution to the problem is:
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