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The conditions of determinacy, indeterminacy, and instability of trusses can be stated as follows: \[\begin{array}{l}
m+r<2 j \quad \text { structure is statically unstable } \\
m+r=2 j \quad \text { structure is determinate } \\
m+r>2 j \quad \text { structure is indeterminate }
\end{array}\]
where
\(m =\) number of members.
\(r =\) number of support reactions.
\(j =\) number of joints.
This page titled 5.3: Determinacy and Stability of Trusses was last modified on Wed, 24 Feb 2021 01:52:03 GMT and is shared under a CC BY-NC-SA 4.0 license and was authored, remixed, and/or curated by René Alderliesten (TU Delft Open) via source content that was edited to the style and standards of the LibreTexts platform.
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