If the reactions of internal forces of a structure can be solved using just the force equilibrium equations, we refer to it as (i) statically determinate. If the structure is more complicated but still stable, we refer to it as (ii) statically indeterminate. Both of these are stable structures. In the latter case, we can consider compatability conditions to help us solve complex problems.
Besides there two categories, there is a third classification for structures which are inherently (iii) unstable (such as a cantilever beam with a pinned end). This third classification is also referred to as a mechanism.
This post explains how to assess the determinancy of a structure.
Determinancy of a Beam
We can determine the degree of determinancy for a beam using the following equation:
Where r is the number of reactions, n is the number of equilibrium equations (3), and ec is the additional equilibrium equations due to internal hinges or internal rollers.
Each internal roller carries an ec value of 2
We can interpret the determinancy as follows:
d < 0 | Mechanism |
d = 0 | Statically determinate |
d > 0 | Statically indeterminate |
Some examples of calculating determinancy of various structures are shown below.
Determinancy of Frames
Further Information
You can find more information at the links below:
https://learnaboutstructures.com/External-Indeterminacy
https://wethestudy.com/engineering/determinacy-structural-analysis/