jaydeehess
Penultimate Amazing
Here's a quick thought experiment.
Imagine a simple post supporting a beam. Now imagine that this post also has a diagonal 45 degree brace to the beam. This diagonal support adds support. However, that diagonal brace's support absolutely relies upon the connections it has to both beam and post, it must be constrained. If you fasten it only to the post or only to the beam it offers exactly zero added support because any load it is called upon to resist will instead simply move it's unconstrained end along the other structural component.
In similar fashion a column that has tilted and has lost its constraining connection at either end, offers absolutely zero support of any load.
Imagine a simple post supporting a beam. Now imagine that this post also has a diagonal 45 degree brace to the beam. This diagonal support adds support. However, that diagonal brace's support absolutely relies upon the connections it has to both beam and post, it must be constrained. If you fasten it only to the post or only to the beam it offers exactly zero added support because any load it is called upon to resist will instead simply move it's unconstrained end along the other structural component.
In similar fashion a column that has tilted and has lost its constraining connection at either end, offers absolutely zero support of any load.
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