mreditor16
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He wouldn't have learnt that property yet.
For horizontal points of inflection, we want the following to be satisfied:
.
Now we can see where Equations (1) and (2) take us in terms of getting suitable values of x and a, and we just need to make sure we reject any solutions that would make the third derivative 0.
The problem is, Equations (1) and (2) alone wouldn't generally guarantee that it's an inflection point. We'd need to at least test our values of a and x in some way (e.g. with table of values) to show that it's not a local extremum.He wouldn't have learnt that property yet.
He would only need equations (1) and (2) that you've mentioned
In (1) you find x in terms of a and sub into (2) and solve from there.