How to calculate rhumb line "due East" between two points

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First off, I am very new to GIS, so an explanation to the given solution/formula would be great.

How do I calculate a constant bearing (rhumb line) of "due East"/"due West" from point1 to point2?

p1: Lat: 40 N Long: 110 W

p2: Lat: 40 N Long: 75 E

I know there should be a formula for this, but everything I have found seems a too advance, since I have that lat1 = lat2.



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