That answer is quite close but probably by accident. Don't get me wrong, I am in absolute awe of these beasts:
Me:
"Take a simply supported beam 10m long. Apply a force of 1000N at 2m from the left of that beam. What is the bending moment at 5m from the left?"
It:
"blah blah blah ... Therefore, the bending moment at a point 5 meters from the left end of the beam is 600 Nm."
It's probably correct here but I will have to check. I've just read its reasoning and it does look correct on a superficial reading after two very large glasses of wine. Sadly it fails to note that I spelled metre in the French way - obviously, because I am English.
Me: "Take a simply supported beam 10m long. Apply a force of 1000N at 2m from the left of that beam. What is the bending moment at 5m from the left?"
It: "blah blah blah ... Therefore, the bending moment at a point 5 meters from the left end of the beam is 600 Nm."
It's probably correct here but I will have to check. I've just read its reasoning and it does look correct on a superficial reading after two very large glasses of wine. Sadly it fails to note that I spelled metre in the French way - obviously, because I am English.
This is the result:
https://www.phind.com/search?cache=b2d2e3ee-f3ed-4a2a-b976-5...