Being studied in engineering and blacksmithing, you should know that Tempering is a little more precise than looking for color change.
Have fun doing that to your whole frame btw.
Never said the weld was not as strong as the parent metal. In fact I believe my whole point is the contrary.
Being as my leg hurts, and I have to get up early to go to a tool and die shop and coincidentally work on a large heat treat oven after I get their Computer Milling Center working, I'll just make a couple of points.
First, I never said that I ran the colors on a frame. The last time I remember doing it was on a much smaller part.
Second, color change is a lot more accurate than you might realize if the person doing it has enough experience.
Plus, the reason you usually have to run colors, is because there is no way to get the part in question into a proper heat treat oven to run the correct heat soak profile.
I have seen people temper large load bearing pieces of steel after a weld by using color changes and a spring loaded punch to verify the hardness afterward.
You use the punch on a piece that has not seen heat, then on the tempered part and compare the dimples.
The idea is not to get the exact Rockwell hardness, but get it close enough to eliminate a too hard or soft situation.
And, just as a reminder, here is what you posted about the problems with vertical welds.........
To understand why vertical welds are in fact a bad thing, you need to understand how a ladder frame works and reacts to stress. Along with understanding what happens to metal during welding...
Ladder frames (our frames) have more potential to flex in-between weight supporting mounts along with more potential to twist in-between the rail...not so much potential flex from side to side (left to right).
When you weld (even plain old mild steel) you induce a dramatic heating and cooling that effects the areas adjacent to the weld. Doing this makes the metal less elastic, more brittle, and slightly weaker. Especially when joining different thickness materials (thicker acts as a heat-sink and pulls the heat out of the thinner (frame) even faster than welding materials of the same thickness) therefor making the thinner (frame) metal even more brittle.
Now, vertical welds are a problem in ladder framed vehicles because of the potential flex. Horizontal are not so much because they will not see the flex that a vertical weld will.
So, if a weld is as strong as the original metal, which you just said was your point, how does a vertical weld weaken a frame?
Oh wait, I see, you did not know about normalizing a weld to eliminate the stress riser until I posted..........
Now I understand........
I'm going to bed. Life is too short to fish with a dead cricket....