Also recall that not all welds are created equal. The mechanical floors had full welds and bolts, too. This also holds true low in the structure (the biggest columns) where the core structure was required to have lateral stability -- making up for the 2/3 fewer perimeter columns on the lowest seven floors -- and was heavily cross-braced. Away from these places, not so much.
What's important is that the majority of welds were substantially weaker, particularly with respect to moment, than the columns themselves. It isn't significant that a few lucky welds survived. What's significant, albeit totally contrary to Major Tom's still-semi-secret-for-some-reason explosives hypothesis, is that weld failure without significant column bending is exactly what one expects in a gravity-driven collapse... and not what we expect if explosives were used.
It'll be interesting to see if Major Tom ever completes his thought.
What's important is that the majority of welds were substantially weaker, particularly with respect to moment, than the columns themselves. It isn't significant that a few lucky welds survived. What's significant, albeit totally contrary to Major Tom's still-semi-secret-for-some-reason explosives hypothesis, is that weld failure without significant column bending is exactly what one expects in a gravity-driven collapse... and not what we expect if explosives were used.
It'll be interesting to see if Major Tom ever completes his thought.