QUOTE(Q24 @ Jul 20 2007, 08:10 PM)

‘The Collapse’ section of the article is vague in its explanation of how the towers came down, along the lines of the ‘pancake’ collapse theory, failing to account for the massive interior structural columns around which the towers were built. As can be seen from
WTC construction photos, the immense core structure was erected first in sections supporting the rest of the building being built around it. How then the falling floors managed to drag down the very core that was designed to hold them up and support the building's weight, I will never know.
Massive columns don't automatically imply massive safety margins. The building's designers didn't make those columns so big just because they thought it would look cool. They're large because they HAVE to be -- they're carrying huge loads. Take a look at this weighlifter. He's massive, too.

He shouldn't have any problems carrying a small child, right? Imagine what might happen here, though, if that child suddenly ran over and jumped on one end of that barbell. He's already loaded near his limits, so a small change might just put him over his personal safety margin and cause a failure.
QUOTE(Q24 @ Jul 20 2007, 08:10 PM)

Up until the last two sentences you were making sense. Due to fire, I do not agree that a structural element will suddenly break (lose 100% of its strength) and then pass its full load onto remaining elements. If we have a main structural column carrying a particular load, other local columns will already be taking a percentage of that load. Then, even as the main column is gradually being weakened, other nearby columns will simultaneously be taking on the extra load/stress. Surely you can agree to that?
I'd agree that the loads would change, but not necessarily evenly. Some columns may take on more load, some columns may actually have their load
reduced. It's a structures problem.
QUOTE(Q24 @ Jul 20 2007, 08:10 PM)

Given the above is true, this would rule out the ‘domino’ effect you are suggesting. Then, even if half the columns in WTC7 were weakened approximately 50% (the maximum they could have been by fire) we would be nowhere near a total collapse of the building.
That's not at all correct. As flyingswan has said, you don't understand structures. Let's look at a simple example. Imagine a simple four-legged square table. Let's assume that all four legs are evenly-spaced and of equal length (so the table sits flat on the floor). Also assume for the moment that the legs are rigid and don't bend. Now, let's assume that we're designing this table to hold a maximum weight of 100 pounds (or kilograms if you'd prefer -- the units don't matter here). We'll assume that the weight is placed exactly at the center of the table so that all of the legs are evenly loaded. That gives us a scenario like this:

Makes sense, right? Each leg carries 1/4 of the load (25 pounds). Now, being good engineers, we want the legs to have a reasonable design margin so that the table doesn't collapse when carrying this load. Let's assume a safety factor of 2.0 and design the legs to carry a maximum weight of 50 pounds each.
So, let's look at what happens if we now break one of the four legs so that it can't carry any load. You seem to be assuming that the other three legs will take up the extra load evenly, giving us this situation:

That's not what happens, though. If you actually work the problem and balance the forces and moments, you find that the actual result with one broken leg is this:

When we break the front leg, the load in the back leg also goes to zero and the left and right legs take up all the load (50 pounds each). That puts them right at their design limit. If either one of those legs is further weakened by something like a fire, even just a few percent, the table will collapse.
Note that if we had used a safety factor of 1.8 and had designed the legs to hold a max weight of 45 pounds each, breaking the front leg would cause an immediate domino-effect total collapse of the entire table.
While we're at it, let's look at what happens if the table sags a bit when we break the front leg. Let's assume that the initial damage causes the table to tilt a bit toward the broken leg, shifting our 100 pound load forward 20% of the distance from the center to the corner. Because the load is now off-center towards the broken leg, the table wants to tip forward. Let's assume we've bolted the back leg to the floor to keep the table from tipping over. We now have the back leg in tension and the right and left legs in compression:

We have to pull down on the back leg with a 20 pound force to keep the table from tipping over. That increases the loads in the other two legs to
60 pounds each. Those two legs are carrying a total load greater than the weight sitting on the table!
To keep things simple here, I've assumed that we completely fail the front leg so that its load goes to zero. The same principles apply, though, even if we just weaken or warp the front leg so it carries less load. The rest of the structure will not necessarily take up that extra load evenly.
QUOTE(Q24 @ Jul 20 2007, 08:10 PM)

I have common sense, a good understanding of physics and a mountain of other evidence pointing out 9/11 as a false flag op, which is at the moment for me outweighing your “admittedly limited” expertise.

I'm afraid your "common sense" is leading you astray. The response of a building to fire and other damage is an enormously complicated structures problem. Simple assumptions, like an even distribution of loads, will not give you the correct answer.