2. Yes, steel structure buildings (where the loads are supported by steel columns, spandrels and horizontal beams) do not collapse due to normal fires. The sub-items may deform, crumple,sag or bend due to heat, and some local parts may rupture (rarely) ... but the total structure never totally collapse in 1 000 000's of pieces by their own weights and ever present gravity, like an avalanche. Never heard of! Except WTC1, 2 and 7 of course.
Thanks for the questions.
"The sub-items may deform, crumple, sag or bend due to heat ... but the total structure never totally collapses ..."
If we assume structural element (your "sub-items") serve a purpose, that is, they hold a load, it is very reasonable to assume that the failure ("deform, crumple, sag or bend") may lead to a total failure of the building.
Think about it:
1) You have stated that sub-elements can fail due to fire.
2) You agree, I presume, that elements carry structural load.
3) So then you must agree that the failure of a sub-element
must redistribute the load among the remaining elements.
4) Thus the remaining elements carry more load.
5) As more elements fail, the load on the remaining elements becomes greater.
6) At some point, the load will be too large for the remaining elements to bear.
7) When this happens, the structure will fail.
However, it seems that your reasoning is that the load can be re-distributed endlessly, without overwhelming the capacities of the remaining elements. Does this seem logical to you?
ETA: Sorry to keep popping in posts instead of dealing with everything together. It's just that each time I read through this, I find something new.