This individual has been in on forensics examination of just about every major structural failure in recent history.
- posted
2 years ago
This individual has been in on forensics examination of just about every major structural failure in recent history.
More eyewitness accounts of ground floor slab ( extension of pool slab under the building) , let loose first, just seconds before total collapse. This goes back to original architects who didn't specify any drainage of exterior pool slab, either via slope or scuppers or both, and the negligent approval by the city building department. The type of critical damage that ensued was hidden and unobservable by usual means, although the water accumulation was definitely observable, well known, and should have been remediated way back in 1981.
and lack of load margin for the structure design. Sound like the developer was cutting corners in the building process.
I can take literally years to go through the permitting process in San Francisco. Unless you hire an "expediter", in which case it can happen overnight.
The standard load margin is actually very good in practice. What they did not consider was load handling deterioration margin. Things like "let's see what happens when half the rebars are in effect removed by corrosion." They're getting to the point where the law will require them to embed instrumentation into the build like they did with bridge in Minnesota over the Mississippi.
That's true of everywhere, that's why you want to hire a local PE, who knows everyone in the department, to push the permit through.
Here's latest video from Consult Engineer which does a real good job of analyzing the eyewitness video at the garage entrance ramp just minutes before collapse. He points out the building components visible in the video, the debris, and sites their location on the building drawing. Everything is pointing to pool deck slab letting go of its supports right at the critical 3-column support for the south facing facade that collapsed first, and right at the location of the pool deck water accumulation location. Water is coming from a broken sprinkler system pipe.
D. Chung over at University of Buffalo has been doing some interesting work on smart materials, including concrete.
She was up for a talk on the Flying Tigers a few years ago- her mom was a veteran, and is buried in Mount Pleasant Toronto.
I know they used women to fly transports and to ferry aircraft from one station to another, but never heard of them being used as actual combat pilots. Regardless, whatever she did, it was very heroic, China was a very dangerous trip.
very
The Russians had women pilots in combat. The Night Witches.
Fred Bloggs wrote: ===============
** She was a nurse...... Phil
If you take his screen shots and so a bit of gain/offset enhancement on them, you can see the third column in the line--it's covered in debris, including some sort of broken pipe. The debris clearly goes back further than he can see in the unaltered video screen shots.
May God have mercy on them all.
Cheers
Phil Hobbs
Kilsheimer has found his trigger. When the slab fell, probably a punchthrough shear failure at a column, the columns lose their horizontal stabilizing support, they still have a huge vertical load in place, slab or no slab. They only need to tilt 1o or less off their vertical axis to create a huge moment on the column which creates even more tilt etc... a structural failure positive feedback loop that acts out in the blink of an eye. Hopefully they can recover slab from the column area with double reinforced mat and confirm the steel was corroded through.
The pool deck fell in several minutes before the structure pancaked, though.
Cheers
Phil Hobbs
Yes, a nurse.
The eponymous 1942 movie starring John Wayne is a good example of US propaganda films of the day. A bit light on accuracy, naturally.
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