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Originally posted by pavil
Temper temper....
The store was built in 12 separate stages, the first in 1911 and the last in 1946. The complex had two retail basements and 23 above grade retail floors, including mezzanines. Two additional basements and six upper stories in a tower, provided storage and mechanical support for the 2.2 million square foot building. In all there were 33 levels in the structure.
...
The demolition contract went to a joint venture between Detroit based Homrich, Inc. and Boston based North American Site Development. They, in turn, retained Controlled Demolition, Inc. (CDI) and the Loizeaux Family of Phoenix, Maryland to design and perform the tricky implosion of the Detroit landmark.
...
No structural drawings of the facility were available, making structural analysis and implosion design a considerable task for CDI. The interdependency of the 12 different construction stages, with differing construction and variable column flange directions and bay widths created what CDI calls differential natural failure modes in each section of the structure which CDI’s demolition program had to cope with. These factors created an implosion design, preparation and dynamic control challenge for the 2nd and 3rd generation of a family recognized as the international founders of the commercial implosion industry (see ENR cover story October 1972).
Hudson’s was bordered on four sides by streets filled with critical infrastructure and flanked on 3 sides by poorly maintained, turn-of-the-century structures with huge sand-cast glass windows that occasionally broke in high winds. Lastly, Detroit’s elevated "People Mover" paralleled the east face of the 439 ft. tall structure just 15 ft away.
Mark Loizeaux, President of CDI, called Hudson’s the greatest dynamic structural control challenge the company had ever faced. CDI had to sever the steel in the columns and create a delay system which could simultaneously control the failure of the building’s 12 different structural configurations, while trying to keep the hundreds of thousands of tons of debris within the 420 ft by 220 ft footprint of the structure. CDI needed structural data to complete its design. Under CDI direction, Homrich/NASDI’s 21 man crew needed three months to investigate the complex and four months to complete preparations for CDI’s implosion design. During that period, the lower two basements of the structure were filled with engineered fill and the perimeter basement walls bermed to 1st basement level with soil to support perimeter walls which would surely have failed under soil and hydrostatic loads once the horizontal support of the Hudson’s internal structure was removed by the implosion.
Double column rows installed in the structure between vertical construction phases, internal brick shear walls, x-bracing, 70 elevators and 10 stairwells created an extremely stiff frame. Columns weighing over 500 lb/ft, having up to 7.25 inch thick laminated steel flanges and 6 inch thick webs, defied commercially available shaped charge technology. CDI analyzed each column, determined the actual load it carried and then used cutting torches to scarf-off steel plates in order to use smaller shaped charges to cut the remaining steel. CDI wanted to keep the charges as small as possible to reduce air over pressure that could break windows in adjacent properties.
Originally posted by esdad71
The final figure for theoretical collapse acceleration rate of WTC7 in complete free fall in atmosphere and at sea level is 8.94m/s2, which is only a little above the actual observed 8.71m/s2 acceleration rate arrived at from analysis of the CBS footage and using the Emporis height measurement. From this we can imply that the structure provided a negative acceleration, i.e resistive force of approximately 0.23m/s2 to the gravitational collapse.
So this tells us that there was resistance, but you 'feel' it is not enough. Am I right?
OK, I can see your point. However, do you not agree that it would have been better if the calculation showed it fell faster than it should? That would prove that Physics cannot be applied.
Originally posted by Pootie
I live just outside Detroit (hencforth: The D)...
I have been IN the Hudson's building prior to it's implosion.
THERE IS NO COMPARISON TO BE MADE.
Hudson's was TWELVE interconnected old school overbuilt badass brick and GIANT STEEL COLUMN buildings with delicate historical structures and an elevated train track right next door... NO COMPARISON.
NO COMPARISON.
Originally posted by Masisoar
Diesel fuel fires can provide enough heat to cause the steel inside WTC 7 to weaken, especially during the time interval allowed from when the debris started the fire up til the collapse.
Originally posted by Masisoar
Diesel fuel fires can provide enough heat to cause the steel inside WTC 7 to weaken, especially during the time interval allowed from when the debris started the fire up til the collapse.
Plenty of time to weaken key components.
Guys, its been shown on this Messageboard way too often. Check out the photos of WTC 7, you can clearly see there's a lot of smoke coming off of the building (i.e. fire).
Originally posted by Masisoar
This whole time, I was simply masking myself of that which represents the anti-conspiracy movement.
It was a pleasure.
Thank you.
Simultaneous failure of structure at all four corners of the building.
Simultaneous failure of all core columns except for one: the initial column failure under the penthouse.
No friction whatsoever during the global collapse, thus accounting for the free-fall acceleration.
Failures between exterior wall end-to-end connections without causing friction.
Lateral bracing of each column at each floor must be accounted for.
Core columns telescoping down into themselves without friction.
Originally posted by WeSbO
Loads of smoke = Lack of oxygen = fire dying out
Originally posted by Griff
I know you are being sarcastic BsBray, when you say include calculations
No friction whatsoever during the global collapse, thus accounting for the free-fall acceleration.
Failures between exterior wall end-to-end connections without causing friction.
Lateral bracing of each column at each floor must be accounted for.
The only thing IMO that could account for this is the impact load of the building dropping. This is a very big stretch to get nearly every connection to dislodge, but it is not out of the relm of possibility.
This is a harder one to explain. For them to do this, they would need to buckle, then when the rest (undamaged part of column) hits the ground it would need to buckle again and again.
Anyway, there's my attempt. Where's NIST's?
Originally posted by Yandros
Ok what if:
The slurry wall moved,
Ha haaa, see how easy it is to make a bull# explanation for a building simply ceasing to exist? Anyone with half a brain cell can do it. But it doesn’t mean its correct, or even plausible