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Originally posted by Seymour Butz
Yes, you're comparing the reactions of a truss, made of thin material, to a huge beam.
Of course, I would be willing to listen if you have some info that says a beam will sag like the trusses did, rather than expand due to heating.
Originally posted by Saidar
Uhm, don't know about you guys but I have known that for about 2 years now. We spent a whole week on that in one of my structural engineer classes at varsity, doing the math and all the fun things can come with it
Originally posted by ThroatYogurt
32 Kilograms per cubic meter were converted from the International Systems of Units (Metric System) to Customary Units. (what we use here in the States) and yes that does equal 6.4 pounds per square feet.
In fact these measurements represent density:
Density
Density is a measure of the mass of an object per unit volume; thus, it has units of mass divided by length cubed such as kilograms per cubic meter (kg/m3) or pounds per cubic foot (lbs/ft).
I don't understand your problem with this.
Originally posted by Griff
Originally posted by Seymour Butz
Yes, you're comparing the reactions of a truss, made of thin material, to a huge beam.
No, read it again. I was comparing the reaction of connections to other connections.
Originally posted by Griff
reply to post by Seymour Butz
Thermal expansion coefficient of steel:
12 x 10^-6/K
Thermal expansion equation:
delta Length = Li (initial Length) x alpha (thermal expansion coefficient) x delta T
Delta means "change in".
hypertextbook.com...
Going from a temperature of 293.15 K (room temperature) to 1173.15 K (900 C) is a difference of 880 K = delta T
I'm not sure of the span of the beams so I will assume 30 feet
delta L = 30 ft x 12 x 10^-6/k x 880 K = .3168 ft
.3168 ft equals 3.8 inches.
If the beam is 60 feet, then delta L would be 7.6 inches.
Are we really to believe that this is enough to fell a building? Really?
Originally posted by Griff
From now on, I'm going to start spec'ing my buildings as to NIST's findings. Let's see how well building owners like to spend a couple extra million on this obviously needed fireproofing.
Maybe then they can let NIST know they aren't buying it either?
If the beam is 60 feet, then delta L would be 7.6 inches.
Are we really to believe that this is enough to fell a building? Really?
Originally posted by Seymour Butz
NIST gives 600C and 50ft length. So what does that give?
And I noticed another thing wrong with the comparison. The tower connections were either in compression or tension for the floor trusses.
For 7, it was a lateral displacement. They call it "walk-off" I believe. It's figure 12-24, on page 219/382.
So would 5-6" (guessing until I see your figures) be enough to cause walk-off?
And I see the NIST saying that the floor walk off caused others below it to fail also when they hit. Then Col 79 was unsupported over a 9 floor length. Euler's buckling then ensued around the middle of that length, around the 9th floor. Is this right?
Originally posted by thedman
If the beam is 60 feet, then delta L would be 7.6 inches.
Are we really to believe that this is enough to fell a building? Really?
Yes Griff it is - ever seen a wall pushed out and collapse at a fire scene?
The thermal expansion of structural steel can push a wall over and cause
it to fail. Its one of the things teach you be aware of.
Originally posted by MasterRegal
I DEMAND that everyone in this thread post their credentials and qualifications regarding architecture and building collapse. Everyone here seems to act like they are experts, refuting the actual experts. Why? You don't trust the government, so you don't trust their findings. You already "know" what happened, so any other explanation must be false. The only evidence you have is the same evidence millions of people saw live on television. That's it. So, tell me why I should believe you over the official report.
(e.g., due to disconnected or impaired water supply, or are overwhelmed.
But, I do have to say I wish they'd get on with it. So far, at page 36, it's just rambling.