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Originally posted by REMISNE
But i would be able to tell if they were legit from an officil report.
Please look at numbr 2 and 3 of the following NTSB handbook, you will see that part and serial numbers are required.
Originally posted by GoodOlDave
The link you posted refers to the flight recorder only.
The reason I ask is that components with serial numbers HAVE been found at the Pentagon site, and HAVE been traced to AA77.
Originally posted by weedwhacker
Sorry, Dave....you know I "love" most of your posts, forthright and honest and logical....and full of facts....except this time.
Originally posted by REMISNE
Please show sources for these components and how they were matched to AA77..
Originally posted by shieldedwolf
It is time to take action!
Originally posted by Thermo Klein
4) Melting temperature of steel building frame is around 3000 degrees but airplane fuel and building materials only reach around 1100 degrees.
Steel Construction:
Building codes generally classify steel buildings as "unprotected noncombustible. A further classification is "protected noncombustible". In this case, major columns and beams are protected to some degree. The term noncombustible for steel buildings gives a false sense of security. Noncombustible buildings can be and have been destroyed by fire in contents. The following are some problems that steel, used in construction, gives firefighters:
Elongation can take place in a steel member at ordinary fire temperatures. Heated to 1,000 degrees , a steel member will expand 9 ½ inches in 100 feet of length.
Expanding steel exerts a lateral force against the structure which restrains it. If restrained, as by a masonry structure, and the temperature of the fire is sustained in the 1,000 degrees range, the expansion of the steel may cause the displacement of the masonry, resulting in a partial or total collapse.
When steel is raised to temperatures above 1,000 degrees, it starts to lose strength rapidly.
Steel tendons, used for tensioned concrete and for excavation tiebacks, cannot be depended on above 800 degrees. Elevator cables falls in the same temperature range. Connectors, such as nails, screws, gusset plates, lag bolts, threaded bolts, joist hangers, dog irons, rods, wire and cable, struts, and ties, are all made of steel, and in a given fire, the fire characteristics of the steel may be of much more importance than the characteristics of the wooden members. The heat being absorbed by unprotected structural steel or by the metal deck roof is very probably the most important heat to be removed by the fire suppression water. This may require violation of another unthinking slogan: "Never throw water into smoke." It is certainly justified to throw water where you cannot see the target if you know the target is unprotected steel. Many fire texts speak of causing steel to collapse by cooling it. The author for "Building construction for the fire service, second edition, states that this is simply not true. The author maintains the following is the case: If steel is elongated due to heat, and cooled with water, the steel will contract to its original shape. If the steel has started to fail and is cooled, the steel will remain in the shape it has assumed. Literally, it will be frozen. When fighting fires in steel structures, firefighters must keep alert for signs of overheated structural steel and potential collapse of building.
Originally posted by GoodOlDave
(Sigh) all right, I will ask ONE MORE TIME...why are you so hard core single mindedly obsessed in groping for serial numbers on the wreckage when we know from hordes of eyewitnesses that, yes, it really was a passenger jet that hit the Pentagon?
The time-temperature curve for the standard fire endurance test, ASTM E 119 [13] goes up to 1260°C, but this is reached only in 8 hr. In actual fact, no jurisdiction demands fire endurance periods for over 4 hr, at which point the curve only reaches 1093°C.
You can show me the temps steel fails at all day I KNOW, but it is irrelevant. You are just waving something around that you don't understand does not explain the problem. A big F.
First you have to show how, in an hour, those fires could transfer enough heat to the steel to cause it to lose any strength, let alone cause the whole building to dramatically fail. (pls see my last post for more detail)
Beams can bend and sag all day, it doesn't mean the whole building is going to collapse symmetrically and globally through the path of most resistance.
It doesn't work in the simple black and white way you seem to want to think it does. If it did then every steel building that ever had a fire would have been in danger of collapse,
and the material would have been considered unsafe and something else would have been used. You seem to think engineers are stupid or something?