Totovader
Game Warden
- Joined
- Jan 31, 2007
- Messages
- 3,321
In a discussion with YouTube user dudepal187, he made several claims of which he is unwilling to seek expert opinion on. In an effort to appeal to his audience, I am providing his claims here for review.
Study the following photograph:
In the sea of broken metal and twisted columns, dudepal believes that the column which is sticking up from the ground in front of the firefighter towards the middle of the picture is clear evidence of a controlled demolition.
He believes his claims are supported by the following "facts":
1) "Columns dont simply break diagonally" [sic] dudepal believes that this column is "cut" at an angle, and claims that this cannot be the work of a collapse scenario. Regardless of the fact that this column is actually leaning and is not sheared at an angle, he has been unable to support this claim.
Are there any structural engineers or other qualified individuals who support this claim?
(I pointed out that depending on the material, existing stress, impurities, etc- in addition to the massive amount of force involved- a column being sheared at an angle is not at all impossible. He ignored me.)
2) Columns do not shear off without buckling. His claim is easily debunked by the many other columns in the photograph which show columns which have no appearance of buckling but have obviously broken off at the joints.
Again I ask for any qualified individuals to either support or address his claim.
The full discussion of this absurd claim can be found here.
Study the following photograph:
In the sea of broken metal and twisted columns, dudepal believes that the column which is sticking up from the ground in front of the firefighter towards the middle of the picture is clear evidence of a controlled demolition.
He believes his claims are supported by the following "facts":
1) "Columns dont simply break diagonally" [sic] dudepal believes that this column is "cut" at an angle, and claims that this cannot be the work of a collapse scenario. Regardless of the fact that this column is actually leaning and is not sheared at an angle, he has been unable to support this claim.
Are there any structural engineers or other qualified individuals who support this claim?
(I pointed out that depending on the material, existing stress, impurities, etc- in addition to the massive amount of force involved- a column being sheared at an angle is not at all impossible. He ignored me.)
2) Columns do not shear off without buckling. His claim is easily debunked by the many other columns in the photograph which show columns which have no appearance of buckling but have obviously broken off at the joints.
Again I ask for any qualified individuals to either support or address his claim.
The full discussion of this absurd claim can be found here.