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The FLW design is surely better looking than that POS that was revealed yesterday. The main problem is that Wright was a piss poor [red]structural engineer[/red]; clueless, in fact.
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First: he was an ARCHITECT not a Structural engineer and despite that he was a BRILLIANT Structural engineer (for the time) and pushed for new building technologies.
Some times innovators are miss understood, He Pioneered reinforced concrete, you have NO idea what you are talking about.
Johnston wax building is all I have to say.
[url]http://www.peterbeers.net/interests/flw_rt/Wisconsin/johnson_wax/johnson_wax.htm[/url]The ceiling and roof are supported by these large "lily pad" columns that start at a slender 9" at the bottom, and reach 18 feet in diameter at the top. There are 77 of them that hold the building up. The famous story about them was that the original building committee wouldn't grant Wright a permit to build the structure because they didn't think the columns could support the weight. They determined that each column must support 12 tons in order to safely support the building. Wright was disgusted by their lack of confidence and foresight and decided that a public demonstration was called for. He constructed one of the columns and then invited the entire building committee along with the press to witness the demonstration of strength. He even hired an orchestra to play while the demonstration went on. His plan was to pile at least 12 tons of weight on the column and continue adding weight until the column collapsed. His little demonstration payed off. The column was able to support more than 60 tons of sand before it finally collapsed.... more than 5 times the weight that it was required to. Needless to say he got the building permit.
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Please refrain from talking out your ass