You're welcome for that as well.
quote:Excellent executive summary of the discussion.
...I do think that if this is going to be a recurring point of discomfort it would behove the administrators to give these concerns a second look and make a public assurance.
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Structural engineering firm was Walter P. Moore. They do have quite a bit of stadium design experience (Minute Maid, Reliant/NRG Stadium, AT&T Stadium, etc.).
quote:Dang I knew I should have paid attention in class. Wait, I was a ECON Major.
I'm lost. Is this the nerdery or something?
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i. For cantilever members, l shall be taken as twice the length of the cantilever.
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Live load deflection of structural members shall be limited to 1/200 of the span.
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Everyone is a fatass!!!
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BTW, I did not use a stop watch. I estimated 2 cycles per second. A poster was kind enough to inform us that the song is 136 beats per minute, which is 2.3 cps. Not far off.