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Recent content by deg620
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Floor Vibrations
thread507-197395 I have a question similar to what was spoken about in the previous thread. In AISC DG 11 there is an equation Neff (eqn. 4.7), the number of effective T-beams with three seperate criteria you have to meet in order to use Neff in the calculation of the panel (eqn 4.8). I'm in a...- deg620
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- Forum: Structural engineering general discussion
