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PC Beam Design Ratings

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OSUCivlEng

Civil/Environmental
Jan 12, 2009
275
I'm curious how many DOTs require that draped or debonded strands be neglected when calculating the design rating of a beam? I've been told that the examples in the MBE show this, but I can't find where they do. IT doesn't seem to have that much effect on moment strength.
 
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