table 10-9 single plate connections
does anyone know why the value goes up quite a bit between 3rd edition and 13th edition lrfd for shear tab connection? some goes up 40%!
never, but never question engineer's judgement
you no longer have eccentricity on the bolts, if you are within the parameters listed.
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发表于 2009-9-16 12:37:03
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