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Table 10-9 single plate connections 1

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COEngineeer

COEngineeer

Structural
Sep 30, 2006
1,186
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
 
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You no longer have eccentricity on the bolts, if you are within the parameters listed.
 
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