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Shear wall sill plate bolt 1

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JStructsteel

Structural
Aug 22, 2002
1,458
Just checking my shear in bottom sill plate, and NDS has some tables (12A, 12B, 2118 edition). Would you use the value in 12B over 12A for a bolted down sill plate?

Just curious why the two values would be different, I am assuming the eccentricity?
 
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