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