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Wood, Dowel Bearing Strength for Founation Redwood

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I am in the process of using NDS table 8A to get the Dowel Bearing
Strength
for Bolted Connection. (Anchor bolts for shear wall.)

Table on NDS page 36 has 2 entries for Redwood (close grain SG=0.44 and
open
grain SG=0.37).  Which one should I use for Foundation Redwood?

Thanks in advance.

Sam Chang, SE
Cupertino CA