Example: barber
APPENDIX C FOUNDATION CAPACITIES TABLES
bolt in a properly designed concrete or ma-sonry foundation system. Horizontal shear ca-pacity for a specific spacing of anchor bolts is based on bearing of the anchor bolt against concrete or grout: Fbrg = 0.35 × fc’ = 0.35 × 2500psi = 875psi. Example: Horizontal capacity per anchor bolt bearing = 875 psi × 1/2” dia. × 4” min. embed.
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