Hi Jed,
API650 App. B,E,F and API620 App. C, states that "ACI 318 shall govern the design of all concrete..." does it imply that Anchor Bolts are not required to satisfy ACI 318 Appendix D.5.1 requirements?
Note that ACI 318 Anchor Bolt Capacity is less than API 650 in terms of application in...
Which code governs tank anchor bolt design?
Is it a requirement to satisfy ACI 318 in Tank Anchor Bolt Design?
Can someone specify any reference which states it or otherwise?