For a column base plate, the Steel Design Code uses the up-to-date AISC 360-16. However the Concrete Design Code is still the outdated ACI 318-08. I understand not much has changed for the anchorage provisions in the ACI other than it being reorganized…

Does anyone else think that when a company says they have incorporated a new design code into their software, they should probably update their code references at that time? Seem reasonable to anyone else? Instead, Bentley still references the 2005 seismic…

Good Afternoon I need to know: Which of Bentley's Product do the design of Anchor Bolts according to ACI 318? Best regards, Pablo Mata