ACI 318-19 Section 17.10 - Anchor Bolt Design for Seismic Site Class C

[oengineer]

I am seeking a design example for an Anchor Bolt Design for Seismic Site Class C based on ACI 318-19 Section 17.10. I am seeking a design example that shows the various Sub Sections of Section 17.10 being adhered to & referenced.

If anyone has one, could you please pass it along.

Also, Comments/suggestions are appreciated.

 

[oengineer]

I am looking at 17.10.5.3a & I had some questions about iii., iv., & v. Could someone provide some insight about these subsections of 17.10.5.3a?

It seems to me that 17.10.5.3a part vi. is referring to using the adjacent vertical rebar to help resist the tensile forces. Could anyone please provide clarity on iii., iv., & v. ?