Anchor and base-plate design under ACI 318-19 Chapter 17 — cast-in and post-installed. Every value cites the section and equation it came from, so a reviewer can follow the arithmetic instead of trusting it.
See the checks Codes coveredSteel, concrete breakout, pullout, pryout and side-face blowout — plus tension-shear interaction, rather than the governing one in isolation.
Each result carries its ACI section and equation number. "Per code" is not an answer a plan reviewer can check.
Cross-references ESR reports from Hilti, Simpson and DeWalt against the code provisions they are qualified under.
Steel strength, concrete breakout Ncb,
pullout Np, side-face blowout, and bond for adhesive anchors.
Steel strength, concrete breakout Vcb,
and pryout — with edge distance and spacing modifiers applied, not assumed away.
Combined tension and shear per §17.8, plus the seismic provisions of §17.10 where they govern.
Plate thickness and bearing to AISC Design Guide 1, tied to the anchor layout rather than checked separately.
Chapter 17, Anchoring to Concrete — the governing provisions for both cast-in and post-installed anchors.
Qualification of post-installed mechanical and adhesive anchors.
Base plate and anchor rod design.
Anchorage of nonstructural components.