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Anchor Bolt Design: PIA-0.75-A193-B7-5.625
Anchor bolt design parameters per ACI 318-19 Chapter 17 — cast-in-place headed bolts and post-installed anchors (wedge and adhesive). Steel failure mode nominal tensile (Nsa) and shear (Vsa) strengths. Concrete breakout must be checked separately.
| anchor id | Fu ksi (ksi) | Nsa kips (kips) | Vsa kips (kips) | anchor area in2 (in2) | anchor type | concrete fc psi (psi) | embedment depth in (in) | min embedment std in | min spacing in (in) | nominal diameter in (in) | standard | steel grade |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| PIA-0.75-A193-B7-5.625 | 125 | 56.3 | 33.8 | 0.442 | post-installed-adhesive | 3,000 | 5.625 | 5.625 | 4.5 | 0.75 | ACI 318-19 Ch.17 | A193-B7 |
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