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Anchor Bolt Design: PIA-0.5-A193-B7-4.0
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-0.5-A193-B7-4.0 | 125 | 25 | 15 | 0.196 | post-installed-adhesive | 3,000 | 4 | 4 | 3 | 0.5 | ACI 318-19 Ch.17; Hilti RE-500 V3 ESR-3814 | A193-B7 |
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