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Anchor Bolt Design: PIW-1.25-A36-carbon-5.5
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| PIW-1.25-A36-carbon-5.5 | 58 | 64.4 | 38.7 | 1.227 | post-installed-wedge | 3,000 | 5.5 | 5.5 | 6.25 | 1.25 | ACI 318-19 Ch.17 | A36-carbon |
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