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Anchor Bolt Design: CIP-0.625-F1554-36-4.375
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 | bearing area in2 (in2) | concrete fc psi (psi) | embedment depth in (in) | min edge distance in (in) | min embedment std in | min spacing in (in) | nominal diameter in (in) | standard | steel grade |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CIP-0.625-F1554-36-4.375 | 58 | 24.6 | 14.8 | 0.307 | cast-in-headed-bolt | 0.44 | 3,000 | 4.375 | 3.75 | 4.375 | 3.75 | 0.625 | ACI 318-19 Ch.17; ASDIP Anchor Design | F1554-36 |
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