Anchor Bolt Design: CIP-1.125-F1554-36-6.75 to CIP-1.0-F1554-55-8.0
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 | 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) | steel grade |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CIP-1.125-F1554-36-6.75 | 58 | 79.5 | 47.7 | 0.994 | cast-in-headed-bolt | 1.554 | 3,000 | 6.75 | 6.75 | 6.75 | 6.75 | 1.125 | F1554-36 |
| CIP-1.25-F1554-36-7.5 | 58 | 98.2 | 58.9 | 1.227 | cast-in-headed-bolt | 1.963 | 3,000 | 7.5 | 7.5 | 7.5 | 7.5 | 1.25 | F1554-36 |
| CIP-1.5-F1554-36-9.0 | 58 | 141.4 | 84.8 | 1.767 | cast-in-headed-bolt | 2.761 | 3,000 | 9 | 9 | 9 | 9 | 1.5 | F1554-36 |
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