Anchor Bolt Design: CIP-1.25-F1554-55-10.0 to PIW-0.5-A36-carbon-2.25
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) | notes | steel grade |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CIP-1.25-F1554-55-10.0 | 92 | 134.8 | 80.9 | 1.227 | cast-in-headed-bolt | 1.963 | 3,000 | 10 | 7.5 | 7.5 | 7.5 | 1.25 | F1554 Grade 55 | F1554-55 |
| CIP-1.5-F1554-55-12.0 | 92 | 194.4 | 116.6 | 1.767 | cast-in-headed-bolt | 2.761 | 3,000 | 12 | 9 | 9 | 9 | 1.5 | F1554 Grade 55 | F1554-55 |
| CIP-0.75-F1554-105-4.5 | 125 | 73.4 | 44 | 0.442 | cast-in-headed-bolt | 0.637 | 3,000 | 4.5 | 4.5 | 4.5 | 4.5 | 0.75 | F1554 Grade 105 high strength anchor rod | F1554-105 |
| CIP-1.0-F1554-105-6.0 | 125 | 130.5 | 78.3 | 0.785 | cast-in-headed-bolt | 1.204 | 3,000 | 6 | 6 | 6 | 6 | 1 | F1554 Grade 105; note ductility provisions may require limit | F1554-105 |
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