A307 Anchor Bolt ((full)) [UPDATED]
| Prohibited or Dangerous Application | Reason | | :--- | :--- | | in seismic zones (D, E, F) | Lack of guaranteed strain-hardening capacity and impact toughness. | | High-tension bracing connections (e.g., tension-only braced frames) | Steel tensile failure may occur before concrete breakout, leading to brittle collapse. | | Epoxy-grouted or adhesive anchors under sustained tension | A307 bolts have no surface treatment spec; smooth surface reduces bond strength. Adhesive manufacturers often require F1554. | | Shear lugs with tension (combined loading >20% of capacity) | Low shear strength relative to higher-grade bolts. | | Post-installed anchors in overhead life-safety applications | IBC prohibits unless specifically tested per ACI 355.2. A307 rarely qualifies. |
Note: Unlike F1554, A307 does not mandate a specific yield strength; instead, it relies on tensile strength and bend tests. However, the base material (A36) ensures a yield floor of 36 ksi. a307 anchor bolt
| Error | Correction | | :--- | :--- | | Specifying "A307 anchor bolt" without grade | Write: ASTM A307, Grade A, low-carbon steel, plain finish, 36 ksi min yield, 60 ksi min tensile. | | Using A307 in epoxy anchors | Specify F1554 Grade 36 or 55 for adhesive anchoring. | | Omitting bend radius for L-bolts | Minimum inside bend radius = 2 × bolt diameter. | | No corrosion allowance | Add: Hot-dip galvanize per ASTM A153, unless noted otherwise. | | Prohibited or Dangerous Application | Reason |