| Environment | Required Protection | | :--- | :--- | | | As-rolled (plain) acceptable | | Exterior, moderate | Hot-dip galvanized per ASTM A153 (minimum 2.0 oz/ft²) | | Coastal/marine | Stainless steel (Type 304 or 316) – A307 spec does not apply; use F1554 | | Embedded in concrete | No coating required (alkaline passivation) – but cutoff must be above ground |
A307 bolts are unless specified. For anchor bolts, corrosion is a frequent failure mode. a307 anchor bolt
Performance, Limitations, and Specification of ASTM A307 Anchor Bolts in Structural Applications | Environment | Required Protection | | :---
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. However, the base material (A36) ensures a yield
[ \phi R_n = \phi \cdot F_nt \cdot A_b ]
The ASTM A307 anchor bolt is not a “lesser” product—it is an product for specific roles. Its high ductility (18% elongation) exceeds that of higher-strength bolts, making it valuable for connections requiring plastic deformation without fracture. However, engineers must resist the temptation to “upgrade” to A307 for simplicity. For seismic, high-tension, or cyclic loading, F1554 Grade 55 or Grade 105 is required. When used correctly—embedded in concrete for light structural or non-structural anchorage—the A307 bolt provides safe, reliable, and economical service for decades.
Using AISC 360 and ACI 318-19, the nominal steel strength of an A307 anchor bolt in tension is: