A307 Anchor Bolt Exclusive -

A307 anchor bolts are ideal for where ductility and economy are priorities, but ultra-high strength is not required.

The anchor bolt is a critical load-transfer component in structural engineering, connecting structural elements to concrete foundations. Among the various grades available, the bolt (specifically Grade A) occupies a unique and often misunderstood niche. While higher-strength bolts (e.g., F1554 Grade 55 or 105, A325, A490) are common for moment-resisting and high-tension applications, A307 remains the standard for low-strength, ductile, and cost-effective anchorage. This paper defines the material properties, appropriate applications, critical limitations, and inspection criteria for A307 anchor bolts in accordance with IBC, ACI 318, and OSHA standards. a307 anchor bolt

A307 bolts are unless specified. For anchor bolts, corrosion is a frequent failure mode. A307 anchor bolts are ideal for where ductility

| Property | Value | | :--- | :--- | | | 60 ksi (414 MPa) minimum | | Yield Strength | 36 ksi (248 MPa) minimum (typical, not mandatory by ASTM but implied by material) | | Elongation | 18% minimum (in 8 in.) – High ductility | | Hardness | Brinell 100–241 | | Threads | UNC series (Class 1A or 2A) | | Material | Low-carbon steel (e.g., A36, 1018) | While higher-strength bolts (e

Using AISC 360 and ACI 318-19, the nominal steel strength of an A307 anchor bolt in tension is:

| 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 |

| 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. |