| General cast-in structural anchorage | ASTM F1554 | Grade 36 | 36 ksi (250 MPa) | 58 ksi (400 MPa) | Carbon-steel anchor rod; use compatible nuts and washers. | Suitable where design forces are moderate and the specified embedment, edge distance, and concrete strength can be achieved. |
| Higher-strength structural anchorage | ASTM F1554 | Grade 55 | 55 ksi (380 MPa) | 75 ksi (520 MPa) | Higher-strength carbon-steel anchor rod; verify welding requirements separately. | Useful when a higher tensile or shear capacity is needed without automatically moving to the highest-strength grade. |
| High-load structural anchorage | ASTM F1554 | Grade 105 | 105 ksi (724 MPa) | 125 ksi (862 MPa) | High-strength alloy-steel anchor rod with controlled installation procedures. | Requires careful review of concrete breakout, pullout, pryout, steel failure, installation tolerances, and tightening procedures. |
| Projects designed to metric fastener property classes | ISO 898-1 | Property Class 8.8 | 640 MPa | 800 MPa | Metric high-strength steel fastener or rod, provided the complete anchorage system is designed for it. | Do not substitute directly for an ASTM anchor rod; confirm thread form, nut compatibility, ductility, testing, and the governing concrete-design standard. |
| Very high-strength metric anchorage | ISO 898-1 | Property Class 10.9 | 900 MPa | 1,000 MPa | High-strength alloy steel with suitable corrosion protection and controlled tightening. | Use only when the structural design permits the reduced ductility and the entire steel-to-concrete load path has been checked. |
| Exterior or persistently damp site | Project corrosion specification; coating requirements may reference ASTM F2329 | Specified carbon or alloy steel grade with hot-dip galvanized protection | Depends on selected grade | Depends on selected grade | Hot-dip galvanizing, compatible galvanized nuts and washers, and sealed interfaces where required. | Check coating compatibility, drainage, trapped water, damaged areas after handling, and any required oversize tapping allowance for galvanized threads. |
| Marine, de-icing salt, or chloride exposure | Project durability specification; concrete design may reference EN 1992-4 or ACI 318 provisions | Corrosion-resistant stainless or specially protected steel system, subject to design approval | Depends on selected material | Depends on selected material | Select the complete bolt, nut, washer, and plate assembly for the exposure class; avoid mixing metals without a galvanic-corrosion review. | Evaluate chloride concentration, crevice corrosion, galvanic effects, concrete cracking, water runoff, and long-term inspection access. |
| Seismic or cyclic loading | Applicable structural code; concrete anchorage provisions such as ACI 318 or EN 1992-4 | Ductile anchor system with documented qualification | Project-specific | Project-specific | Prefer a system with verified ductility and suitable performance under repeated loading. | Check cracked-concrete behavior, anchor-group interaction, cyclic strength, edge distance, reinforcement detailing, and installation inspection. |
| High-temperature service | Project fire, process, or thermal design specification | Temperature-qualified steel grade and connection assembly | Temperature-dependent | Temperature-dependent | Use material properties at the design temperature rather than room-temperature values alone. | Assess strength reduction, thermal expansion mismatch, concrete spalling, fire protection, and loss of preload where applicable. |
| Tight construction tolerances or congested reinforcement | Project structural drawings and applicable concrete execution standard | Any approved grade with a coordinated layout | As designed | As designed | Use templates, sleeves, oversized holes where permitted, and coordinated reinforcement detailing. | Confirm bolt projection, embedment, bolt spacing, edge distance, installation sequence, survey requirements, and accessibility for tightening. |