ASTM F1544 is a standard material specification for straight, bent, headed, headless anchor bolts and all-thread anchor rods, made of carbon, medium carbon boron, alloy, or high-strength low alloy steel. ASTM F1554 covers anchors bolts in grade 36, 55 and 105, each designated with minimum ksi strength value. These anchors bolts or anchor rods are intended for anchoring structural supports to concrete foundations. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications.
Supplementary requirements are included to provide for grade 55 weldable steel, permanent manufacturers and grade identification marking, and impact properties for grade 55 and 105.
Type | Descriptions | Tensile Strength, ksi (MPa) | Yield Strength, min, ksi (MPa) | Diameter, Range, Inch. |
---|---|---|---|---|
Grade 36 | Low carbon, 36 ksi yield steel anchor bolts | 58 - 80 (400 - 558) | 36 (248) | 1/2 - 4 |
Grade 55 | High strength, low alloy, 55 ksi yield steel anchor bolts | 75 - 95 (517 - 665) | 55 (380) | 1/2 - 4 |
Grade 105 | Alloy, heat treated, high strength 105 ksi yield steel anchor bolts | 125 - 150 (862 - 1034) | 105 (724) | 1/2 - 3 |
Element |
Composition, % | |||
---|---|---|---|---|
Grade 36 | Grades 55 and 105 | |||
Diameter up-to 3/4" Inclusive | Over 7/8" to 4" Inclusive | All Diameters | ||
Carbon, max |
Heat | 0.25 | 0.25 | - |
Product | 0.28 | 0.28 | - | |
Manganese |
Heat | - | 0.60 - 0.90 | - |
Product | - | 0.54 - 0.98 | - | |
Phosphorus, max |
Heat | 0.04 | 0.04 | 0.04 |
Product | 0.05 | 0.05 | 0.048 | |
Sulfur, max |
Heat | 0.05 | 0.05 | 0.05 |
Product | 0.06 | 0.06 | 0.058 | |
Copper, min (when specified) |
Heat | 0.20 | 0.20 | 0.20 |
Product | 0.18 | 0.18 | 0.18 |
Property | Grade 36 | Grade 55 | Grade 105 |
---|---|---|---|
Tensile Strength, ksi | 58 - 80 | 75 - 95 | 125 - 150 |
Yield Strength, min, ksi (0.2% Offset) | 36 | 55 | 105 |
Elongation in 8 inch, min, % [Note A] | 20 | 18 | 12 |
Elongation in 2 inch, min, % [Note A] | 23 | 21 | 15 |
Reduction of Area, min, % | 40 | 30 | 45 |
Elongation in 8 Inch applies to bars. Elongation in 2 inch applies to machined specimens.
Anchor Bolt |
Recommended A563 Nuts | ||||
---|---|---|---|---|---|
Plain Finish | Hot-Dip or Mechanical Zinc Coated | ||||
Bolt Grade | Diameter, Inch | Grade | Style | Grade | Style |
Grade 36 | 1/2 - 1 1/2 | A | Hex | A | Hex |
Over 1-1/2 | A | Heavy Hex | A | Heavy Hex | |
Grade 55 | 1/2 - 1 1/2 | A | Hex | A | Heavy Hex |
Over 1-1/2 - 4 | A | Heavy Hex | A | Heavy Hex | |
Grade 105 | All | DH | Heavy Hex | DH | Heavy Hex |