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The
ASTM A**0 specification covers quenched and tempered, alloy steel,
heavy hex structural bolts from 1/2" diameter through **1/2"
diameter with a minimum **0 ksi tensile. These bolts are intended
for use in structural connections and therefore have shorter thread
lengths than standard hex bolts. A**0 bolts are similar in
application and dimensions to A**5 heavy hex structural bolts but
are made from an alloy steel rather than medium carbon steel,
resulting in a higher strength fastener.
Specification of Heavy Hex Structural Bolt:
1. Types: 1, 2, 3, T, M
2. Connection types: SC, N, X
3. Minimum order quantity: *0, **0 pieces
4. Grade: ASTM A**5, ASTM A**0
Specification of ASTM A**5 Heavy Hex Structural
Bolt:
1.
Types:
| TYPE 1 | Medium carbon, carbon boron, or medium carbon alloy steel. |
| TYPE 2 | Withdrawn November ***1. |
| TYPE 3 | Weathering steel. |
| T | Fully threaded A**5. (Restricted to 4 times the diameter in length) |
| M | Metric A**5. |
| SC | Slip critical connection. |
| N | Bearing type connection with threads included in the shear plane. |
| X | Bearing-type connection with threads excluded from the shear plane. |
| Type 1 Bolts | ||||
| Element | Carbon Steel | Carbon Boron Steel | Alloy Steel | Alloy Boron Steel |
| Carbon | 0.*0 - 0.*2% | 0.*0 - 0.*2% | 0.*0 - 0.*2% | 0.*0 - 0.*2% |
| Manganese, min | 0.*0% | 0.*0% | 0.*0% | 0.*0% |
| Phosphorus, max | 0.**0% | 0.**0% | 0.**5% | 0.**5% |
| Sulfur, max | 0.**0% | 0.**0% | 0.**0% | 0.**0% |
| Silicon | 0.***0.*0% | 0.*0 - 0.*0% | 0.*5 - 0.*5% | 0.*5 - 0.*5% |
| Boron | 0.***5 - 0.**3% | 0.***5 - 0.**3% | ||
| Alloying Elements | * | * | ||
| * Steel, as defined by the American Iron and Steel Institute, shall be considered to be alloy when the maximum range given for the content of alloying elements exceeds one of more of the following limits: Manganese, 1.*5%, silicon, 0.*0%, copper, 0.*0%, or in which a definite range or a minimum quantity of any of the following elements is specified or required within the limits of the recognized field of constructional alloy steels: aluminum, chromium up to 3.*9%, cobalt, columbium, molybdenum, nickel, titanium, tungsten, vanadium, zirconium or any other alloying elements added to obtain a desired alloying effect. | ||||
| Type 3 Bolts, Class * | ||||||
| Element | A | B | C | D | E | F |
| Carbon | 0.*3 - 0.*0% | 0.*8 - 0.*8% | 0.*5 - 0.*5% | 0.*5 - 0.*5% | 0.*0 - 0.*5% | 0.*0 - 0.*5% |
| Manganese | 0.*0 - 1.*0% | 0.*0 - 0.*0% | 0.*0 - 1.*5% | 0.*0 - 1.*0% | 0.*0 - 1.*0% | 0.*0 - 1.*0% |
| Phosphorus | 0.**5% max | 0.*6 - 0.*2% | 0.**5% max | 0.**5% max | 0.**5% | 0.**5% |
| Sulfur, max | 0.**0% | 0.**0% | 0.**0% | 0.**0% | 0.**0% | 0.**0% |
| Silicon | 0.*5 - 0.*5% | 0.*0 - 0.*0% | 0.*5 - 0.*5% | 0.*5 - 0.*0% | 0.*5 - 0.*5% | 0.*5 - 0.*5% |
| Copper | 0.*5 - 0.*5% | 0.*0 - 0.*0% | 0.*0 - 0.*0% | 0.*0 - 0.*0% | 0.*0 - 0.*0% | 0.*0 - 0.*0% |
| Nickel | 0.*5 - 0.*5% | 0.*0 - 0.*0% | 0.*5 - 0.*0% | 0.*0 - 0.*0% | 0.*0 - 0.*0% | 0.*0 - 0.*0% |
| Chromium | 0.*5 - 0.*5% | 0.*0 - 0.*5% | 0.*0 - 0.*0% | 0.*0 - 1.*0% | 0.*0 - 0.*0% | 0.*5 - 0.*5% |
| Vanadium | 0.**0% min | |||||
| Molybdenum | 0.*6% max | 0.*0% max | ||||
| Titanium | 0.*5% max | |||||
| * Selection of a class shall be at the option of the manufacturer | ||||||
| Nuts | Washers | |||
| Type 1 | Type 3 | Type 1 | Type 3 | |
| Plain | Galvanized | Plain | ||
| F****1 | F****3 | |||
| Note: Nuts conforming to A**4 Grade 2H are a suitable substitute for use with A**5heavy hex structural bolts. The ASTM A**3 Nut Compatibility Chart has a complete list of specifications. | ||||
| TYPE 1 | Medium carbon and alloy steel. |
| TYPE 2 | Withdrawn in ***2. |
| TYPE 3 | Weathering steel. |
| M | Metric A**0. |
| SC | Slip critical connection. |
| N | Bearing type connection with threads included in the shear plane. |
| X | Bearing type connection with threads excluded from the shear plane. |
| Size | Tensile, ksi | Yield, ksi | Elong. %, min | RA %, min |
| 1/2 - **1/2 | ******3 | **0 | *4 | *0 |
| Type 1 Bolts | ||
| Element | Sizes 1/2 to **3/8 | Size **1/2 |
| Carbon, max | 0.*0 - 0.*8% | 0.*5 - 0.*3% |
| Phosphorus, max | 0.**0% | 0.**0% |
| Sulfur, max | 0.**0% | 0.**0% |
| Alloying Elements | * | * |
| * Steel, as defined by the American Iron and Steel Institute, shall be considered to be alloy when the maximum range given for the content of alloying elements exceeds one of more of the following limits: Manganese, 1.*5%, silicon, 0.*0%, copper, 0.*0%, or in which a definite range or a minimum quantity of any of the following elements is specified or required within the limits of the recognized field of constructional alloy steels: aluminum, chromium up to 3.*9%, cobalt, columbium, molybdenum, nickel, titanium, tungsten, vanadium, zirconium or any other alloying elements added to obtain a desired alloying effect. | ||
| Type 3 Bolts | ||
| Element | Sizes 1/2 to 3/4 | Size above 3/4 |
| Carbon | 0.*0 - 0.*3% | 0.*0 - 0.*3% |
| Manganese, min | 0.*0% | 0.*0% |
| Phosphorus, max | 0.**5% | 0.**5% |
| Sulfur, max | 0.**0% | 0.**0% |
| Copper | 0.*0 - 0.*0% | 0.*0 - 0.*0% |
| Chromium, min | 0.*5% | 0.*5% |
| Nickel, min | 0.*0% | 0.*0% |
| or | ||
| Molybdenum, min | 0.*5% | 0.*5% |
| Nuts | Washers | ||
| Type 1 | Type 3 | Type 1 | Type 3 |
| A**3DH | A**3DH3 | F****1 | F****3 |
| País: | China |
| N º de Modelo: | NO. 10.67318.1500 |
| Precio FOB: | Obtener el precio más reciente |
| Lugar de origen: | - |
| Precio de pedido mínimo: | - |
| Cantidad de pedido mínimo: | - |
| Detalle de embalaje: | - |
| El tiempo de entrega: | - |
| Capacidad de suministro: | - |
| Tipo de pago: | - |
| Grupo de productos : | Bolts |
