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ASTM A490 Specification Covered Quenched and Tempered, Alloy Steel, Heavy Hex Structural Bolts

ASTM A490 Specification Covered Quenched and Tempered, Alloy Steel, Heavy Hex Structural Bolts

Basic Info.Model NO.A490MaterialHigh Strength SteelTypeHexagon HeadConnectionCommon BoltHead StyleHexagonalStandardANSIGrade10.9ApplicationMachinery, Chemical Industry, Environmental, BuildingFinishBlackThreadASTM A490ToleranceASTM A490Mechanical PropertiesASTM A490TrademarkQBHTransport Package25kg/......Keywords:ASTM A490 Specification Covered Quenched and Tempered, Alloy Steel, Heavy Hex Structural Bolts, Heavy Hex Bolt, ASTM A490

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Product Description

Basic Info.

Model NO.
Material
High Strength Steel
Type
Hexagon Head
Connection
Head Style
Standard
Grade
10.9
Application
Machinery, Chemical Industry, Environmental, Building
Finish
Thread
ASTM A490
Tolerance
ASTM A490
Mechanical Properties
ASTM A490
Trademark
QBH
Transport Package
25kg/CTN on Pallet by Sea
Specification
1/2 to 1-1/2
Origin
China
HS Code
7318151090

Product Description

Prior to its withdrawl in 2016, the ASTM A490 specification covered quenched and tempered, alloy steel, heavy hex  structural bolts from 1/2″ diameter through 1-1/2″ diameter with a minimum 150 ksi tensile. These bolts are intended for use in structural connections and therefore have shorter thread lengths than standard hex bolts. Refer to the Structural Bolts page of our site for thread lengths and other related dimensions. A490 bolts are similar in application and dimensions to A325 heavy hex structural bolts but are made from an alloy steel rather than a medium carbon steel, resulting in a higher strength fastener. The A490 specification is applicable to heavy hex structural bolts only. For bolts with different thread lengths than specified for structural bolts but with similar mechanical properties, see Specification A354 grade BD. ASTM A490 bolts shall not be coated by hot-dip galvanizing, mechanical deposition, or electroplating with zinc due to the potential risk of hydrogen embrittlement. ASTM has approved coating A490 bolts with Zinc/Aluminum Corrosion Protective Coatings per ASTM F1136 Grade 3, commercially called Geomet. Additional testing in the form of Magnetic Particle Inspection for Longitudinal Discontinuities and Transverse Cracks is a requirement of the A490 specification.

 

A490 Types

 TYPE 1Medium carbon and alloy steel.
 TYPE 2Withdrawn in 2002.
 TYPE 3Weathering steel.
  
MMetric A490.

A490 Connection Types

SCSlip critical connection.
NBearing type connection with threads included in the shear plane.
XBearing type connection with threads excluded from the shear plane.
 

A490 Mechanical Properties

SizeTensile, ksiYield, ksiElong. %, minRA %, min
1/2 - 1-1/2150-1731301440



A490 Chemical Properties

Type 1 Bolts
ElementSizes 1/2 to 1-3/8Size 1-1/2
Carbon, max0.30 - 0.48%0.35 - 0.53%
Phosphorus, max0.040%0.040%
Sulfur, max0.040%0.040%
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, 1.65%, silicon, 0.60%, copper, 0.60%, 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 3.99%, cobalt, columbium, molybdenum, nickel, titanium, tungsten, vanadium, zirconium or any other alloying elements added to obtain a desired alloying effect.
Type 3 Bolts
ElementSizes 1/2 to 3/4Size above 3/4
Carbon0.20 - 0.53%0.30 - 0.53%
Manganese, min0.40%0.40%
Phosphorus, max0.035%0.035%
Sulfur, max0.040%0.040%
Copper0.20 - 0.60%0.20 - 0.60%
Chromium, min0.45%0.45%
Nickel, min0.20%0.20%
or  
Molybdenum, min0.15%0.15%

A490 Recommended Hardware

NutsWashers
Type 1Type 3Type 1Type 3
A563DHA563DH3F436-1F436-3
Note: Nuts conforming to A194 Grade 2H are a suitable substitute for use with A490 heavy hex structural bolts. Follow the link for an ASTM A563 Nut Compatibility Chart.



 

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