Database of properties for steel and alloy materials worldwide.

 
Showing posts with label Bolt Material. Show all posts
Showing posts with label Bolt Material. Show all posts

What is ASTM SA 193 grade B16?

What is SA 193 B16?

SA 193 B16 is a specification for high-temperature bolting materials, specifically alloy steel bolting materials, published by the American Society of Mechanical Engineers (ASME).

SA 193 B16 is made from chromium-molybdenum-vanadium alloy steel and is commonly used in applications that require high strength and resistance to corrosion, oxidation, and high temperatures.

SA 193 B16 stud bolts are often used in industries such as oil and gas, petrochemical, and power generation. They are used in applications such as pipeline flanges, valve bodies, pressure vessels, boilers, turbines, heat exchangers, reactors, and compressors.

The ASTM A193 specification, which SA 193 B16 is a part of, outlines the chemical composition, mechanical properties, and testing requirements for high-temperature bolting materials. This helps to ensure that the materials used in critical applications meet a certain level of quality and reliability.

SA 193 B16 mechanical properties, chemical composition, applications

SA 193 B16 is a chromium-molybdenum-vanadium alloy steel used in high-temperature and high-pressure applications such as pressure vessels, boilers, and flanges. The following are the mechanical properties and chemical composition of SA 193 B16:

Mechanical Properties:

  • Tensile strength: 125 ksi (860 MPa) minimum
  • Yield strength: 105 ksi (720 MPa) minimum
  • Elongation: 16% minimum
  • Reduction of area: 50% minimum
  • Hardness: 35 HRC maximum

Chemical Composition:

  • Carbon: 0.36% - 0.47%
  • Manganese: 0.45% - 0.70%
  • Phosphorus: 0.035% maximum
  • Sulfur: 0.040% maximum
  • Silicon: 0.15% - 0.35%
  • Chromium: 0.80% - 1.15%
  • Molybdenum: 0.15% - 0.25%
  • Vanadium: 0.10% - 0.20%

Temperature Range

ASTM a193 grade b16 bolt temperature range is between -20ºF (-30ºC) to +1100ºF (+593ºC).

Thermal Expansion Coefficient

Co-efficient of thermal expansion for ASTM a193 grade b16 bolting is approximately 7.5 x 10^6.

Applications: SA 193 B16 stud bolts are commonly used in industries such as oil and gas, petrochemical, and power generation. They are used in applications that require high strength and resistance to corrosion, oxidation, and high temperatures. Some common applications of SA 193 B16 include:

  • Pipeline flanges
  • Valve bodies
  • Pressure vessels
  • Boilers
  • Turbines
  • Heat exchangers
  • Reactors
  • Compressors

It is important to ensure that any SA 193 B16 stud bolts being used meet the ASTM A193 specification and are installed and tightened according to the manufacturer's recommended torque specifications to ensure their performance and reliability.

 

ASTM A449: Headed bolts, Rods, and Anchor bolts

Scope

ASTM A449 covers headed bolts, rods, and anchor bolts in diameters ranging from 1/4" through 3" inclusive. It is a medium strength bolt manufactured from a medium carbon or alloy steel that develops its mechanical values through a heat treating process. It is intended for general engineering applications.ASTM A449 is virtually identical in chemistry and strength to ASTM A325 and SAE J429 grade 5. However, A449 is more flexible in the sense that it covers a larger diameter range and is not restricted by a specific configuration.

TYPES

TYPE 1 Plain carbon steel, carbon boron steel, alloy steel, or alloy boron steel.
TYPE 2 Withdrawn 2003
TYPE 3 Weathering steel.

MECHANICAL PROPERTIES

Size Tensile, ksi Yield, ksi Elong. %, min RA %, min
1/4 - 1 120 min 92 min 14 35
1-1/8 - 1-1/2 105 min 81 min 14 35
1-5/8 - 3 90 min 58 min 14 35

RECOMMENDED NUTS and WASHERS

Nuts Washers
Plain Galvanized
1/4 - 1-1/2 1-5/8 - 3 1/4 - 3
A563B Hex A563A Heavy Hex A563DH Heavy Hex F436
Note: Nuts of other grades having proof load stresses greater than the specified grade are suitable. The ASTM A563 Nut Compatibility Chart has a complete list of specifications. 


Source: portlandbolt.com

Anchor Bolts Types


Anchor bolts are used to attach structures and fixtures to masonry. Light posts, bridge railings and hand rails are examples of items requiring anchor bolts to attach them securely to concrete slabs or floors. In addition, walls and stairs are permanently fastened to concrete slabs and other walls during construction, using various sizes of anchor bolts. Most anchor bolts are a minimum of 1/2-inch in diameter in order to provide adequate tensile strength.

J- and L-hook Bolts

  • J- and L-hook anchor bolts have a bend at one end to grab onto the concrete or masonry structure. These type of anchor bolts are normally cast-in-place---meaning they are inserted into the concrete as soon as it is poured. The concrete cures, and securing retains the bolts in place.

Headed Bolts

  • Headed bolts are also cast-in-place anchors. A large head at one end of the bolt holds the anchor bolt in place withing the concrete. The bolts are set in place into wet concrete. The threaded portion of the anchor bolt extends above the surface of the concrete for attaching a washer and nut.

Wedge Bolts

  • For installation in existing concrete or masonry, wedge-type anchor bolts are used. A hole drilled into the concrete holds the wedge anchor bolt in position. A nut and flat-washer threads onto the opposite end of the bolt. As the nut is tightened, the wedge anchor pulls toward the nut, causing the wedge to spread inside the concrete hole and firmly set itself into place.

Source: ehow.com

ASTM A490 Specification: quenched and tempered, alloy steel, heavy hex structural bolts

Scope

The ASTM A490 specification covers quenched and tempered, alloy steel, heavy hex structural bolts from ½” diameter through 1½” 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 or other metallic coatings due to the potential risk of hydrogen embrittlement.
Additional testing in the form of Magnetic Particle Inspection for Longitudinal Discontinuities and Transverse Cracks is a requirement of the A490 specification.

Types

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

Connection Types

 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.

Mechanical Properties

Size     Tensile, ksi   Yield, ksi     Elong. %, min       RA %, min
1/2 - 1-1/2    150-173    130      14         40

Recommended Nuts and Washers

Nuts Washers
Type 1 Type 3 Type 1 Type 3
A563DH  A563DH3 F436-1 F436-3
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.

Notes

  1. The bolts shall not be coated by hot-dip zinc coating, mechanical deposition, or electroplating with zinc or other metallic coatings due to the potential for hydrogen embrittlement. Read more about issues with galvanizing ASTM A490.
  2. Each sample representative of the lot shall be magnetic particle inspected for longitudinal discontinuities and transverse cracks.

Source: www.portlandbolt.com

ASTM F1554 Grade 36, 55, 105: Nuts and Washers

Scope

The ASTM F1554 specification was introduced in 1994 and covers anchor bolts designed to anchor structural supports to concrete foundations. F1554 anchor bolts can take the form of either headed bolts, straight rods, or bent anchor bolts. The three grades 36, 55, and 105 designate the minimum yield strength (ksi) of the anchor bolt. The bolts can be either cut or roll threaded and a weldable grade 55 can be substituted for grade 36 at the supplier’s option. Color coding on the end - 36 blue, 55 yellow, and 105 red – helps facilitate easy identification in the field. Permanent manufacturer and grade marking is allowed under the S2 supplementary requirements.
Applications for F1554 anchor bolts include columns in structural steel framed buildings, traffic signal and street lighting poles, and overhead highway sign structures to name just a few.

Grades

F1554 Grade 36 Low carbon, 36 ksi yield steel anchor bolts
F1554 Grade 55 High strength, low alloy, 55 ksi yield steel anchor bolts
F1554 Grade 105 Alloy, heat treated, high strength 105 ksi yield steel anchor bolts

Mechanical Properties

Grade Marking Size inches Tensile, ksi Yield, ksi min Yield, MPa min Elong. % min RA % min
36 F1554 Grade 36 14 - 4 58 - 80 36 248 23 40
55 F1554 Grade 55 14 - 2 75 - 95 55 380 21 30
214 - 212 75 - 95 55 380 21 22
234 - 3 75 - 95 55 380 21 20
314 - 4 75 - 95 55 380 21 18
105 F1554 Grade 105 14 - 3 125 - 150 105 724 15 45
  • Stamping of F1554 bolts with manufacturer's identification is a supplemental requirement (S2)
  • Color coding is required unless the grade is stamped in accordance with supplemental requirement (S3).
  • When Grade 36 is specified, a weldable Grade 55 may be furnished at the supplier's option.

Recommended Nuts and Washers

Grade Size inches Nuts Washer
Plain Galvanized
36 14 - 112 A563A Hex A563A Hex F436
134 - 4 A563A Heavy Hex A563A Heavy Hex F436
55 14 - 112 A563A Hex A563A Heavy Hex F436
134 - 4 A563A Heavy Hex A563A Heavy Hex F436
105 14 - 112 A563D Heavy Hex¹ A563DH Heavy Hex² F436
134 - 3 A563DH Heavy Hex² A563DH Heavy Hex² F436
  1. A563-D rarely available, A563DH or A194-2H substituted.
  2. Per ASTM A563, A194-2H may be substituted for A563-DH.

Source: portlandbolt.com

ASTM, SAE AND ISO GRADE MARKINGS AND MECHANICAL PROPERTIES FOR STEEL FASTENERS

ASTM, SAE AND ISO GRADE MARKINGS AND MECHANICAL PROPERTIES FOR STEEL FASTENERS
Examples:
Grade Mark: B7
Specification: ASTM A193 Grade B7
Fastener Description: Bolts, Screws, Studs
Material: AISI 4140, 4142, OR 4105
Nomial Size Range: 1/4 thru 2-1/2 Over 2-1/2 thru 4 Over 4 thru 7
Mechanical Properties

ASTM A194


Scope

The ASTM A194 specification covers carbon, alloy and stainless steel nuts intended for use in high-pressure and/or high-temperature service. Unless otherwise specified, the American National Standard Heavy Hex Series (ANSI B 18.2.2) shall be used. Nuts up to and including 1 inch nominal size shall be UNC Series Class  2B fit. Nuts over 1 inch nominal size shall be either UNC Series Class 2B fit or 8 UN Series Class 2B fit. High strength ASTM A194 grade 2H nuts are common in the marketplace and are often substituted for ASTM A563 grade DH nuts due to the limited availability of DH nuts in certain diameters and finishes.

Ask and Answer: Grade 55 Steel Properties




We have been asked to supply ASTM F1554 Grade 55 anchor bolts on a site we are working on and one of our suppliers supplied ASTM A108 Round Bar, a CF-1018 Round Bar as a substitute for these F1554 Grade. Will this material work based on the ASTM F1554 criteria?
Steel Racks
The problem with ASTM A108, 1018CF is that there are no mechanical requirements and typically the test reports that accompany this steel reflect the chemistry only and not the strength of the steel. Test reports will need to accompany this material that reflect all four of the values listed below, and these values will need to meet the requirements of the F1554 grade 55 specification. If the test reports do not reflect any or all of the required mechanical properties, a sample of the same heat of material will need to be tested by a laboratory to determine if the 1018 material meets all of the criteria.
ASTM F1554 grade 55 has the following mechanical requirements for diameters ¼” – 2”:
  • Minimum Yield: 55,000 psi
  • Tensile Strength: 75,000 psi – 95,000 psi
  • Minimum Elongation: 21%
  • Minimum Reduction of Area: 30%
We have found two resources that give theoretical values one could expect 1018 cold finished steel to meet but they are very different. The steel warehouse sources and theoretical values are listed below:
Steel Supplier Yield, min, ksi Tensile, ksi Elong %, min Reduction
of Area
Earl M Jorgensen 70 85 28% 55%
Pacific Machinery and Tool Steel 54 64 15% Not Reported
Based on theoretical values reported by Earl M Jorgensen, in theory 1018 CF should meet the requirements of F1554 grade 55, while the theoretical values reported by Pacific Machine and Tool Steel indicate that 1018 CF will not meet the mechanical requirements of F1554 grade 55. The only way to know with 100% certainty is to have the specific heat of steel tested for Yield Strength, Tensile Strength, Elongation, and Reduction of Area.
Our steel inventory includes material certified to meet all the requirements of grade 55. Most of this steel is supplied directly from North American steel mills and rolled specifically to meet the ASTM specifications.

ASTM Specifications for Bolt & Nut

ASTM A563 Nut Compatibility Chart

Download a print version
Grade of Bolt Surface Finish Nominal Size Inches A563 Grade and ANSI Nut Style
Recommended Suitable
Hex Heavy
Hex
Hex Heavy
Hex
Any ¼ to 1½
A
B,D,DH
A,B,C,D,DH,DH3
>1½ to 2
A
A
C,D,DH,DH3
>2 to 4
A
C,D,DH,DH3
Any ¼ to 1½
A
B,D,DH
A,B,C,D,DH,DH3
>1½ to 2
A
A
>2 to 4
A
Plain ½ - 1½
C
C3,D,DH,DH3
Galvanized ½ - 1½
DH
Plain ½ - 1½
C3
DH3
Plain ¼ to 1½
C
D,DH
C3,D,DH,DH3
>1½ to 4
C
C3,D,DH,DH3
Galvanized ¼ to 1½
DH
>1½ to 4
DH
Plain ¼ to 1½
DH
DH
D,DH,DH3
>1½ to 4
DH
DH3
Plain ¼ to 1½
B
D,DH
B,C,C3,D,DH,DH3
>1½ to 3
A
C,C3,D,DH,DH3
Galvanized ¼ to 1½
DH
D,DH
D
>1½ to 3
DH
D
Plain ½ - 1½
DH
DH3
Plain ½ - 1½
DH3
A687
Plain ⅝ - 3
D
DH,DH3
Galvanized ⅝ - 3
DH
Any ¼ to 1½
A
B,D,DH
A,B,C,D,DH,DH3
>1½ to 4
A
C,D,DH,DH3
Plain ¼ to 1½
A
B,D,DH
A,B,C,D,DH,DH3
>1½ to 4
A
C,D,DH,DH3
Galvanized ¼ to 4
A
C,D,DH,DH3
Plain ¼ to 1½
D
DH,DH3
>1½ to 3
DH
DH3
Galvanized ¼ to 3
DH
DH3

1. The availability of A563 grade DH nuts in nominal sizes 3/4" and larger is very limited and generally available only on special orders of 50,000 or more. For smaller quantities, ASTM A194 grade 2H should be considered.

ASTM A354

Scope

The ASTM A354 specification covers the chemical and mechanical requirements of quenched and tempered alloy steel bolts, studs, and other externally threaded fasteners 4" and under in diameter.

Two strength levels, grade BC and grade BD, are summarized in the chart below. This specification is unrestricted in its configuration and can be a headed bolt, bent bolt, or threaded rod.

Grades

A354 BC Lower in strength than grade BD.
A354 BD

A354 grade BD bolts are higher in strength than A354 grade BC and equal in strength to ASTM A490 bolts. Unlike ASTM A490 however, the A354 BD specification is unrestricted in its configuration. Since A490 bolts are heavy hex structural bolts and do not exceed 1-1/2" diameter, specification A354 BD should be considered for anchor bolts, threaded rods, other styles of headed bolts, and bolts larger than 1-1/2" diameter where similar mechanical properties are desired. A354 grade BD does not require a magnetic particle test as is required by the A490 specification.

Research conducted on bolts of similar material and manufacture indicates that hydrogen-stress cracking or stress cracking corrosion may occur on hot-dip galvanized Grade BD bolts. For more information about this subject, please see our FAQ that addresses galvanizing of high strength bolts.

Mechanical Properties

Grade Size Tensile, ksi, min Yield, ksi, min Elong %, min RA %, min
BC 1/4 - 2-1/2 125 109 16 50
2-5/8 - 4 115 99 16 45
BD 1/4 - 2-1/2 150 130 14 40
2-5/8 - 4 140 115 14 40

Recommended Nuts and Washers

Nuts Washers
Grade BC Grade BD
Plain Galvanized Plain
A563C Heavy Hex A563DH Heavy Hex A563DH Heavy Hex F436
* Nuts of other grades load stresses greater than the specified grade are suitable. Follow the link for an ASTM A563 Nut Compatibility Chart.

Bolt Glossary

AASHTO The American Association of State Highway and Transportation Officials oversees the advancement of transportation policies and standards for the industry.
anchor bolt A steel rod or bar with one end intended to be embedded in concrete and the other end threaded and projected for anchoring material to concrete. The end cast in concrete may be straight, bent hook, a forged head, or welded attachment to resist forces imposed on the anchor bolt.
annealing Describes the process of heating and cooling steel to soften hardness caused by manufacturing or previous heat treating.
ASTM American Society for Testing and Materials, is a leading standards development organization. Portland Bolt participates as a voting member on ASTM Committee F16 on Fasteners. This committee has jurisdiction on over 60 fastener standards.
average coating thickness This is determined as either the value obtained by analytical methods or the mean value of a specified number of local thickness measurements that are evenly distributed over the significant surface.
bar This describes carbon and alloy steel bar that is produced from hot rolled or cast billets with the cross sectional dimensions that have a relatively constant dimension.
bearing-type connection A bolted connection that assumes that shear forces are transmitted by the bolt bearing against the sides of the holes in the connected material. Often denote on drawings with an “X” (i.e. A325-X) which excludes threads from the shear plane or “N” (i.e. A325-N) which includes threads in the shear plane.
bend test This test is meant to determine the toughness or ductility of a fastener. It is usually performed by bending the fastener through its axis or on a round mandrel.
bolt A headed and externally threaded fastener designed to be assembled with a nut.
brinell hardness testing This is a common method of determining the hardness of metal products. A test is conducted by forcing a carbide ball indenter into the surface of the test specimen. The resulting indentation is measured and the brinell hardness number is calculated by using a formula that divides the test force by the indentation. Standards for this test are defined under ASTM E10.
cap screw A fastener manufactured by cold forming, with tighter dimensional tolerances than a hot forged bolt.
carbon steel A metal alloy that principle elements are carbon and iron. Contains other trace elements in undetectable amounts.
certification A procedure and action to verify in writing a process or material meets a set of applicable standards. This helps ensure consist products for both manufacturer and end users.
clamp load Also called initial load or preload, is created when tension is applied on a bolt and results in equal force and measures of the compression of two parts. It is commonly calculated as 75% of minimum proof load.
cold forming Processing material by forcing metal through various dies, below the recrystallization temperature. Most mass produced fasteners use this technique and require large production runs with long lead times.
compression load The load which tends to compress or shorten the member. The value for compressive strength may depend upon the degree of distortion.
corrosion resistance This describes the ability of a fastener to resist corrosion under specified conditions. Hot dip galvanizing is a cost effective way to provide a high level of corrosion protection for a variety of applications and environmental conditions.
cut thread A threading method produced by removing material from the surface with a form cutting tool.
destructive test A test to determine the mechanical properties of a material or the behavior of an item which results in the destruction of the sample or item.
distributor A person or organization who purchases fasteners for the purpose of reselling them. They will typically specialize in a certain industry and carry standard fasteners. A distributor may or may not alter the fasteners prior to resale.
ductility (externally threaded fasteners) The measure of a fastener's ability to deform prior to the point of fracturing. Machined test pieces are made to evaluate the metal's elongation and reduction of area. The lower the ratio of its specified minimum yield strength to its specified minimum tensile strength, the greater the fastener's ductility.
elongation Measures the change in length based on a percentage of the original size.
extensometer This device measures the linear deformation of a fastener to sense the elongation under tensile stress in a controlled test environment.
eye bolt A bolt having one end which is a closed or open ring with a threaded shank.
http://www.superstarindustry.com/images/eye_bolt_Lrg.jpg 
eye bolt

fastener A mechanical device that holds or joins two or more components in definite positions with respect to each other and is often described as a bolt, nut, rivet, screw, washer, or special formed part.
fastener identification marking A stamp, paint, or other permanent identifier that may include manufacturer information and applicable grade markings for certification purposes.
fastener manufacturer An organization that fabricates raw steel into a fastener meeting specified standards.
fastener quality A fastener's adherence to its specification for dimensional tolerances, mechanical properties, and other requirements stated under applicable standards.
fastener specification A precise statement of set requirements to be satisfied by a fastener, its material, or its processing. It also indicates the procedure used to determine whether the requirements given are satisfied. This would include specifications like ASTM A194, A449, F1554 and SAE Grade 2.
fastener standard A document which details the attributes of a finished fastener and includes such characteristics as geometry, material or chemistry, heat treatment, finish, testing lot size, and packaging. Examples would include organization like: Industrial Fastener Institute (IFI) and American National Standards Institute (ANSI).
fastener testing A determination or verification that the fastener meets its specification requirements.
forging The process of forming raw steel into specified shapes. Some examples of forged products would be hex bolts, clevises, and barrier pins.
http://www.1st-chainsupply.com/images/Attachments/misc/shackleCM.jpg
clevis
forging cracks This may occur during fastener manufacturing at the cutting or forging operations and are located on the top of the head or on the raised periphery of indented head bolts.
galling This can happen when a stainless steel fastener is tightened, the thin oxide layer on the surface of the steel may scrape off resulting in the nut and washer welding together. When disassembled, the welded material may be torn and pitted.
gimlet point A term that describes a cone point that is threaded completely along the 45 to 50 degree point and is commonly found on lag screws.
grade identification symbols Permanent markings denoting the specification used to manufacture a fastener. This would indicate the appropriate material, mechanical properties and other criteria used to produce the bolt.
heat analysis A chemical analysis of a given heat by the producer, which determines the percentages of its elements.
heat resistance This describes the extent to which a bolt retains specified properties as measured by exposure of the material to a certain temperature and environment for a specified time.
hex bolt This refers to a bolt made to ANSI B18.2.1 and has different tolerances than hex cap screw.
high strength bolts A term which is used commercially to denote ASTM A325 or A490 bolts which are primarily used in construction applications.
high temperature bolts Bolts specifically manufactured from high temperature alloys to maintain tensile loads at temperatures between 500°F and 1800°F. Refer to ASTM A193 for more information.
hot-dip galvanizing The process of the immersion of fasteners in a bath of molten zinc for a controlled time period to obtain specified coating weight or thickness. This is a cost effective method for creating highly corrosive resistant steel products.
hydrogen embrittlement The process by which high strength steel becomes brittle and fractures following absorption of hydrogen. There is a danger of this occurring when attempting to zinc coat high strength bolts (e.g. ASTM A490, ASTM A354 BD). This can occur during the acid washing process prior to galvanizing.
IFI The Industrial Fasteners Institute is the trade association of the North American fastener manufacturing industry. It is a strong supporter of fastener standards and partners ASTM, ASME, SAE and other organizations to develops specifications. The Inch Fastener Standards (2003) is leading reference guide for mechanical fasteners technical data.
machined specimen This is a test specimen machined from a full-size fastener to specific dimensions to standardize test results; often specified when a full-size fastener cannot be reasonably or practically tested. This test is used to determine elongation and reduction of area.
material test report A document verifying the raw material meets specified requirements and includes results of mechanical tests and chemical analyses.
mechanically galvanized Describes a coating technique of applying cold zinc powder to bolts by either cold welding or barrel finishing.
mechanical properties The fastener characteristics which relate to its reaction to applied loads; these properties may be those of the basic raw material or result from the manufacturing process.
nut An internally threaded product intended for use on external or male screw threads such as a bolt or a stud for the purpose of tightening or assembling two or more components.
passivation The process of forming an oxide film on the surface of stainless steel by chemical treatment to improve corrosion resistance of stainless steel fasteners. This process is usually done after the steel has been subjected to thermal treatment (i.e. hot forging).
pickle The process of removing surface oxides by chemical means.
plain Describes a fastener that is free of additional coatings or finishes like zinc, hot-dip galvanizing, or paint. Also referred to as "black."
proof load (externally threaded fastener) The tension applied load that a fastener must withstand without any indication of permanent deformation or failure. Proof load is typically calculated at 90-93% of the minimum yield strength.
proof load (internally threaded fastener) The axially-applied load using a bolt or threaded mandrel that must be supported by a nut without indication of thread stripping or failure.
proof stress load The proof stress is the amount of stress (on a stress -strain curve) where a material will exceed the elastic/plastic limit. In other words, it begins to get a permanent set on further stressing. The 0.2% is the offset from the normal stress/strain curve ( a line drawn parallel to the normal curve - offset 0.2% of strain).
quench The process during heat treatment of submerging steel in a liquid medium to rapidly cool it, typically in water or oil.
quench cracks Surface discontinuities in an irregular or erratic pattern on the surface of the fastener which may occur because of excessive thermal or transformation stresses during fastener heat treatment.
reduced diameter body A fastener having a body diameter not less than the minimum pitch diameter of its thread nor more than its minimum full body diameter.
reduction of area The difference between the original cross sectional area of a tensile test specimen and its minimum cross section after the test sample has fractured.
roll thread The threading method that uses dies to displace rather than remove material in order to create threads. Often used in conjunction with reduced diameter body.
rotational capacity test "rocap" A test in which a bolt is assembled in a steel joint or tension measuring device with a lubricated nut, and tightened to not less than 10% of the bolt proof load. After initial tightening, the nut is rotated through specified degrees of rotation, and torque values are obtained to assure proper performance.
SAE Society of Automotive Engineers specification's cover fasteners typically used in automotive, equipment, and machinery applications.
screw A mechanical fastener designed to thread by turning the head into a tapped hole or to form its own threads during installation.
shear strength A maximum load applied to a fastener’s axis that can be withstood prior to failure.
shear stress area An area perpendicular to the fastener axis which is based on the root diameter (minor diameter) of an externally threaded bolt or screw.
slip-critical connection The high-strength bolt clamps the connected parts in such a way that the shearing force is resisted by the friction between the parts, not by the shear on the body of the bolts. This is often denoted on drawings as “SC” (i.e. A325-SC).
stainless steel A steel which has as its primary alloying element, chromium ranging from 10% to 30%. Other alloying elements such as nickel and molybdenum may also be added.
strain hardening An increase in strength and hardness resulting from the cold working of steel. This is also referred to as work hardening.
stress relief annealing A heating process applied to forged/headed fasteners to relieve any mechanical stresses generated during the forming process.
structural bolt A heavy hex head bolt intended for use in structural applications. Most commonly graded as ASTM A325 or A490.
surface discontinuities Irregularities of a fastener. These may include cracks, head bursts, shear bursts, seams, folds, thread laps, voids, tool marks, and nicks or gouges.
tap bolt A bolt that is threaded to the under the head. ANSI compliant tap bolts are made to the same tolerances as hex cap screws.
tensile strength The maximum tensile-applied load a fastener can hold prior to facture.
test report A written or electronic document provided by the authorized party to certify that a tested fastener's chemical and mechanical properties conform to the specification required.
thread galling The displacement of material between mating threads during tightening, which causes contact points to shear, producing friction, increased resistance to tightening, and even seizing of the threads. Thread galling is most common with fasteners made of materials that self-generate an oxide surface film such as stainless steel.
tie rod A piece of steel typically threaded on each end used in an assembly with clevises and turnbuckles, often used to support canopies, awnings and other building structures.
http://www.erlandsonperformance.com/resource/products/tie_rod_end.jpg
tie rod end
traceability The capability to authenticate manufacturing history by documentation of raw material, heat number, locations, or application of the product.
ultimate tensile load The maximum tensile-applied load a fastener can support prior to fracture, and normally expressed in terms of pounds per square inch (psi) or pounds-force (lbf).

Source: www.portlandbolt.com

ASTM A490

Scope

The ASTM A490 specification covers quenched and tempered, alloy steel, heavy hex structural bolts from ½” diameter through 1½” 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 or other metallic coatings due to the potential risk of hydrogen embrittlement.

Additional testing in the form of Magnetic Particle Inspection for Longitudinal Discontinuities and Transverse Cracks is a requirement of the A490 specification.

TYPES

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

CONNECTION TYPES

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.

MECHANICAL PROPERTIES

Size Tensile, ksi Yield, ksi Elong. %, min RA %, min
1/2 - 1-1/2 150-173 130 14 40

RECOMMENDED NUTS and WASHERS

Nuts Washers
Type 1 Type 3 Type 1 Type 3
A563DH A563DH3 F436-1 F436-3

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.

Notes

  1. The bolts shall not be coated by hot-dip zinc coating, mechanical deposition, or electroplating with zinc or other metallic coatings due to the potential for hydrogen embrittlement. Read more about issues with galvanizing ASTM A490.
  2. Each sample representative of the lot shall be magnetic particle inspected for longitudinal discontinuities and transverse cracks.

Ask and Answer: Coating Options for High Strength Bolts



Due to hydrogen embrittlement concerns ASTM recommends against hot-dip galvanizing , mechanical deposition, or electroplating with zinc or other metallic coatings on high strength bolts ultimate tensile strengths that exceed 150 ksi. So what are the alternatives to provide corrosion resistance for A490 structural bolts?

Protective Coatings
ASTM recommends that if a protective coating is required for A490 bolts a Zinc/Aluminum Corrosion Protective Coating should be used in accordance with F 1136 Grade 3. This recommendation is based on findings from research conducted by the Industrial Fastener Institute (IFI 144). No other metallic coating is allowed unless authorized by ASTM’s fastener Committee F16. One trade name of this coating is Dacromet.

Weathering Steel
Another option is to specify ASTM A490 Type 3. This fastener is made from weathering steel which is inherently corrosion resistant. However, these fasteners are not as readily available in the marketplace as A490 Type 1.

Consulting a structural engineer involved in the project is always the best solution.

Ask and Answer: Galvanizing High Strength Bolts



Question: Can high strength bolts be hot-dip galvanized?

Answer: Some high strength bolts can be galvanized while others cannot. In the construction fastener industry, typically the phrase “high strength” refers to bolts that have been quenched and tempered (heat treated) to develop the proper strength requirements of a given specification. Two separate issues are involved in determining whether or not a high strength bolt can be galvanized.

Hydrogen Embrittlement Concerns

The first issue involves a phenomenon called hydrogen embrittlement which may occur when atomic hydrogen is absorbed by the steel during the acid pickling process that takes place prior to galvanizing. This embrittlement can potentially lead to the loss or partial loss of ductility in the steel and consequently result in the premature failure of the fastener in the field.

According to specification ASTM A143 – Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement:

“In practice hydrogen embrittlement of galvanized steel is usually of concern only if the steel exceeds approximately 150 ksi (1100 MPa) in ultimate tensile strength.”

Additionally, section 7.2.2 of specification ASTM F2329 – Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel Bolts, Screws, Washers, Nuts, and Special Threaded Fasteners reads as follows:

“For high strength fasteners (having a specified minimum product hardness of 33 HRC), there is a risk of internal hydrogen embrittlement.”

By reviewing Table 1 below, it is clear that specifications ASTM A490, ASTM A354 grade BD, and SAE J429 grade 8 are all potentially susceptible to hydrogen embrittlement and should therefore not be hot-dip galvanized. This is further reinforced by specific references found in both the ASTM A490 specification and the ASTM A354 specification. According to section 4.3 – Protective Coatings of specification ASTM A490:

“The bolts shall not be coated by hot-dip zinc coating, mechanical deposition, or electroplating with zinc or other metallic coatings.”

Similarly, Note 4 in section 4 of specification ASTM A354 reads as follows:

“Research conducted on bolts of similar material and manufacture indicates that hydrogen-stress cracking or stress cracking corrosion may occur on hot-dip galvanized Grade BD bolts.”

This information taken directly from the ASTM specifications supports the belief that hot-dip galvanizing of ASTM A490, ASTM A354 grade BD, and SAE J429 grade 8 should be avoided due to the risk of hydrogen embrittlement.

Which Bolt Grades Can Be Galvanized?

Grade Can I Galvanize? Raw material Nominal Size Minimum Yield Strength Minimum Tensile Strength Minimum Hardness
ASTM A325 Yes Medium Carbon Steel, Quenched and Tempered 1/2″ – 1″
1 1/8″ – 1 1/2″
92
81
120
105
C24
C19
ASTM A449 Yes 1/4″ – 1″
1 1/8″ – 1 1/2″
1 5/8″ – 3″
92
81
58
120
105
90
C25
C19
B91
SAE J429 Grade 5 Yes 1/4″ – 1″
1 1/8″ – 1 1/2″
92
81
120
105
C25
C19
ASTM A193 Grade B7 Yes Medium Carbon Alloy Steel, Quenched and Tempered 1/4″ – 2 1/2″
2 5/8″ – 4″
105
95
125
115
NA
ASTM A354 Grade BC Yes 1/4″ – 2 1/2″
2 5/8″ – 4″
109
94
125
115
C26
C22
ASTM F1554 Grade 105 Yes 1/4″ – 3″ 105 125 NA
ASTM A320 Grade L7 Yes 1/4″ – 2 1/2″ 105 125 NA
ASTM A490 No 1/2″ – 1 1/2″ 130 150 C33
ASTM A354 Grade BD No 1/4″ – 2 1/2″
2 5/8″ – 4″
130
115
150
140
C33
C31
SAE J429 Grade 8 No 1/4″ – 1 1/2″ 130 150 C3



Effect of Heat on Quenched and Tempered Fasteners

The second issue of concern when considering hot-dip galvanizing high strength fasteners is potentially reducing the mechanical strengths due to the introduction of heat during the hot-dip galvanizing process. Portland Bolt operates its hot-dip galvanizing tank at 840° Fahrenheit. Is this enough heat to potentially alter the strength of a quenched and tempered fastener? In theory, the amount of heat that a high strength fastener is exposed to during the hot-dip galvanizing process should not alter its mechanical properties.

It is obvious that the application of heat to a bolt that develops its strength through a heat treating process could adversely affect the strength of the fastener. The question is, how much heat is necessary to potentially change the mechanical properties? On page 4-4 of the Ninth Edition of the AISC Manual (American Institute of Steel Construction), the following statement occurs:

“Anchor bolt material that is quenched and tempered (heat treated) should not be welded or heated.”

However, it does not address the amount of heat that should be avoided. Welding obviously applies a tremendous amount of heat to the components being welded, whereas hot-dip galvanizing is performed at significantly lower temperatures. Another reference that addresses the heating of high strength bolts (which occurs during hot-dip galvanizing) can be found in the ASTM F1554 specification. Section 6.4.3 of the ASTM F1554 specification states:

“Hot bending performed on heat-treated bar stock shall not have the temperature come within 100°F (56°C) of the tempering (stress relieve) temperature of the heat-treat process at any location during hot bending and shall be allowed to air cool after bending.”

Although this statement refers to hot bending, it implies that any process (including galvanizing) that applies heat approaching or exceeding the tempering temperature of a high strength bolt may potentially alter the mechanical properties of the fastener and should therefore be avoided. However, galvanized bolts only remain in the zinc tank for a few minutes and even though the surface temperature may approach 840°, it is unlikely that the entire fastener is heated to that temperature. The most relevant reference found in any ASTM specification addressing the possibility of the hot-dip galvanizing process altering the mechanical properties of a high strength fastener is found in section 7.2.1.2 of the new hot-dip galvanizing specification ASTM F2329 which states:

“Testing for mechanical properties is not necessary if the galvanizing process is carried out at a lower temperature than the stress relief or tempering temperature of the fasteners.”

This implies that the mechanical properties have the potential to be altered only if high strength bolts are tempered at temperatures at or below the 840° temperature that the bolts are subjected to during hot-dip galvanizing. As Table 2 indicates below, the minimum tempering temperature for both ASTM A193 grade B7 and ASTM F1554 grade 105 is 1100° Fahrenheit. Therefore, it is not possible for the galvanizing temperatures to exceed the tempering temperature for these specifications. Although in theory it is possible for the other specifications to be tempered below the galvanizing temperature, recent records indicate that the minimum tempering temperature used for any of these grades listed in Table 2 that Portland Bolt has manufactured is 950°. Therefore, hot-dip galvanizing performed by Portland Bolt on any of the high strength bolt specifications listed in Table 2 will not adversely affect the strength of these fasteners.

Minimum Tempering Temperatures

ASTM Grade Minimum Tempering Temperature, Fahrenheit
A325 800°
A449 800°
A354 Grade BC 800°
A320 Grade L7 No Requirement
A193 Grade B7 1100°
F1554 Grade 105 1100°

Ask and Answer: Bolt Thread Length



Question: Is there a standard thread length for bolts?

Answer: Depending on the type of bolt you are using the thread length can vary greatly. There is not an inclusive thread length standard that covers all fasteners. Depending on the applications, manufacturer, and a number of other factors the amount thread may change. It is important to clearly communicate at time of purchase your desired thread lengths on headed bolts in addition to bent anchor bolts and threaded rods. Below is a brief outline of common fasteners and the thread lengths generally found in the marketplace.

Hex / Heavy Hex Bolts
ASME B18.2.1 which covers hex, heavy hex, and square head bolts, states bolts 6″ in length and under have a thread length that is twice the diameter plus 1/4″. Bolts that are longer than 6″ have a thread length of twice the diameter plus 1/2″. For example, a 1/2 x 6 hex bolt will have 1-1/4″ of thread, whereas a 1/2 x 6-1/2 hex bolt will have 1-1/2″ thread. In our experience, most “off the shelf bolts” that are longer than 12″ have 6″ of thread.

Structural Bolts
Structural bolts like ASTM A325 and A490 specify shorter thread lengths since these bolts are used for steel-to-steel connections and the amount of grip length is critical thread lengths are much shorter. A325 heavy hex bolts with the S1 supplement are to be fully threaded. Those with the S1.2 supplement must be marked, “A325 T”.

Nominal Bolt Size, in. 1/2 5/8 3/4 7/8 1 1-1/8 1-1/4 1-3/8 1-1/2
Thread Length, in. 1.00 1.25 1.38 1.50 1.75 2.00 2.00 2.25 2.25

Carriage Bolts
ASME B18.5 it states that the thread lengths for carriage bolts 6″ in length and under have a thread length that is twice the diameter plus a 1/4″ and bolts longer than 6″ have a thread length of twice the diameter plus 1/2″. However, the import carriage bolts we stock are fully threaded for bolts 6” long and under and 6” of thread for bolts longer than 6”.

Lag Bolts
The minimum thread length shall be equal to one-half the nominal screw length plus 1/2″ or 6”, whichever is less.

Anchor Bolts
For any type of bent bolt or straight rod there are no thread standards. The thread length of anchor bolts change significantly depending on the application, projection from the top of concrete, and a number of other factors. Most structural drawings will outline the exact dimensions of the anchor bolts, including thread length. It is important to remember that anchor rods often specify different thread lengths on each end.

Ask and Answer: Bolt Torque Chart



Bolt Torque Chart

Suggested Starting Values

Download a print version

The below estimated torque calculations are only offered as a guide. Use of its content by anyone is the sole responsibility of that person and they assume all risk. Due to many variables that affect the torque-tension relationship like human error, surface texture, and lubrication the only way to determine the correct torque is through experimentation under actual joint and assembly conditions.

Learn more about torque and tension.

ASTM A307

Bolt Size TPI Proof
Load (lbs)
Clamp
Load (lbs)
Tightening Torque (ft lbs)
Waxed Galv Plain
1/4 20 1145 859 2 4 4
5/16 18 1886 1415 4 9 7
3/8 16 2790 2093 7 16 13
7/16 14 3827 2870 10 26 21
1/2 13 5108 3831 16 40 32
9/16 12 6552 4914 23 58 46
5/8 11 8136 6102 32 79 64
3/4 10 12024 9018 56 141 113
7/8 9 15200 11400 83 208 166
1 8 20000 15000 125 313 250
1 1/8 7 25200 18900 177 443 354
1 1/4 7 32000 24000 250 625 500
1 3/8 6 38100 28575 327 819 655
1 1/2 6 46400 34800 435 1088 870
1 3/4 5 68400 51300 748 1870 1496
2 4 1/2 90000 67500 1125 2813 2250
2 1/4 4 1/2 117000 87750 1645 4113 3291
2 1/2 4 144000 108000 2250 5625 4500
2 3/4 4 177480 133110 3050 7626 6101
3 4 214920 161190 4030 10074 8060
3 1/4 4 255600 191700 5192 12980 10384
3 1/2 4 299880 224910 6560 16400 13120
3 3/4 4 347760 260820 8151 20377 16301
4 4 398880 299160 9972 24930 19944

SAE GRADE 2

Bolt Size TPI Proof
Load (lbs)
Clamp
Load (lbs)
Tightening Torque (ft lbs)
Waxed Galv Plain
1/4 20 1750 1313 3 7 5
5/16 18 2900 2175 6 14 11
3/8 16 4250 3188 10 25 20
7/16 14 5850 4388 16 40 32
1/2 13 7800 5850 24 61 49
9/16 12 10000 7500 35 88 70
5/8 11 12400 9300 48 121 97
3/4 10 18400 13800 86 216 173
7/8 9 15200 11400 83 208 166
1 8 20000 15000 125 313 250
1 1/8 7 25200 18900 177 443 354
1 1/4 7 32000 24000 250 625 500
1 3/8 6 38100 28575 327 819 655
1 1/2 6 46400 34800 435 1088 870

ASTM A325 / ASTM A449 / SAE GRADE 5

Bolt Size TPI Proof
Load (lbs)
Clamp
Load (lbs)
Tightening Torque (ft lbs)
Waxed Galv Plain
1/4 20 2700 2025 4 11 8
5/16 18 4450 3338 9 22 17
3/8 16 6600 4950 15 39 31
7/16 14 9050 6788 25 62 49
1/2 13 12050 9038 38 94 75
9/16 12 15450 11588 54 136 109
5/8 11 19200 14400 75 188 150
3/4 10 28400 21300 133 333 266
7/8 9 39250 29438 215 537 429
1 8 51500 38625 322 805 644
1 1/8 7 56450 42338 397 992 794
1 1/4 7 71700 53775 560 1400 1120
1 3/8 6 85450 64088 734 1836 1469
1 1/2 6 104000 78000 975 2438 1950
1 3/4 5 104500 78375 1143 2857 2286
2 4 1/2 137500 103125 1719 4297 3438
2 1/4 4 1/2 178750 134063 2514 6284 5027
2 1/2 4 220000 165000 3438 8594 6875
2 3/4 4 271150 203363 4660 11651 9321
3 4 328350 246263 6157 15391 12313

ASTM A193 B7

Bolt Size TPI Proof
Load (lbs)
Clamp
Load (lbs)
Tightening Torque (ft lbs)
Waxed Galv Plain
1/4 20 3350 2513 5 13 10
5/16 18 5500 4125 11 27 21
3/8 16 8150 6113 19 48 38
7/16 14 11150 8363 30 76 61
1/2 13 14900 11175 47 116 93
9/16 12 19100 14325 67 168 134
5/8 11 23750 17813 93 232 186
3/4 10 35050 26288 164 411 329
7/8 9 48500 36375 265 663 530
1 8 63650 47738 398 995 796
1 1/8 7 80100 60075 563 1408 1126
1 1/4 7 101750 76313 795 1987 1590
1 3/8 6 121300 90975 1042 2606 2085
1 1/2 6 147550 110663 1383 3458 2767
1 3/4 5 199500 149625 2182 5455 4364
2 4 1/2 262500 196875 3281 8203 6563
2 1/4 4 1/2 341250 255938 4799 11997 9598
2 1/2 4 420000 315000 6563 16406 13125
2 3/4 4 468500 351263 8050 20124 16100
3 4 567150 425363 10634 26585 21268
3 1/4 4 674500 505875 13701 34252 27402
3 1/2 4 791350 593513 17311 43277 34622
3 3/4 4 917700 688275 21509 53771 43017
4 4 1052600 789450 26315 65788 52630

ASTM A354-BD / ASTM A490 / SAE GRADE 8

Bolt Size TPI Proof
Load (lbs)
Clamp
Load (lbs)
Tightening Torque (ft lbs)
Waxed Plain
1/4 20 3800 2850 6 12
5/16 18 6300 4725 12 25
3/8 16 9300 6975 22 44
7/16 14 12750 9563 35 70
1/2 13 17050 12788 53 107
9/16 12 21850 16388 77 154
5/8 11 27100 20325 106 212
3/4 10 40100 30075 188 376
7/8 9 55450 41588 303 606
1 8 72700 54525 454 909
1 1/8 7 91550 68663 644 1287
1 1/4 7 120000 90000 938 1875
1 3/8 6 138600 103950 1191 2382
1 1/2 6 168600 126450 1581 3161
1 3/4 5 228000 171000 2494 4988
2 4 1/2 300000 225000 3750 7500
2 1/4 4 1/2 390000 292500 5484 10969
2 1/2 4 480000 360000 7500 15000
2 3/4 4 517650 388238 8897 17794
3 4 626850 470138 11753 23507
3 1/4 4 745500 559125 15143 30286
3 1/2 4 874650 655988 19133 38266
3 3/4 4 1014300 760725 23773 47545
4 4 1163400 872550 29085 58100
    Notes:
  1. Values calculated using industry accepted formula T = KDP where T = Torque, K = torque coefficient (dimensionless), D = nominal diameter (inches), P = bolt clamp load, lb.
  2. K values: waxed (e.g. pressure wax as supplied on high strength nuts) = .10, hot dip galvanized = .25, and plain non-plated bolts (as received) = .20.
  3. Torque has been converted into ft/lbs by dividing the result of the formula by 12
  4. All calculations are for Coarse Thread Series (UNC).
  5. Grade 2 calculations only cover fasteners 1/4"-3/4" in diameter up to 6" long; for longer fasteners the torque is reduced significantly.
  6. Clamp loads are based on 75% of the minimum proof loads for each grade and size.
  7. Proof load, stress area, yield strength, and other data is based on IFI 7th Edition (2003) Technical Data N-68, SAE J429, ASTM A307, A325, A354, A449, and A490.

 
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