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ASTM A325 is an ASTM International standard for heavy hex structural bolts, titled Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength. It defines mechanical properties for bolts that range from 1 ⁄ 2 to 1 + 1 ⁄ 2 inches (13 to 38 mm) in diameter. [1]
ASTM A490 and ASTM A490M are ASTM International standards for heavy hex structural bolts made from alloy steel.The imperial standard is officially titled Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength, while the metric standard (M) is titled Standard Specification for High-Strength Steel Bolts, Classes 10.9 and 10.9.3, for Structural ...
This standard is the origin for other standards that define properties for similar metric fasteners, such as SAE J1199 and ASTM F568M. [1] It is divided into five (nonconsecutive) parts: 1. Bolts, screws and studs with specified property classes – Coarse thread and fine pitch thread [2] 2. Nuts with specified proof load values – Coarse ...
This image is a derivative work of the following images: File:Hex_cap_screw--001.svg licensed with Cc-by-sa-3.0, GFDL . 2008-11-15T00:21:58Z Three-quarter-ten 102x89 (737 Bytes) {{Information |Description={{en|1=An icon to represent hex-head (i.e., external hex) cap screw.}} |Source=Own work by uploader |Author=[[User:Three-quarter-ten|Three-quarter-ten]] |Date=2008-11-14 |Permission= |other ...
M5 to M39 hexagon nuts; style 1; product grade C (modified version of ISO 4034) Withdrawn: DIN EN ISO 4034: ISO 4034: DIN 975: Threaded rods: Withdrawn: DIN 976-1, DIN 976-2: DIN 976-1: Metric thread stud bolts: Active: DIN 976-2: Metric interference-fit thread stud bolts: Active: DIN 977: Hexagon weld nuts with flange: Withdrawn: DIN EN ISO ...
And the absence of marking/number indicates a lower grade bolt with low strength. The property classes most often used are 5.8, 8.8, and 10.9. The number before the point is the ultimate tensile strength in MPa divided by 100. The number after the point is the multiplier ratio of yield strength to ultimate tensile strength.