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Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use (Includes all amendments And changes 12/31/2010).
Automaticky preložený názov:
Štandardné špecifikácie pre Hex Cap skrutky , svorníky a skrutky, ocele , zušľachtené , 120/105/90 ksi Minimálna pevnosť v ťahu , všeobecné použitie
NORMA vydaná dňa 1.12.2007
Označenie normy: ASTM A449-07be1
Poznámka: NEPLATNÁ
Dátum vydania normy: 1.12.2007
Kód tovaru: NS-2518
Počet strán: 8
Približná hmotnosť: 24 g (0.05 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
bolts, carbon steel, hex cap screws, steel, studs, Bolting materials, Carbon steel bolting materials--specifications, Steel bolting materials--specifications, Studs (materials/applications)--specifications, ICS Number Code 21.060.10 (Bolts, screws, studs)
| 1. Scope | ||||||||||||||||||||
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1.1 This specification covers quenched and tempered steel hex cap screws, bolts, and studs having a minimum tensile strength of 120 ksi for diameters 1.0 in. and smaller; 105 ksi for diameters over 1.0 in. to 1½ in.; and 90 ksi for diameters 1¾ in. to 3.0 in. inclusive. The term "fasteners" in this specification denotes hex cap screws, bolts, and studs. 1.2 The fasteners are intended for general engineering use. 1.3 The fasteners are furnished in
diameters ¼ to 3.0 in. inclusive. They
are designated by type denoting chemical composition as
follows:
1.4 Terms used in this specification are defined in Terminology F 1789 unless otherwise defined in this specification. 1.5 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are provided for information purposes only. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. |
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| 2. Referenced Documents | ||||||||||||||||||||
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