E Grade 5 of this coating meets the supplementary lubrication requirements of A S1. F Grade 1 of this coating meets the supplementary lubrication requirements of A S1.
Performance requirements shall be specified by the purchaser and agreed to in writing. Tensile Strength Requirements. Tensile Max. Proof Load C Min. Proof Load D Min.
C Proof load length measurement. Tensile, max. Yeld min, Elong. Rotational Capacity. Tension is measured in kip. Connection Types. N Bearing type connection with threads included in the shear plane. X Bearing-type connection with threads excluded from the shear plane. Matching Components. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every ve years and if not revised, either reapproved or withdrawn.
Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.
If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below.
Individual reprints single or multiple copies of this standard may be obtained by contacting ASTM at the above address or at phone , fax , or service astm. Open navigation menu. Close suggestions Search Search. User Settings. Skip carousel. Carousel Previous. Carousel Next. What is Scribd? Explore Ebooks. Bestsellers Editors' Picks All Ebooks. Explore Audiobooks. Bestsellers Editors' Picks All audiobooks. Explore Magazines.
Editors' Picks All magazines. Explore Podcasts All podcasts. Difficulty Beginner Intermediate Advanced. Explore Documents. Uploaded by manbkk. Document Information click to expand document information Description: Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, ksi Minimum Tensile Strength1 This standard is issued under the fixed designation A ; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision.
Did you find this document useful? Is this content inappropriate? Report this Document. Description: Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, ksi Minimum Tensile Strength1 This standard is issued under the fixed designation A ; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision.
Flag for inappropriate content. Download now. Astm A PDF. Related titles. Carousel Previous Carousel Next. Jump to Page. Search inside document. They are designated by type denoting chemical composition as follows: Type Type 1 Type 2 Type 3 Description Medium carbon alloy steel Withdrawn in Weathering steel 1.
The washers shall have a surface nish for each type of bolt as follows: Bolt Type and Finish 1, plain uncoated 3, weathering steel Washer Finish plain uncoated weathering steel 5. Over 1 to , incl. B Loads tabulated and loads to be used for tests of full-size bolts larger than in. In addition, any bolt with a transverse crack located perpendicular to the axis of the bolt in the threads, body, llet, or underside of head detectable by magnetic particle inspection, shall be considered nonconforming.
Javier Ricardo Romero Bohorquez. Pranoy Barua. Alcides Araujo Santos. Jose M-h. Hendri Arief Setyawan. Marcos Andrade. Dang Luong. Individual heats of steel need not be For such a plan to be fully effective it is essential The manufacturer shipping lot.
A shipping lot, for purposes of selecting test shall identify and maintain the integrity of each production lot samples, is defined as that quantity of bolts of the same of bolts from raw-material selection through all processing nominal diameter and same nominal length necessary to fill the requirements of a single purchase order. Alternatively, in accordance with 6.
Rejection should be reported 10 and over 20 to the producer or supplier promptly and in writing. In case of Certification lot shall be furnished to the purchaser when specified in the order. Individual heats of steel are not identified in the finished Visual Inspection for Head Bursts shipping lot method.
Bursts Responsibility can occur on the flats or corners of the heads of bolts. In and inspected in accordance with this specification and meets addition, bursts occurring at the intersection of two wrenching all of its requirements. Product Marking specified minimum. No lot The sample If the number of defective other distinguishing marks to indicate the bolt is atmospheric bolts found during inspection by the manufacturer is greater corrosion resistant and of a weathering type.
If the number toward the closest periphery of the head. Markings may be of defective bolts found during inspection by the purchaser is either raised or depressed at the option of the manufacturer. The two identifi- Inspection cations shall preferably be in different locations and, when on Packaging and Package Marking order.
The manufacturer accordance with Practice D All tests except product analysis and inspection in the same container. Rejection and Rehearing For the convenience of the user, Committee F16 has highlighted those changes that impact the use of this standard. This section may also include descriptions of the changes or reasons for the changes, or both.
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