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ASTM A709 / A709M - 13a Standard Specification for

ASTM A709 / A709M - 13a. An ASTM designation number identifies a unique version of an ASTM standard. A709 / A709M - 13a. A = ferrous metals; 709 = assigned sequential number. M = SI units. 13 = year of original adoption (or, in the case of revision, the year of last revision) a = indicates subsequent revision in same year. ASTM A709 GR.50W I Beam Steel ----Katalor EnterprisesThese properties make ASTM A709 Grade 50W I Beam ideal for applications such as bridges, and is a standard material employed by the American Association of State Highway and Transportation. The ASTM A709 Grade 50W I Beam maintains a tensile yield strength of 50,000 psi and an ultimate tensile strength of 65,300 psi.

ASTM A709 Steel Plate - ASTM A709 Steel Warehouse

ASTM A709 Specifications. A709 is the standard specification for structural steel bridges. Covers carbon, HSLA, Q&T, and stainless steel plates, bars, and shapes for structural use in bridges. Includes grades 36, 50, 70, and 100, with designations for enhanced atmospheric corrosion resistance (W). Both fracture critical tension components and ASTM A709/A709M-05 - Standard Specification for Grade 50W [345W], or HPS 50W [HPS 345W] shall not be substituted for Grades 36 [250], 50 [345] or 50S [345S] without agreement between the purchaser and the supplier. 1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. ASTM A709/A709M-07 - Standard Specification for ASTM A709/A709M-07 Standard Specification for Structural Steel for Bridges. 1.1 This specification covers carbon and high-strength low-alloy steel structural shapes, plates, and bars and quenched and tempered alloy steel for structural plates intended for use in bridges. Nine grades are available in four yield strength levels as follows:

Comparison of A709 grade HPS50W bridge steel plate -

The company has superior geographical location and convenient transportation. After more than 20 years of market trials and tribulations, from small to large, from weak to strong, in order to meet the needs of customer extension development, the company expanded the deep A709 grade HPS50W bridge steel plate processing services of cutting steel pieces. Different Grades of A 709 - app.awsJul 13, 2009 · A 709 Gr. 50W is equivalent to A 588 (except the A 709 carries some additional Charpy testing requirements). "S" stands for "structural". (I thought it oughta stand for "seismic", but no one asked me.) 50S is the equivalent (plus some Charpy testing requirements) of A 992, structural shapes. M270 vs. A709:Grade Comparison Leeco Steel, LLC

  • AASHTO vs. ASTMBridge Manufacturing ConsiderationsM270 & A709 SpecificationsSourcing M270 & A709 Steel Plate For Bridge ManufacturingM270 and A709 steel materials are each produced to meet standards set by their regulatory bodies. The American Association of State Highway and Transportation Officials (AASHTO) oversees the specifications of M270 steel plate, while ASTM oversees the specifications of A709 steel plate.A709Gr36,A709Gr.36,A709 Grade 36,A709 Gr 36,Grade A709 Grade 36 steel grade is a high strength low alloy structural carbon steel used in building bridge projects. Compare A709 Gr.100, and A709 Gr.50 grade, A709 Gr.36 has a lowest yield strength in 250Mpa in usual. A 709 Gr.36 requests killed or semi-killed in manufacture. Gangsteel supply A709 Gr.36 many years in China mainland bridge projects. We also have many stock sizes in A709 Gr.36

    Steel Plate for Bridges

    HPS 50W 0.375 - 4.00 Up to 152 Up to 1020** 0.375 - 4.00 HPS 70W 0.375 - 0.750 Up to 120 Inquire 0.375 - 0.750 Plate Specifications Data Sheet Overview:EVRAZ North America offers high-quality bridge plate produced in the United States that meets the requirements of AASHTO specification M270, ASTM A709 and customized structural plate ASTM A709 / A709M - 18 Standard Specification for Grade 50W [345W], or HPS 50W [HPS 345W] shall not be substituted for Grades 36 [250], 50 [345] or 50S [345S] without agreement between the purchaser and the supplier. 1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized.