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  2. ASTM A53 steel - Wikipedia

    en.wikipedia.org/wiki/ASTM_A53_steel

    If Type S or Type E is required for close coiling or cold bending, Grade A is the preferred grade; however, this is not intended to prohibit the cold bending of Grade B pipe. Type E is furnished either nonexpanded or cold expanded at the option of the manufacturer. 4. Materials and Manufacture of ASTM A53 Pipes

  3. A53 steel - Wikipedia

    en.wikipedia.org/?title=A53_steel&redirect=no

    Language links are at the top of the page across from the title.

  4. Category:ASTM standards - Wikipedia

    en.wikipedia.org/wiki/Category:ASTM_standards

    ASTM A53 steel; ASTM A325; ASTM A354; ASTM A490; ASTM A500; ASTM A992; Noack volatility test; ASTM D37; ASTM D8441/D8441M; ASTM E1714; ASTM F568M; ASTM F883; ASTM Subcommittee E20.02 on Radiation Thermometry

  5. Piping - Wikipedia

    en.wikipedia.org/wiki/Piping

    Moreover, the 3D pipe stress determines the bending moments of the pipes. Allowable (ASME) Pipe grades permitted for Oil and gas industries are : Carbon Steel Pipes and tubes (A53 Grade [A & B], A106 Grade [B & C]), Low & Intermediate alloy steel Pipes (A333 Grade [6], A335 Grade [P5, P9, P11, P12, P91])

  6. ASTM A500 - Wikipedia

    en.wikipedia.org/wiki/ASTM_A500

    ASTM A500 is a standard specification published by the ASTM for cold-formed welded and seamless carbon steel structural tubing in round, square, and rectangular shapes. It is commonly specified in the US for hollow structural sections , but the more stringent CSA G40.21 is preferred in Canada.

  7. Structural steel - Wikipedia

    en.wikipedia.org/wiki/Structural_steel

    All S275JOH steel material and S275JOH pipes should conform to EN10219 standards. [ 4 ] The normal yield strength grades available are 195, 235, 275, 355, 420, and 460, although some grades are more commonly used than others e.g. in the UK, almost all structural steel is grades S275 and S355.

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  9. Cold-formed steel - Wikipedia

    en.wikipedia.org/wiki/Cold-formed_steel

    The use of cold-formed steel members in building construction began in the 1850s in both the United States and Great Britain. In the 1920s and 1930s, acceptance of cold-formed steel as a construction material was still limited because there was no adequate design standard and limited information on material use in building codes.

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