astm a615 grade 60 equivalent

Jun 12, 2013 · Dimensional Characteristics of A615 60 Grade SteelsThe applicable diameter for this A615 60 GRADE material as defined in the ASTM A615 ranges to 22.2 28.7 mm. The perimeter is usually around 69.8 90 mm.

Find the most up to date version of ASTM A615/A615M at Engineering360. UNLIMITED FREE ACCESS TO THE WORLD'S BEST IDEAS. Grade 60 [420], Grade 80 [550], and Grade 100 [690]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for

1.3 Plain bars, in sizes up to and including 2 1 / 2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered shall be furnished under this specification in Grade 40 [280], Grade 60 [420], Grade 80 [550], and Grade 100 [690].

Feb 23, 2016 · ASTM A615. ASTM A615 covers deformed and plain carbon steel bars for concrete reinforcement. This specification covers bars and coils in four grades, Grade 40, Grade 60, Grade 75, and Grade 80. The grade designates the yield strength of the material, i.e. Grade 60

ASTM A615 / A615M 09b Standard Specificationfor Deformed and Plain Carbon Steel Bars forConcrete Reinforcement Abstract This specification covers deformed and plain carbon steel bars for concretereinforcements in cut lengths and coils. Materials considered under this specificationare available in Grades 40 [280], 60 [420], and 75 [520].

Our reinforcing steel conforms to ASTM A615 18, Grade 40, 60, 75, 80 or 100 or ASTM A706 16 Grade 60 or 80 as indicated on test reports. The steel shipped is in fact composed of the heats indicated on the Mill Test Report and is represented by results obtained on heat samples tested in accordance

1.6 This specification is applicable for orders in either inch pound units (as Specification A615) or in SI units (as Specification A615M). 1.7 The values stated in either inch pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets.

Grade 75; Grade 80; Deformed Rebar OptionsThough A615 rebar by definition is comprised simply of deformed, plain carbon steel, it can be enhanced with epoxy coatings or other strength and durability enhancing treatments if project requirements demand it.

All Grade 60 Bars must have either grade mark line or number 60 rolled into bar surface. ** There are no exceptions to A706 per se. The bend test requirements in A706 are even more restrictive than the ACI

Equivalent Materials. ASTM Grade 420; Properties. General. We have 1 suppliers for ASTM A615 Grade 420 Designation No. 10. Send your requirements. We will provide you with a list of recommended suppliers within our network. You may also like these materials. ASTM B134 Grade C24000 H03.

Unless specified for use for other applications in Annex A2, bars are of four minimum yield strength levelsnamely, 40 000 psi [280 MPa], 60 000 psi [420 MPa], 80 000 psi [550 MPa], and 100 000 psi [690 MPa], designated as Grade 40 [280], Grade 60 [420], Grade 80 [550], and Grade 100 [690], respectively.

Note 1Grade 100 [690] reinforcing bars were introduced in this specification in 2015. In contrast to the lower grades, which have ratios of specified tensile strength to specified yield strength that range from 1.31 to 1.5, Grade 100 [690] reinforcing bars have a ratio of specified tensile strength to

Masteel UK Limited's ASTM/ASMA A/SA516 Grade 60 carbon steel plates have full traceability and are supplied complete with mill test certification according to EN10204 3.1 or EN10204 3.2 as required. Any additional customer or third party inspection is welcomed by arrangement with the client.

Construction Grade 60 Deformed Steel Rebar 6mm 32mm US $560 / Ton Factory HRB400 Steel Rebar Deformed Steel Bar with Good Price

Grade 60 rebar offers a minimum yield strength of 60,000 pounds per square inch, or 420 megapascals on the metric grading scale. It also features a continuous line system, with one line running along the length of the bar which is offset a minimum of five spaces from the center.

requirements established by ASTM International A615. The variability of the chemical composition of steel reinforcing bars is evaluated and eions are developed to represent the probability distribution functions for different chemical. 68 samples of ASTM A615 Grade 60 from different manufacturers were

ASTM A615 / A615M 09, Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement, ASTM International, West Conshohocken, PA, 2009, astm Back to

ASTM A 615 / A. B. CHEMICAL COMPOSITION AND MECHANICAL PROPERTIES. GRADE %C (Max) %Si (Max) %Mn(Max) Grade 420 Grade 520 NOMINAL DESIGNATION Nominal Diameter (mm. 10 11.30 15 16.00 20 19.50 25 25.20 30 29.90 35 35.70 45 43.70. 615 M 95 C. A.

1.4 This specification is applicable for orders in either inch pound units (as Specification A615) or in SI units (as Specification A615M). 1.5 The values stated in either inch pound units or SI units are to be regarded as standard.

ASTM A615 Grade 40 Deformed Rebar. Rebar with a grade 40 designation offers a minimum yield strength of 40,000 pounds per square inch and conforms to ASTM A 615 performance standards. Its metric counterpart is grade 280 rebar, with an equivalent minimum yield strength of 280 megapascals. This makes grade 40 rebar an excellent choice

ASTM A706 rebar is a specification given to low alloy reinforcing bars in either standard lengths or coiled configurations. This rebar grade is processed in open hearths, electric furnaces, or basic oxygen furnaces and is available in numerous grades, including grade 60 and grade 80.

1.1 General This specification covers deformed and plain low alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number

ASTM A706 covers deformed and plain low alloy steel bars for concrete reinforcement with restrictive mechanical properties and chemical composition in order to enhance weldability. This specification covers bars and coils in two grades, Grade 60 and Grade 80.

107 6.2.2.5 ASTM A615 Grades 40 and 60 deformed reinforcement shall be permitted for 108 longitudinal reinforcement in special seismic systems if the actual yield strength based on mill 109 tests does not exceed f y by more than 18,000 psi and ratio of the actual tensile strength to the