pdf a comparison of astm a615 grade 60 and grade 80

pdf a comparison of astm a615 grade 60 and grade 80

A615 Rebar - ASTM A615 Grade Reinforcing Bar Harris

Grade 80 Deformed Rebar Options:Though 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.

ASTM A36 vrs ASTM A615 - Structural engineering general

1" Round Grade 60/A706 ASTM A615M-12 GR 60/A706 CE.50 Max / AASHTO M31-07 Can this be substituted for A 36? During my investigation it appears the only different is that A615 Grade 60 has a higher yield strength but less ductile. Thoughts? RE:ASTM A36 vrs ASTM A615 racookpe1978 (Nuclear) 8 ASTM A36 vrs ASTM A615 - Structural engineering general 1" Round Grade 60/A706 ASTM A615M-12 GR 60/A706 CE.50 Max / AASHTO M31-07 Can this be substituted for A 36? During my investigation it appears the only different is that A615 Grade 60 has a higher yield strength but less ductile. Thoughts? RE:ASTM A36 vrs ASTM A615 racookpe1978 (Nuclear) 8

ASTM A615 - Portland Bolt

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 has a 60ksi minimum yield. A615 ASTM A615 / A615M - 01 Standard Specification for 1.3 Hot-rolled plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when specified for dowels, spirals and structural ties or supports shall be furnished under this specification in Grade 40 [300], Grade 60 [420], and Grade 75 [520].

ASTM A615 / A615M - 12 Standard Specification for

1.3 Plain bars, in sizes up to and including 2 ½ 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 75 [520], and Grade 80 [550]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed ASTM A615 / A615M - 12 Standard Specification for 1.3 Plain bars, in sizes up to and including 2 ½ 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 75 [520], and Grade 80 [550]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed

ASTM A615 / A615M - 18e1 Standard Specification 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]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. ASTM A615 Reinforcement bar A615-60 Grade SteelJun 12, 2013 · A615-60 grade Steel is higher in strength as compare to A615-40 steel. Dimensional Characteristics of A615-60 Grade Steels:The applicable diameter for this A615-60 GRADE material as defined in the ASTM A615 ranges to 22.2-28.7 mm.

ASTM A615 Reinforcement bar A615-60 Grade Steel

Jun 12, 2013 · A615-60 grade Steel is higher in strength as compare to A615-40 steel. Dimensional Characteristics of A615-60 Grade Steels:The applicable diameter for this A615-60 GRADE material as defined in the ASTM A615 ranges to 22.2-28.7 mm. ASTM A615 Reinforcement bar A615-75 Grade SteelJun 15, 2013 · A615-75 grade Steel is higher in strength as compare to A615-60 steel. Dimensional Characteristics of A615-75 Grade Steels:The applicable diameter for this A615-75 GRADE material as defined in the ASTM A615 ranges to 19.1-22.2 mm.

ASTM A615/A615M - Standard Specification for Deformed

Plain bars, in sizes up to and including 2½ 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 ASTM A615/A615M :Standard Specification for Deformed Plain bars, in sizes up to and including 2½ 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

ASTM A615/A615M-18e1 - Standard Specification 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]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. ASTM A615/A615M-20 - Techstreet1.3 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]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

ASTM A615/A615M12 Standard Specification for

1.3 Plain bars, in sizes up to and including 2 ½ 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 75 [520], and Grade 80 [550]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed ASTM A706 - Portland BoltASTM 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. The grade designates the yield strength of the material, i.e. Grade 60 has a 60ksi

ASTM A706 Grade 80 Reinforcement

ASTM A706 Grade 80 reinforcing steel shall not be used for oversized shafts where in-ground plastic hinging is considered as a part of the Earthquake-Resisting System (ERS). ASTM A706 Grade 80 reinforcing steel shall not be used for transverse reinforcement in members resisting torsion. For seismic hooks, f y shall not be taken greater than 75 ksi. ASTM-A615 Standard Specification for Deformed and Plain 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 75 [520], 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.

Cast Steel Grades - Reliance Foundry

ASTM A148, Grade 80-40 N/A N/A N/A 0.06 0.05 80 [550] 40 [275] 18 30 ASTM A148, Grade 80-50 N/A N/A N/A 0.06 0.05 80 [550] 50 [345] 22 35 ASTM A148, Grade 90-60 N/A N/A N/A 0.06 0.05 90 [620] 60 [415] 20 40 ASTM A216 / A216M ASTM A216, Grade WCA 0.25 0.70 0.60 0.045 0.04 60-85 [415-585] 30 [205] 24 35 ASTM A216, Grade WCB 0.30 1.00 0.60 0.045 0 Cast Steel Grades - Reliance FoundryASTM A148, Grade 80-40 N/A N/A N/A 0.06 0.05 80 [550] 40 [275] 18 30 ASTM A148, Grade 80-50 N/A N/A N/A 0.06 0.05 80 [550] 50 [345] 22 35 ASTM A148, Grade 90-60 N/A N/A N/A 0.06 0.05 90 [620] 60 [415] 20 40 ASTM A216 / A216M ASTM A216, Grade WCA 0.25 0.70 0.60 0.045 0.04 60-85 [415-585] 30 [205] 24 35 ASTM A216, Grade WCB 0.30 1.00 0.60 0.045 0

Conversion Table - Re-Steel Supply Company, Inc.

Current A615 specification covers bar sizes #14 and #18 in Grade 60, and bar sizes #11, #14 and #18 in Grade 75. Current A706 specification also covers bar sizes #14 and #18. Bar sizes #9 through #18 are not included in the A996 specification. Conversion Table - Re-Steel Supply Company, Inc.Current A615 specification covers bar sizes #14 and #18 in Grade 60, and bar sizes #11, #14 and #18 in Grade 75. Current A706 specification also covers bar sizes #14 and #18. Bar sizes #9 through #18 are not included in the A996 specification.

Design Guide for the Use of ASTM A1035/A1035M

10.5Use of ASTM A1035/A1035M bars with ASTM A615/A615M bars Chapter 11Summary, p. 18 Chapter 12References, p. 19 12.1 Referenced standards and reports 12.2Cited references Appendix ADesign examples, p. 22 A.1Introduction A.2Design examples Appendix BFlexural analysis using nonlinear stress-strain curve of ASTM A1035 Dowel Bar StandardizationASTM A615 Grade 40 is recertifiable as AASHTO M227, 99% of time, ASTM A615 Grade 60 is also becoming re-certifiable as AASHTO M227 Grade 70-80 (Eder NC^2 March 2009) Dowel bar steel AASHTO M 227 Grade 70-80 (ASTM A 615 Grade 40 or 60)

ENGINEERING ET-M--15 (FAQ) About Epoxy-Coated

Bars meeting ASTM A615/A615M are avail-able in yield strength grades of 40, 60, 75, 80 and 100 [280, 420, 520, 550, and 690]. Bars meeting ASTM A706/A706M are avail-able in yield strength grades of 60 and 80 [420 and 550]. Bars meeting ASTM 996/ A996M are not as readily available as the other two steel types, but rail-steel bars are HIGH STRENGTH REINFORCING STEEL BARS:LOW CYCLE bar specimens. The low-cycle fatigue behavior of these four reinforcing bars, A615 Grade 60, A615 Grade 80, A706 Grade 60, and A706 Grade 80, were assessed in this research. The main findings that can be drawn from the results of this research are:1. Comparison of the results from the A615 Grade 60 and A615 Grade 80 testing indicates

High-Strength Reinforcing Bars Technical Note

The 2009 editions of ASTM A615 and ASTM A706 were the first to include requirements for Grade 80 reinforcing bars, which were adopted into the 2011 edition of ACI 318. Tables 20.2.2.4a and 20.2.2.4b of the 2014 edition of ACI 318 (ACI 2014) contain the latest requirements and limitations for nonprestressed deformed reinforcement January 1, 2020 - Cascade SteelAASHTO M31-19 Type S ASTM A615-18 M31-19 Type W ASTM A706-16 Bar Size 40 60 80 100 60 80 Tensile Strength, min, psi All 60000 90000 105000 115000 80000*2 100000*2 Yield Strength, min, psi All 40000 60000 80000 100000 60000 80000 Yield Strength, max, psi All N/A N/A N/A N/A 78000 98000 Elongation in 8 in., min % 3 11 9 7 7 14 12

January 1, 2020 - Cascade Steel

In addition to the above, material which is branded and certified as meeting the requirements of ASTM A615-18 and ASTM A706-16 Grade 60 or 80 meets the requirements of both specifications as permitted by Section 19.3.3 of A615 and 19.3.3 of A706. Jeff Kramer . Manager, Quality Assurance . Mixing A706 and A615 Rebar - Structural engineering I would be wary of specifying the same bar size in A615 and A706, regardless of how bulletproof your drawings and notes are. Remember, if there a 50-50 chance that a contractor can screw it up, it's likely to happen 9 times out of 10. If the element is cast with the wrong grade

Reinforcing bar specifications

Billet steelA615 Grade 60 re i n f o r cing bars conforming to A615 are the most widely used type and grade of re i n f o rcing steel. A major revision in the 1981 edition of the A615 standard is the deletion of Grade 40 bar sizes #7 through #11. The s t a n d a r d now covers Grade 40 bars only in sizes #3 t STRUCTURE magazine New Trends in Reinforcing Steel The 2009 editions of ASTM A615 and ASTM A706 were the first to include requirements for Grade 80 reinforcing bars, which were adopted into the 2011 edition of ACI 318. Material Properties. The design of any reinforced concrete member must satisfy the fundamental requirements for strength and serviceability as prescribed in ACI 318.

Simpson Strong-Tie SET-XP High-Strength Epoxy Adhesive

(ASTM A615 Grade 60) Nsa lb. 9,900 18,000 27,900 39,600 54,000 71,100 110,700 Strength Reduction Factor Steel Failure 0.657 Concrete Breakout Strength in Tension (2,500 psi f'c 8,000 psi)10 Effectiveness Factor Uncracked Concrete kuncr 24 Effectiveness Factor Steel grades according to American standards - A36, Grade 60 415 [60] 520 [75] 16 18 Grade 65 450 [65] 550 [80] 15 17 A588 - 04 Grade B 345 [50] 485 [70] 18 21 Grade C 345 [50] 485 [70] 18 21 A709 - 04a Grade 36 250 [36] 400-550 [58-80] 20 21 Grade 50 345 [50] 450 [65] 18 21 Grade 50S 345-450 [50-65] 450 [65] 0.85 18 21 A913 - 04 Grade 50 345 [50] 450

US Metric chart Grade 60 - Kelken

Steel Strength ASTM A615 Grade 60 Rebar (Plain or Epoxy Coated) Yield = Fy x Tensile Stress Area Tensile = Ft x Tensile Stess Area Shear = .50 x Ultimate Steel Strength Based on 3500 psi or greater compressive strength concrete 28 days old. All values based on properly installed Keligrout/Keligrout 101-p per Technical Data Sheets US Metric chart Grade 60 - KelkenSteel Strength ASTM A615 Grade 60 Rebar (Plain or Epoxy Coated) Yield = Fy x Tensile Stress Area Tensile = Ft x Tensile Stess Area Shear = .50 x Ultimate Steel Strength Based on 3500 psi or greater compressive strength concrete 28 days old. All values based on properly installed Keligrout/Keligrout 101-p per Technical Data Sheets

(PDF) A Comparison of ASTM A615 Grade 60 and Grade 80

A parametric study on tilt-up wall panels was conducted to determine if use of ASTM A615 Grade 80 reinforcement is more economical than ASTM A615 Grade 60 reinforcement in solid, slender

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