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  4. STATISTICAL ANALYSIS OF THE MECHANICAL

    yield strength for Grade 40 bars. Equation (2) is the PDF for yield strength for Grade 60 bars. Similarly, Eqs. (3) and (4) represent the PDFs for tensile strength for Grades 40 and 60 bars, respectively. Because they did not have data on the tensile strength of Grade 40 steel, Mirza and MacGregor (1979) arbitrarily selected Eq.

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    and 2 loose nuts. Loose means movable by hand, but still attached to the bolt shank. The test was repeated with the torque applied to the cover fasteners increased to 50 foot-pounds (600 lb-in). This torque value ensures the stress on the bolt is less than the yield strength, 0.2 % offset of 50 ksi for a Y2 inch diameter ASTM Al 93 Grade B7 bolt.

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    constant rate of 0.5 mV/sec and reversed upon attaining a current density of 1 mA/cm2. The scan was terminated at 0 mV with respect to the original open-circuit potential. All experiments were conducted with ASTM A537 class 1 carbon steel (a waste tank material of construction) discs 1.6 cm in diameter and 2.0 cm2 of wetted surface area. A yield strength a537 cl 2 for south carolina

  12. Small Grain 02 (August 2002) - Clemson University

    a 3-year period the varietys test weight was 2.8 % above the average of other varieties tested. This would be exceptional out-performance. Yield Index: The yield index indicates the percent above or below test average yield and the superscript shows the number of years compared. Consistent yielders have a positive index over several years.

  13. Ultimate Strength and Failure Mechanism of Resistance

    At the University of South Carolina, weldability, failure mecha-nism and strength of spot weld under static, fatigue and impact yield strength a537 cl 2 for south carolina 2 Material, Welding, Ultimate Strength Testing, and Results A high strength steel with sheet thicknesses 1.2 mm, 1.5 mm yield strength a537 cl 2 for south carolina the stress-strain curve as upper and lower yield strength of 359 MPa ~52 ksi! and 345 MPa yield strength a537 cl 2 for south carolina

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  22. 17-4 ph Stainless Steel, AMS5643, AMS5604

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    Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. Vertical reinforcement with a yield strength of less than 60,000 psi and/or bars of a different size than specified in the table are permitted in accordance with Section R404.1.2.3.7.6 and Table R404.1.2(9).Some results are removed in response to a notice of local law requirement. For more information, please see here.

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