May 19, 2006 · How do you calculate for the Ultimate Shear Strength of a Material? I have a SS416 heat treated at 800 (From Machinery Handbook) and now has: Yeild Strength: …

Jul 4, 2012 · This arises as group 2 and 3 materials follow the same formula for determining rating, but use a yield strength factor of 70% instead of 60%. So a hydrotest at 1.5x design …

Dec 29, 2010 · Is using the precise yield strength indicated on a mill certificate a bad idea for design? It seems they are taking a shortcut rather than just sizing the post appropriately. At a …

Apr 22, 2011 · Table 2 gives the tensile requirement of 60k (420) for grade 40 Rebar with a grade 40 designation offers a minimum yield strength of 40,000 pounds per square inch and …

Mar 21, 2012 · Since yield strength is indicated as Re, elongation as A, etc, the applicable standard is EN 10002-1, which is the European equivalent to ASTM E8 or ASTM A370. The …

Feb 3, 2015 · A higher strength may have been used for construction. As manstrom suggested, it is a good idea to do some testing. Also, in the 1950's the design would have been made using …

Jul 7, 2004 · I would avoid using "0" or zero as a yield strength, since you can get division by zero errors. In truth, the yield strength of cast iron would not be zero but would be at or very close …

Jul 5, 2021 · Good Evening fellow engineers, I am working on a project with a36 beam. I know that tensile yield stress for a36 is 36000 PSI and based on steel designer handbook shear …

Oct 28, 2016 · The proof stress by definition is a reported tensile yield strength. So, 0.2% offset would be equal to 0.2% tensile YS.

May 8, 2010 · Dears, What is relationship between weld material and base material yield strength, what factors are considered to weld the load carrying structures, i.e. selecting the weld rods …