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AWS weld filler metal allowable
Does anyone know how the 0.3 factor was arrived at, that is used in table 2.3 of the AWS D1.1 Structural welding code for steel? This is for fillet weld allowable connection stress and is applied to the nominal tensile strength of the filler metal. Is this an experimentally obtained number...- eng6112
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- Forum: Structural engineering general discussion
