DrFuManchu
Structural
- Jun 24, 2005
- 1
I am a new member and an old fossil so bear with me.I have been in engineering for over 40 years.I am a Senior Mechanical and Strutural Designer.I have worked on many of the largest Materials Handling Projects in the world as a Chief Draftsman and Senior Checker.
I recently started another Project as a Contracter.I was approached last week by this firm regarding a completed Project that twiked my curiousity.
Apparently they had what I concider a catastrophic failure to a 3 inch Diameter shaft.I asked what they had Specified for Steel.The reply was Grade 1040,but the Fabricator substituted 44W.My initial reaction was that Grade 1040 is an Alloy Steel usually used for its Tensile properties.Grade 44W is generally used for Structural applications.
Was I correct in this assessment?
Warmest Regards,
I recently started another Project as a Contracter.I was approached last week by this firm regarding a completed Project that twiked my curiousity.
Apparently they had what I concider a catastrophic failure to a 3 inch Diameter shaft.I asked what they had Specified for Steel.The reply was Grade 1040,but the Fabricator substituted 44W.My initial reaction was that Grade 1040 is an Alloy Steel usually used for its Tensile properties.Grade 44W is generally used for Structural applications.
Was I correct in this assessment?
Warmest Regards,