jshaw17
Mechanical
- May 24, 2007
- 14
I have almost zero experience in weld design and I am looking for some guidance. Let me describe my problem. I have a pipe and I need to slip on an annular plate and weld it to the pipe with a fillet weld. The plate is then loaded with a load w that acts concentrically all the way around the plate at a given distance from the pipe. See the attached drawing, sorry for the poor quality. I can determine the moment, shear and deflection of the annular plate for it being "fixed" at the inner ring and "free" at the outer ring. I want to determine if the weld will fail or be ok for a given loading. I am not looking for a step by step answer, just some guidance on how to analyze this particular weld. I have the AWS code and AISC steel manual but with out much experience I'm not sure how to apply it. Any help would be greatly appreciated. Thanks