Joint Design "V" or Fillet
Joint Design "V" or Fillet
(OP)
Hello,
I am seeking a help in the subject matter. I am working on a project where Steel structure is in our scope. We have a Turbine building where we have a Main column having Web Thickness of 25-50 MM and Flange 40-63 MM.
My query is " Can we go ahead with Fillet weld between Web and flange joint. ?" request you to kindly suggest refrence documents for the same.
Regards
Aakash
I am seeking a help in the subject matter. I am working on a project where Steel structure is in our scope. We have a Turbine building where we have a Main column having Web Thickness of 25-50 MM and Flange 40-63 MM.
My query is " Can we go ahead with Fillet weld between Web and flange joint. ?" request you to kindly suggest refrence documents for the same.
Regards
Aakash





RE: Joint Design "V" or Fillet
http://www.FerrellEngineering.com
RE: Joint Design "V" or Fillet
It bothers me that you ask the question, It implies that you are not sufficiently knowledgeable in this field to be doing this work without the supervision of a qualified mentor. Your structure needs a well qualified and experienced structural engineer, it is not work for beginners.
Michael.
Timing has a lot to do with the outcome of a rain dance.
RE: Joint Design "V" or Fillet
Check what your local code says.
I would think that single pass fillet welds would be insufficient.