How to calculate Builtup weld between flange to web in T-Section 1

[saruncivil]

Dear Creators,

How to calculate Builtup weld between flange to web in T-Section and if any reference please share.[highlight #4E9A06][/highlight]



Arun S

 

[desertfox]

Hi

How is the section loaded? is it a beam under static loads?

From the information you have given the size of fillet weld is governed by the thinner material i.e. 8mm, so the fillet weld leg length should be limited to that size.
To stress out the weld we need to know how its loaded, see this site:-

http://www.roymech.co.uk/Useful_Tables/Form/Weld_strength.html