In designing three plate built up girders are there any guidelines for restricting the maximum leg size of the flange to web fillet weld?The larger the weld size the more difficult it becomes for controlling distortion. The fillet weld is continuous and on both sides. I am looking for rules like "if the web size is 10mm. then the max. weld size shoudld not exceed-----?"
Any codes, papers or practical help!
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