I am fabricating built up Beam of size 300 x 400 x 11800 mm Lg. from
6000 mm lg. plate. flange thickness is 30 mm and web thickness is 20
mm and adjusted the butt joints with 100 mm staggering on web and
flange.
Can anybody tell me what is the requirement of staggering butt joints
in web and flange as per AWS D1.1.
Thanks in advance,
With Best Regards.
Manoj John
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