Several experts said that provide, but with prior engg approval, actually what needs to be reviewed by engg for approval....
Its a sliding shoe, the web strength doesn't effect much, intact on welding inside the relief area w.r.t pipe increases the strength... the web doesn't buckle down...
So its just dwg approval and no need of verifying the structural integrity.....
On Monday, July 15, 2019, atul khatri <atul.mnnit@gmail.com> wrote:
HI,Graphics shows that its a normal sliding support (i believe that line size is not higher than 10"). This weld relief will not impose any issue. These things generally happens and such notch does serve the purpose.So just go ahead but with prior approval.--On Sat, Jul 13, 2019 at 8:46 PM Chiranjeevi A <chiranjeevipuvvula@gmail.com> wrote:Dear all,--can we provide the weld relief slot as per the below snap for pipe shoe support to avoid circumferential weld (Field weld joint) clash,
Can we provide the weld---------- Forwarded message ---------
From: Chiranjeevi A <chiranjeevipuvvula@gmail.com>
Date: Fri, 12 Jul, 2019, 11:10 PM
Subject: Pipe shoe support_urgent
To: <materials-welding@googlegroups.com >Dear all,can we provide the weld relief slot as per the below snap for pipe shoe support to avoid circumferential weld (Field weld joint) clash
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