Hello,
As per the image below, it is difficult to perform complete welding of the pipe with beam's web plate, hence the client is recommended to cut some portion of the top and bottom flange and complete the welding of the pipe with the web plate of the I beam, then re-weld the portion again...
Hello,
we are into pre engineered building structures, and my question is our built up beam thickness is 8mm for web and 10 for flange, but the problem is we are running out of 8 mm plate and we have 4mm plates in stock. So how can i use that 4mm plates together (plug/slot) or lap joint to...
Hello,
we are into pre engineered building structures, and my question is our built up beam thickness is 8mm for web and 10 for flange, but the problem is we are running out of 8 mm plate and we have 4mm plates in stock. So how can i use that 4mm plates together (plug/slot) or lap joint to...
Hi,
We qualified our welders in S275 to S355 materials in AWS D1.1, SMAW, 3G position and submitted to client and client has approved the WPQR . While during the production welding one of our qualified welder was welding S275 to S275 material and another welder was welding S355 to S355 material...
