Prequalified partial joint penetration weld

The SCM Table SCM pages through presents that design parameters for the most common prequalified welds used for structural building connections. Partial Joint Penetration Groove Weld Sizes If I understand the setup of your question properly, you are adding the worse possible cases together in your calc for joint strength, and then using that to set the joint prep conditions to get the final prep thickness. It is an error to assume every welder is an expert with 30 years of diverse experience and has a firm understanding of metallurgy, design, and examination. I do not know, but if it was a concern for my application I would ask for an official interpretation. It would be easy to conclude that AWS D1. In response to your question regarding table 4.
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Partial Joint Penetration Groove Weld Sizes

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Definition No; Not mandatory but permissible. There is a good discussion of inspection techniques starting on SCM pg Is there any supporting or rejection clause exist in AWS D1. Ultrasonic or X-ray techniques can detect hidden defects of welds but are very expensive. The welder is qualified using FCAW on a CJP grooved joint, 1-inch plate, all positions, the joint is a double-sided V-groove where back gouging was used to ensure weld soundness. Where it is necessary to achieve this level of quality, the requirements should be focussed on the relevant joint detail, so that the contractor has the opportunity to prepare welding procedure specifications , to qualify welders and to develop inspection and test techniques accordingly.
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You should take some time to examine this table. I now must consider my position carefully, I may have to concede defeat. Many projects will specify that these techniques be used to spot check the welding on a certain percentage of the welds and on all welds that are deemed to be particularly critical. Always good to debate these issues, keeps the brain cells engaged, Have a good weekend, Regards, Shane. Full penetration butt welds are designed to transmit the full strength of the section.
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Secondly, I will revert to my earlier posting; Inquiry: Based on your assumption, the welder is qualified for all grooves and fillets, all position, including pipe over 24 inches in diameter, unlimited thickness. That being said, the table referenced table 4. In this case, it is possible that the project team was looking for a more comprehensive analysis due to a critical connection required by their design. Hi Al, Just going through some old interpretations and noticed this regarding "standardized tests".
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