ABSTRACT

Crotch plates are used to reinforce wyes and outlets on welded steel pipe; however, they represent a challenge, since complex geometry may be unfavorable to welder access. Inadequate welder access can have a negative effect on weld quality and compromise the strength and serviceability of these important components of water conveyance systems. This paper examines welder access given the complex geometry of crotch plates, welding details, welding processes, welding position, and limitations imposed by welding codes and provides guidance to designers and fabricators of crotch plates. Example problems are presented with assistance from a contour chart and table that circumvent rigorous calculations to simply understanding of welder access to crotch plates.

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REFERENCES

AWWA (American Water Works Association). AWWA C208. (2022). Dimensions for Fabricated Steel Water Pipe.
AWWA (American Water Works Association). AWWA M11. (2017). Steel Water Pipe: A Guide for Design and Installation, Fifth Edition.
AWS (American Welding Society). AWS D1.1. (2020). Structural Welding Code – Steel D1.1/D1.1M.
AWWA (American Water Works Association). (1955). Design of Wye Branches for Steel Pipe, by H. S. Swanson, H. J. Chapton, W. J. Wilkinson, C. L. King, and E. D. Nelson, Journal American Water Works Association, Vol. 47, No. 6, June 1955.
ASCE. (2023). Code Welding Details for Mitered Elbows, C. Sundberg, San Antonio, TX.
ASCE. (2017). Design of True Wye Branches, C. Sundberg & J. Call, Phoenix, AZ.
ASCE. (2016). Design and Fabrication of Reducing Elbows, C. Sundberg and J. Call, Kansas City, MO.
ASCE. (2014). Welding Details for Welded Steel Wye Branches, C. Sundberg, Portland, OR.
ASCE. (2012). Tangent Outlet Design for Welded Steel Pipe, C. Sundberg, Miami, FL.
ASCE. (2008). Fabrication of Welded Steel Wye Branches, C. Sundberg, Atlanta, GA.

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Go to Pipelines 2024
Pipelines 2024
Pages: 282 - 291

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Published online: Aug 30, 2024

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Chris C. Sundberg, S.E., M.ASCE [email protected]

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