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D1.8 Seismic Supplement Welding Manual
www.lincolnelectric.com
19
References
1. Federal Emergency Management Agency, July 2000, Recommended
Specifications and Quality Assurance Guidelines for Steel Moment -
Frame Construction for Seismic Applications (FEMA 353),
FEMA, Washington, D.C.
2. American Welding Society, 2005, Structural Welding Code-Seismic
Supplement (AWS D1.8/D1.8M:2009), AWS, Miami, FL.
3. American Institute of Steel Construction, 2005, Specifications for
Structural Steel Buildings (AISC 360-05), AISC, Chicago, IL.
4. American Institute of Steel Construction, 2005, Seismic Provisions
for Structural Steel Buildings (AISC 341-05), AISC, Chicago, IL.
5. American Institute of Steel Construction, 2005, Prequalified
Connections for Special and Intermediate Steel Moment Frames
for Seismic Applications (AISC 358-05), AISC, Chicago, IL.
6. American Welding Society, 2010, Structural Welding Code-Steel
(AWS D1.1/D1.1M:2010), AWS, Miami, FL.
7. American Welding Society, 1999, Structural Welding Code-Stainless
Steel (AWS D1.6/D1.6M:1999), AWS, Miami, FL.
8. American Welding Society, 2005, Specification for Carbon Steel
Electrodes for Flux Cored Arc Welding (AWS A5.20/A5.20M:2005),
AWS, Miami, FL.
References
Consumable AWS Certificates:
http://www.lincolnelectric.com/products/certificates/
Safety References
Material Safety Data Sheets (MSDS):
http://www.lincolnelectric.com/product/msds/
ANSI Z49.1:
http://www.lincolnelectric.com/community/safety/
E205 Safety Booklet, and other Arc Welding Safety Materials:
http://www.lincolnelectric.com/community/safety/
Safe Practices Article:
http://www.lincolnelectric.com/knowledge/articles/content/lenstaybl.asp
Note
A FEMA 353 Welding Manual was prepared and is still available for download
at http://content.lincolnelectric.com/pdfs/products/literature/c160.pdf.
Also, FEMA 353 is available for download at
http://www.fema.gov/plan/prevent/earthquake/pdf/fema-353.pdf.
Regarding Structural Details
Ensure that weld access holes are properly prepared. See D1.8, clause 6.9.
Ensure that weld tabs and backing have been removed, when required. See D1.8, clause 6.7, 6.10.
Regarding the Protected Zone
Ensure that no unauthorized welds or attachments have been added. See D1.8, clause 6.15.
Ensure that no unacceptable notches or gouges are in the protected zone. See D1.8, clause 6.15.
Ensure that repairs in the protected zone are properly made and inspected, as necessary.
See D1.8, clause 6.15.