Lincoln Electric manual Filler Metals All D1.8 Welds, Filler Metals Demand Critical Welds

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D1.8 Seismic Supplement Welding Manual

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From a practical perspective, it is expected that most contractors doing D1.8 work will use the same filler metals for both Demand Critical welds and other welds that are part of the seismic force resisting system. The effort required to segregate the different filler metals for different joints, and the potential consequences of inadvertently using the wrong filler metal to make a Demand Critical weld, suggest that it is prudent to use the same materials (i.e., those qualified for Demand Critical welds) throughout a project.

Filler Metals – All D1.8 Welds

Certificates of conformance for Lincoln Electric’s D1.8 products can be obtained at http://www.mylincolnelectric.com/LEExtranet/MyLincolnCerts/site/awsd.aspx. Charpy V-Notch (CVN) properties and diffusible hydrogen levels for each product are contained in these certificates.

For all work done under D1.8, filler metals are required to meet a minimum Charpy V-Notch requirement of 20 ft•lbf at 0°F, as measured in a standard AWS A5 filler metal classification test. Higher values for the CVN energy (i.e., >20 ft•lbf) are acceptable, as are test results involving lower testing temperatures (i.e., lower than 0°F). See D1.8, clause 6.3.1 and Table 6.1.

Most filler metals are required to be capable of depositing weld metal with a maximum diffusible hydrogen content of 16 mL per 100 grams of deposited weld metal, meeting the requirement for H16. Lower diffusible hydrogen levels are acceptable (for example, H8, H4, or H2). Exemptions from the requirement include SMAW electrodes with low hydrogen coatings which may be accepted based on meeting AWS A5.1 or A5.5 electrode specification for coating moisture content. Solid electrodes for GMAW and EGW are exempted from any hydrogen measurement. See D1.8, clause 6.3.2.

When FCAW-S filler metals are combined with filler metals deposited by other processes, the combination of the two must be checked to ensure that the minimum required Charpy V-Notch toughness can be obtained. Annex B of D1.8 prescribes the required tests. Such testing is not required when FCAW-S is intermixed with other FCAW-S. Alternatives to Annex B testing are also permitted by D1.8. See D1.8, clause 6.3.4 and Annex B. Annex B of this manual contains intermix data on Lincoln Electric products.

Filler Metals – Demand Critical Welds

In addition to meeting the requirements above, filler metals used for making Demand Critical welds are required to meet even more stringent requirements. Included are tests to evaluate the weld metal mechanical properties at high and low heat input levels, as well as a variety of means by which lot-to-lot consistency of filler metals is ensured.

The actual mechanical properties (tensile, elongation and CVN toughness) of deposited weld metal are dependent on a variety of factors, including the cooling rate experienced during the welding cycle. As cooling rates are increased, the yield and tensile strength of the weld deposit typically increases, but the elongation usually decreases. Conversely, slower cooling rates result in lower strength deposits with greater elongation. Charpy V-notch toughness values are typically optimal at an intermediate cooling rate, and significant changes in cooling rate (both increases and decreases) will often result in lower CVN values.

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Contents D1.8 Seismic Supplement Welding Manual Introduction Table of ContentsCustomer Assistance Policy Document UpdatesBackground D1.8 Seismic Supplement Welding Manual Purpose and Use of This Manual SpecificationsAWS D1.8 and Other Specifications AWS D1.8 and Aisc SpecificationsAWS D1.8 and Other AWS Standards AWS D1.8 and Contract DocumentsAWS D1.8 and Fema Content Overview of D1.8New Terminology Three Kinds of Welds See D1.8, clauseDifferences between AWS D1.8/D1.8M2005 and AWS D1.8/D1.8M Differences between Fema 353 and AWS D1.8Engineers User’s Guide to AWS D1.8Structural Detailers Fabricators and ErectorsWelder Qualification D1.8 Seismic Supplement Welding Manual Filler Metals General Welding Procedure Specifications WPSsFiller Metals Demand Critical Welds Filler Metals All D1.8 WeldsSee D1.8, clause Techniques Regarding Production Welding InspectorsRegarding Welder Qualification Regarding Filler MetalsRegarding the Protected Zone Regarding Structural DetailsLincoln Electric Products D1.8 Seismic Supplement Welding Manual Heat Input Limits for Demand Critical Welds Exposure TestingHeat Input Limits for Demand Critical Welds cont’d Appendices Smaw and Gmaw Certificates of Conformance Additional Certificates Available OnlineMetal-Cored Wire Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Meets ALL Requirements of AWS D1.82009 Appendix B Intermix Testing D1.8 Seismic Supplement Welding Manual Appendix C Alternative To Production Lot Testing D1.8 Seismic Supplement Welding Manual D1.8 Seismic Supplement Welding Manual D1.8 Seismic Supplement Welding Manual District Sales Offices Automation Division