![]() Reorganization and update of tables for prequalied base metals and ller metals and ![]() Qualication and prequalication: Clarication of conditions for backing Fatigue curve cases and gures revised to align with AISC 360 General: All tubular provisions, tables, and gures moved to a new “Tubular Structures” Clause and corresponding new section ofĬommentary Incorporation of AWS A5.36, Specication Specication for Carbon and Low-Alloy Steel Flux Cored Electrodes for Flux Cored Arc Welding and Metal Cored Electrodes for Gas Metal Arc Welding Steels not recommended for PWHT: added ASTM A709 A709 Grade HPS 100W and deleted ASTM A709 100 (690) and 100W (690W)ĭesign: Clarication regarding calculation of eective throat of a combination PJP are bevel groove weld and llet weld Additional provisions provisions for wrapping welds on opposite sides of a In addition to the editorial changes to the text and commentary to improve clarity and understanding of the provisions of the code, the following have been undertaken in the D1.1:2015 edition: ![]() ![]() Librairie technique, scientifique & industrielleĪWS D1.1/D1.1M 23rd Edition 2015 Structural Welding Code - Steel D1.1 spells out the requirements for design, procedures, qualications, fabrication, inspection and repair of steel structures made of tubes, plate and structural shapes that are subject to either static or cyclic loading. ![]()
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