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2. Design of Welded Connections 2.1 Stresses
app.aws.org2.7 Beam End Connections Welded beam end connections shall be designed in accordance with the assumptions about the degree of restraint involved in the designated type of construction. 2.8 Ecc entricity In the design of welded joints, the total stresses, including those due to eccentricity, if any, in alignment of the connected parts and the