Transcription of 2. Design of Welded Connections - American Welding Society
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2. Design of Welded Connections - American Welding Society
5 AASHTO/AWS :2002 Part AGeneral and complete information regarding location,type, size, and extent of all welds shall be clearly shownon the drawings. The drawings shall clearly distinguishbetween shop and field welds. Unless specifically indi-cated in the Design , all groove welds, both shop and field,shall be complete joint penetration (CJP) groove joints or groups of joints for which it is espe-cially important that the Welding sequence and techniquebe carefully controlled to minimize shrinkage stressesand distortion shall be so noted on shop and Design drawings shall specify the effectiveweld length and, for partial joint penetration (PJP) groovewelds, the required weld size, as defined in Shop orworking drawings shall specify the groove angles ( and ) and depths (S) applicable for the weld size (E)
DESIGN OF WELDED CONNECTIONS AASHTO/AWS D1.5M/D1.5:2002 7 2.5 Welded Filler Plates 2.5.1 Welded filler plates (see Figures 2.1 and 2.2) are designated Category E fatigue details and shall be avoided when joining tension and reversal of stress mem-
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