Transcription of Design of Skewed Connections - AISC
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Design of Skewed Connections - AISC
140 / ENGINEERING JOURNAL / THIRD QUARTER / 2001 ABSTRACTS kewed Connections result when members frame to eachother at an angle other than 90 . This paper providessome guidance in the choice of connection, based on safetyand economy, and discusses some of the Design considera-tions required for these standard connection details assume that the membersbeing connected frame at right angles to each other. In moststructures there will be some members, which do not meetat right angles. These are referred to as Skewed require special Design considerations to provide forsafety while providing an economic FOR Skewed Connections TO BEAMSThe preferred Skewed Connections for economy and safetyare single plates (Figure 1) and end plates (Figure 2).
that for the same connection to a beam web. An additional eccentricity e y, which causes a moment about the column weak axis, is present in these connections as shown in Fig-ures 9 through 12. The column design should be checked for this moment. In many cases, other members framing to the column may provide enough restraint to offset this ...
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