Plan views of skewed beam-to-girder connections are categorized by skew angles. For angles less than forty-five degrees, the web and bottom flange configurations reference the wide-flange beam and girder connection schedule for plate and weld requirements. For angles of forty-five degrees or larger, modified weld symbols and plate details accommodate the wider skew geometry. Typical weld symbols and continuous welds (TW) are specified for the top and bottom flanges.
WEB BOT FLANGE LESS THAN 45° TOP & BOT SEE WF BM & GIRDER CONN SCHED FOR PLATE & WELD REQUIREMENTS PLAN VIEW WEB BOT FLANGE 45° OR LARGER TOP & BOT SEE WF BM & GIRDER CONN SCHED FOR PLATE & WELD REQUIREMENTS PLAN VIEW M (TW) (TW) (TW)
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