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This document discusses the design of tension members, specifically gusset plates, lug angles, and tension splices. It begins by introducing gusset plates, which are extra plates used to connect multiple members at a joint. Lug angles are then discussed as a type of short angle section that can be used to connect members when gusset plate length is limited. The document reviews code provisions for designing lug angles according to the percentage of force they must be able to develop. An example is presented

Author

DarsHan MoHan

Language

EN