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Bolted flange plate connections are formed by welded with CJP groove welds the column flange and bolted to the beam flange. The beam web is connected to the column flange using a bolted shear tab with bolts in short-slotted holes. The connection model in accordance with AISC 358-16 Figure 7.1 is made automatically.
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Basics
Ductile failure limit state (Yielding Limit State):
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