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AISC 341-05 Section 7.1 bolt shear strength a ductile limit state?

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AISC 341-05 Section 7.1 says the design of connections shall be configured
such that a ductile limit state in either the connection or the member
controls the design.

AISC 341-02 7.2 said the same thing for bolted joints.

Silly question: is bolt shear strength for high strength bolts a ductile
yield state or fracture limit state?

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