AISC - Fatigue Load and Slip Critical Connections
AISC - Fatigue Load and Slip Critical Connections
(OP)
Is there a definition for "Fatigue Load" in AISC or even a general definition?
My question stems from the requirement of a slip critical connection when the joint is "subject to fatigue load with reversal of the loading direction".
As an example: what if you had an overhang/cantilever beam which would have a reversible reaction at the far depending on the live load configuration. Does this qualify as a "fatigue load"?
Thanks!
My question stems from the requirement of a slip critical connection when the joint is "subject to fatigue load with reversal of the loading direction".
As an example: what if you had an overhang/cantilever beam which would have a reversible reaction at the far depending on the live load configuration. Does this qualify as a "fatigue load"?
Thanks!






RE: AISC - Fatigue Load and Slip Critical Connections
RE: AISC - Fatigue Load and Slip Critical Connections
EIT
www.HowToEngineer.com
RE: AISC - Fatigue Load and Slip Critical Connections
RCSC's 'Specification for Structural Joints Using High-Strength Bolts' Link has this:
RE: AISC - Fatigue Load and Slip Critical Connections