Tag Archive for Tag: Fasteners in Tension

Tag: Fasteners in Tension Hanger Connections

In buildings, end connections for hangers should be designed for the full loads on the hangers. In trusses, however, the AISC specification requires that end connections should develop not only the design load but also at least 50% of the effective strength of the members. This does not apply if a smaller amount is justified by an engineering analysis that

View Article...