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AD 395: Nominally pinned connections and axial forces

SCI is aware of a number of problems arising when the designers of structural frames have assumed “nominally pinned” connections in the frame design, but …

AD 396: Tying resistance of flexible end plates in one-sided connections

When calculating the resistance of a flexible end plate under a tying force, the design checks in the Green Books (Check 11 in SCI P212, 2009 and Check 11 in …


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