Tag Archives
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 …
