Tensile yielding occurs over the gross cross section of elements in tension such as flange plates in a moment connection or even the beam itself. The tensile yielding capacity is calculated per the AISC Specification J4.1. The shear rupture capacity is calculated per the AISC 360-10 specification, section J4.2.
Shear rupture occurs over the net cross section of elements in shear, such as shear tabs. The capacity is calculated per equation G2-1 and the Cv values are calculated using G2-2, G2-3, G2-4 and G2-5. In this case the shear yielding capacity is calculated per the AISC 360-10 specification, section G2.1. The shear yielding capacity is calculated per the AISC 360-10 specification, section J4.2.Ī special case occurs when considering the beam web shear yielding. Shear yielding occurs over the gross cross section of elements in shear, such as shear tabs. These material checks are common to many different connection types.
0 kommentar(er)
