Research Article

Failure Modes and Resistance of Perforated Steel Rib Shear Connectors under Uplift Forces

Table 5

Calculation results of the contribution of rib flange to the load capacity.

Labelbf (mm)arib (mm)ac (mm)trib (mm)hrib (mm)fy,rib (MPa) (MPa)fct (MPa)Ab,0 (×103 mm2)Ffrib,u (kN)Ffc,u1 (kN)Ffc,u2 (kN)Ff,u (kN)

T-230180200610036543.04.6659.11857.6102.259.1