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Shear Tab (Simple Plate) Connection
Review Report
Girder, Column
Results factor
Bolts d0 = in. in. in. ksi s = n = g = Fub =
beam Bottom Cope Lc2 = in. dc2 = in.
Loading Vux = kips Pu = kips Vuy = kips
Beam Top Cope Lc1 = in. dc1 = in.
Plate tp = in. in. ksi L = a = Leh = Fyp= Fup = ksi in. in. E-p = in.
Girder, Column, Beam Fy = ksi ksi Fu =
Beam E-B = in. in. Leh2 =
Welding w0 = in.
if dc1 = 0, no cope of Top flange; dc2 = 0, no cope of bottom flangeFor one line of bolts, set g = 0 Shear Connection (Shear Tab)