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End Plate Connection
Review Report
Girder or Column
Results factor
Bolts d0 = in. in. in. ksi s = n = g = Fub =
Loading Pu = kips Vuy = kips
Beam Top Cope Lc1 = in. dc1 = in.
Plate tp = in. in. ksi Lp = wp = Fyp= Fup = ksi in. E-P = in.
Girder, Column, Beam Fy = ksi ksi Fu =
Beam E-B = in.
Welding w0 = in.
beam Bottom Cope Lc2 = in. dc2 = in.
if Lc1 = 0, no cope of Top flange; Lc2 = 0, no cope of bottom flangeif Lc1>0, Top Coped; Lc2 >0, Bottom Coped Shear Connection ( End Plate)