HomeCanadian Codes
3D Render American Canadian GeneralIm-Export
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
End Plate Connection
Review Report
Girder or Column
Results factor
Bolts d0 = mm mm mm MPa s = n = g = Fub =
Loading Pf = kN Vfy = kN
Beam Top Cope Lc1 = mm dc1 = mm
Girder, Column, Beam Fy = MPa MPa Fu =
Beam E-B = mm
Welding w0 = mm
beam Bottom Cope Lc2 = mm dc2 = mm
Plate tp = mm mm MPa Lp = wp = Fyp= Fup = MPa mm E-P = mm
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)