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3D Render American Canadian GeneralIm-Export
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Shear Tab (Simple Plate) Connection
Review Report
Girder or Column
Results factor
Bolts d0 = mm mm mm MPa s = n = g = Fub =
beam Bottom Cope Lc2 = mm dc2 = mm
Loading Vfx = kN Pf = kN Vfy = kN
Beam Top Cope Lc1 = mm dc1 = mm
Plate tp = mm mm MPa L = a = Leh = Fyp= Fup = MPa mm mm E-p = mm
Girder, Column, Beam Fy = MPa MPa Fu =
Beam E-B = mm Leh2 = mm
Welding w0 = mm
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)