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3D Render American Canadian GeneralIm-Export
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stiffened Extended Shear Tab Connection
Review Report
Column
Results factor
Bolts d0 = mm mm mm MPa s = n = g = Fub =
Beam in Column Strong Axis Mf = kN.m Pf0 = kN
Shear Tab Plate tp = mm a = e = mm mm
Steel Properties Fy = MPa MPa Fu = Fyp= MPa Fup = MPa
Beam in Column Weak Axis Vfx = kN Vfy = kN kN Pf =
Doubler Plate td = mm
Stiffener Plates ts = mm
For one line of bolts, set g = 0 Stiffened Extended Shear Tab Connection