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double Angle Connection
Review Report
Girder or Column
Results factor
Bolts d0 = mm mm mm MPa s = n = g1 = Fub = g2 = mm
Loading Pf = kN Vfy = kN
Beam Copes Lc1 = mm dc1 = mm dc2 = mm
Girder, Column, Beam Fy = MPa MPa Fu =
Beam E-B = mm
Double Angles mm MPa Lp = Fyp= Fup = MPa E-P = mm
Shear Connection (Double Angles)