double Angle Connection

Canadian Codes

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Review Report

Girder or Column Column Girder

Results factor

Bolts d₀ = mm mm mm MPa s = n = g₁ = F_ub = g₂ = mm

Loading P_f = kN V_fy = kN

Beam Copes L_c1 = mm d_c1 = mm d_c2 = mm No copes only top cope T+B copes

Girder, Column, Beam F_y = MPa MPa F_u =

Beam E-B = mm Angles welded to Beam Angles bolted to beam

Double Angles mm MPa L_p = F_yp= F_up = MPa Long leg with beam ? E-P = mm

Custom Shape Canadian Shape Shear Connection (Double Angles)