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3D Render American Canadian GeneralIm-Export
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Single Angle Connection
Review Report
Girder, Column
Results factor
Bolts d0 = in. in. in. ksi s = n = g1 = Fub = g2 = in.
Loading Pu = kips Vuy = kips
Beam Copes Lc1 = in. dc1 = in. dc2 = in.
Double Angles in. ksi Lp = Fyp= Fup = ksi E-P = in.
Girder, Column, Beam Fy = ksi ksi Fu =
Beam E-B = in.
Shear Connection (Single Angle)