End Plate Connection

American Codes

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Review Report

Girder or Column Column Girder

Results factor

Bolts d₀ = in. in. in. ksi s = n = g = F_ub =

Loading P_u = kips V_uy = kips

Beam Top Cope L_c1 = in. d_c1 = in.

Plate t_p = in. in. ksi L_p = w_p = F_yp= F_up = ksi in. E-P = in.

Girder, Column, Beam F_y = ksi ksi F_u =

Beam E-B = in.

Welding w₀ = in.

beam Bottom Cope L_c2 = in. d_c2 = in.

Custom Shape American ShapeASDLRFDif L_c1 = 0, no cope of Top flange; L_c2 = 0, no cope of bottom flange if L_c1>0, Top Coped; L_c2 >0, Bottom Coped Shear Connection ( End Plate)