Shear Tab (Simple Plate) Connection

American Codes

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Review Report

Girder, Column Column Girder

Results factor

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

beam Bottom Cope L_c2 = in. d_c2 = in.

Loading V_ux = kips P_u = kips V_uy = kips

Beam Top Cope L_c1 = in. d_c1 = in.

Plate t_p = in. in. ksi L = a = L_eh = F_yp= F_up = ksi in. in. E-p = in.

Girder, Column, Beam F_y = ksi ksi F_u =

Beam E-B = in. in. L_eh2 =

Welding w₀ = in.

Custom Shape American ShapeASDLRFDif d_c1 = 0, no cope of Top flange; d_c2 = 0, no cope of bottom flangeFor one line of bolts, set g = 0 Shear Connection (Shear Tab)