stiffened Extended Shear Tab Connection

American Codes

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Review Report

Column

Results factor

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

Beam in Column Strong Axis M_u = kips-ft. P_u0 = kips

Shear Tab Plate t_p = in. a = e = in. in.

Steel Properties F_y = ksi ksi F_u = F_yp= ksi F_up = ksi

Beam in Column Weak Axis V_ux = kips V_uy = kips kips P_u =

Doubler Plate t_d = in. doubler Plate ?

Stiffener Plates t_s = in.

Custom Shape American Shape ASD LRFDFor one line of bolts, set g = 0 Stiffened Extended Shear Tab Connection