Beam or Column Splice Design

American Codes

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Review Report

left Column or Beam right

Results factor

Flange Bolts g_f = in. in. in. p_f = r_f = e_f =

Web Connection Plates t_b = in. w_b = in. L_b = in. Double web Plates

Loading M_r = kips-ft P_r = kips V_r = kips

Flange Connection Plates t_f = in. L_f = in. w_f = in.

Web Bolts g_b = in. in. in. p_b = r_b = c_b = e_b0 = e_b = in.

Material member F_y = ksi ksi ksi ksi ksi member F_u = plate F_yp = plate F_up = bolt F_ub = bolt d₀ = in.

Custom Shape American Shape ASD LRFDBeam or Column Splice Design