W Bracing Connection with Claw Angles

Canadian Codes

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Review Report

Bracing a = Designation e_b = mm

Results factor

Bolts on Web of Bracing mm g_w = mm n_w = p_w =

Loading C_f = kN

Gusset Plate t_g = mm e_g = mm

Material F_y = MPa F_u = MPa F_yp = MPa F_up = MPa F_ya = F_ua = MPa MPa d₀ = mm F_ub = MPa

Web Connection Plates t_c = mm e_c = mm w_c = mm

Bolts on Flanges of Bracing n_f = g_f = mm p_f = mm g₁ = g₂ = mm mm

Claw Angles long leg bolted to gusset plate ? Designation e_a = mm

Beam & Column Beam Column Gusset Connect to Column Web?

Custom Shape Canadian Shape W Bracing Connection with Claw Angles