Beam Column Design for Double Angle

Canadian Codes

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Review Report

Shape Designation MPa f_y= Classification Section Information

mm Member Information L_y = L_x = mm k_x = k_y = n = mm C_f = kN kN.m M_fx = s =

C_f/C_r + M_fx/M_rx = C_f/C_r +w_x. M_fx/(M_rx .a_x)= k_x.L_x / r_x = k_y.L_y / r_y =

Stem in Tension Stem in Compression

Custom Shape Canadian Shape Beam Column Design for Double Angle