Tension and Bending

Canadian Codes

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Tension and Bending

Review Report

Shape Designation MPa f_y= Classification Member Information L_x = mm k_x = mm L_y = k_y =

Slendness k_x.L_x / r_x = k_y.L_y / r_y =

M_f/M_r - T_f. S / (M_r.A) = Cross Section Strength T_f / T_r+ M_f / M_r =

M_fx = Loading kN.m w_2x = T_f = kN

w_2x = 4 M_max / [M_max² + 4 M_a² + 7 M_b² + 4 M_c² ]^0.5 <= 2.5 M_max - maximum factored bending moment M_a - factored bending moment at one-quarter point M_b - factored bending moment at midpoint M_c - factored bending moment at three-quarter point

Tension and Bending