Flexural Capacity for W, WWF, HP, S, C, HSS

Canadian Codes

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Review Report

Shape Designation MPa f_y= Classification Section Information L₀= mm

Results L_u = M_rx = kN.m M_ry = kN.m mm

Moment Profile M_fmax = kN.m w₂ =

w₂ = 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

Flexural Capacity