Single Angle Bracing

Canadian Codes

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Review Report

Designation MPa f_y= Classification Information L = mm k = T_f = kN mm t_p = mm e =

Slenderness k . L / r =

T_f / T_r+ M_f / M_r =

Only applicable to angles with equal legs

M_f/M_r - T_f. S / (M_r.A) =

Custom Shape Canadian Shape Single Angle Bracing in Compression Single Angle Bracing in Tension