Rebar Development Length, cut Off, and Splicing

Canadian Codes

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MPa f_y = General Information d_b = mm f^'_c = MPa

Rebar Development Length, Cut Off, and Splicing

Hooked Anchorages Side cover ≥ 60 mm Tail cover > 50 mm At least three stirrups or ties Epoxy coated bars Normal-Density concrete 180 degree 90 degree L_hb = mm

Compression Develop Length L_db= mm

Review Report

Tension Lap Splice	f_s / f_y ≤ 0.5	f_s / f_y > 0.5
max. 50% as spliced	L_d	1.3 L_d
max. 100% as spliced	1.3 L_d	1.3 L_d