Rebar Development Length, cut Off, and Splicing

American Codes

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ksi f_y = General Information d_b = in. f^'_c = psi

Concrete Density sand-lightweight aggegate concrete lightweight aggegate concrete normal density concrete

Rebar Development Length, Cut Off, and Splicing

Hooked Anchorages Side cover ≥ 2.5 in. Tail cover > 2 in. enclosed within ties and stirrups, sapced not greater than 3 d_b Epoxy coated bars 180 degree 90 degree L_hb = in.

Compression Develop Length L_db= in.

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