Reinforcing tie splice lap lengths are specified for various rebar sizes in concrete frame columns and girders. The required lap length is one foot eight inches for number four bars, two feet two inches for number five bars, and two feet seven inches for number six bars.
TIE LAP AT FRAME COL AND GIRDERS 1'-8" FOR #4 2'-2" FOR #5 2'-7" FOR #6 d . d D D
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