This concrete column detail shows structural reinforcement using fifteen-millimeter reinforcing bars spaced at two hundred millimeters each way and each face. The column ties enclose the longitudinal bars with ninety-degree and one-hundred-and-eighty-degree hooks at the corners. A lap splice development length designated as ld is detailed for continuity with the adjacent concrete wall member. Additional dowels extend into the adjoining wall assembly to maintain structural load transfer.
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