The straight bar condition where the seismic development length exceeds the confined core length. The confined core length is measured from the face of ties. Beyond the confined core length, the extended development length is calculated as the seismic load development length per schedule minus the confined core length, multiplied by 1.6.
STRAIGHT BAR CONDITION WHERE "SEISMIC" Ld IS GREATER THAN CONFINED CORE LENGTH CCL OUTSIDE FACE OF TIES OUTSIDE FACE OF TIES CCL SCHED MINUS CCL) x 1.6 ("SEISMIC Ld PER
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