Reinforcing steel continues through the joint and remains unspliced within two feet of the joint location. The structural joint runs perpendicular to the deck span, centered between supporting steel beams with a minimum three-foot clearance. Dimensioning establishes the joint placement zone between one-third minimum and two-thirds maximum span lengths.
2/3 'L' MAX. 'L'/3 MIN. CONTINUE REINF. THROUGH JOINT, DO NOT SPLICE REINF. WITHIN 2' - 0" OF JOINT JOINT PERP. TO DECK SPAN EQ EQ 3' - 0" MIN. A
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