A cast-in-place concrete column frames into a post-tensioned concrete beam with a thickened slab edge at the connection zone. Column ties run continuously through the beam depth across the construction joints located above and below the intersection. Minimum two post-tensioned tendons run straight through the column core while slab tendons and beam reinforcement are sized per plan. Bottom bars hook into the column support and top bars develop into the slab.
CONCRETE COLUMN, SEE PLAN AND SCHED P-T BEAM, SEE PLAN COLUMN TIES TO RUN THROUGH BEAM CONSTRUCTION JOINT MIN (2) TENDONS ALONG THROUGH COLUMN CORE SLAB TENDONS, SEE PLAN CONSTRUCTION JOINT AND SCHEDULE HOOK BOTTOM BAR AT COLUMN DEVELOP TOP BARS INTO SLAB PER 2/S-601 THICKENED SLAB EDGE 36 2 1 S-512 SEE PLAN BEAM DEPTH, SEE PLAN SEE PLAN B A
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership