Structural · S-4CXA8

Standard Hook and Tie Details

Elements

Connections

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Standard reinforcing bar configurations illustrate ninety-degree hooks, one-hundred-thirty-five-degree seismic stirrup ties, one-hundred-eighty-degree hooks, and maximum offset bends for principal reinforcement. Bend diameters vary by bar size, with specific extension lengths such as six bar diameters or three inches minimum for seismic hooks and twelve bar diameters for standard hooks. Lap splice lengths are detailed for frame columns and girders based on bar size, ranging from one foot eight inches for number four bars to two feet seven inches for number six bars. General notes require all bends to be made cold, and number fourteen and eighteen bars must be bend-tested and approved prior to bending.

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