Structural · S-DCHRJ

Moment Frame Baseplate Detail

Materials

Concrete

Elements

Floors / Slabs Reinforcing

Connections

Base Plate / Anchorage Rebar Splice / Development

About this detail

A steel column sits on a baseplate set over a maximum 4-inch layer of non-shrink grout within a concrete pocket measuring up to 10 inches deep. Anchor rods extend deep into the reinforced concrete footing, which features footing top reinforcement with standard hooks at the pocket and additional layers of number 8 bars placed each way centered on the baseplate. The surrounding concrete slab on grade and reinforcing are coordinated per plan, maintaining a typical 2-inch clearance around leveling nuts. Lap splices and dowel arrangements are detailed with a minimum 25-inch embedment.

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