Column Temporary Shoring
Becker Engineering, PC designed temporary shoring of an existing steel column in Brooklyn, NY. The existing footing for the 10-story column was proposed to be removed and replaced. BEPC designed shoring beams and a jacking procedure to support the existing column while the footing was removed and replaced. The jacking procedure allowed the shoring beams to be pre-loaded and prevented column settlement after the footing was removed.
PreviousSupport of Excavation