Spread Footing Design
Topics:
Introduction
One of the most common ways to support the column is
spreading the column load over a large footing area. There two parts in spread footing design:
Service load design:
- The
footing area should be large enough so that soil pressure under the footing
is not larger than allowable soil bearing pressure
- The
weight of footing should be able to out-weigh column uplift due to wind or
seismic forces safely.
Reinforced concreter design:
- The
footing depth should be deep enough to resisting punching shear and direct
shear transferred from column load
- The
reinforcement in the footing should be designed to resist bending moments.
- The
dowels at the column-footing interface should be sufficient to transfer
column loads.
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