Construction a building on high-density area must be using foundation by column in side of
foundation and this condition cause a high moment. In this research, the moment was solute by installing
afoot under foundation. Objective of installing foot is to support the moment from load by moment
resistant from lateral earth pressure. Behavior of the footing foundation was studied by research in
laboratories. Laboratory test was doing by 3 variations on length and 3 variations on foot position.
Analysis of bearing capacity of fooling foundation was proposed by soil plastic condition assumed From
the research, bearing capacity of footing foundation was increasing will: increasing length of foot and
foot under column is the most ejective position. Analysis method that was developed gives satisfied
result.
