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This document summarizes several studies on the effect of tie beam dimensions on the vertical and horizontal displacement of isolated footings. A finite element analysis was conducted using PLAXIS 3D to investigate how the length and height of tie beams connecting two footings impacts displacement. It was found that displacement increases with longer tie beams and decreases with increased tie beam height or angle of internal friction in soil. Deeper footings also decrease displacement. The document reviews

Author

Ahmed Mohammed

Language

EN