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Pile Capacity Analysis for Marina View by magdyamdb is a document available to read on EtoBox.

This document provides column loading data from two engineering firms, Maunsell and Meinhardt, for a building project. It compares the column load capacities calculated by each firm and finds differences ranging from -41% to 16%. It also provides pile capacity data for different pile groups. The maximum pile group capacity is 103% of the applied load with an eccentricity of 0.9m.

Author
magdyamdb
Language
EN