A plate-load test was conducted on-site in Cavite in which the soil was found to be clay. PLT was conducted using a circular plate having a diameter of 557 mm. The ultimate load for the test was found to be 554 kN/m2. What should be the maximum allowable load of a footing having a diameter of 2.25 m? Use an FS of 3.98.

A plate-load test was conducted on-site in Cavite in which the soil was found to be clay. PLT was conducted using a circular plate having a diameter of 557 mm. The ultimate load for the test was found to be 554 kN/m2. What should be the maximum allowable load of a footing having a diameter of 2.25 m? Use an FS of 3.98.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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