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 795 mm. The ultimate load for the test was found to be 628 kN/m². What should be the maximum allowable load of a footing having a diameter of 3.7 m? Use an FS of 4.85.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 795 mm. The ultimate load for the test was found to
be 628 kN/m². What should be the maximum allowable load of a footing having a diameter of 3.7 m? Use
an FS of 4.85.
Transcribed Image Text: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 795 mm. The ultimate load for the test was found to be 628 kN/m². What should be the maximum allowable load of a footing having a diameter of 3.7 m? Use an FS of 4.85.
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