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Df = A footing load test produced the following data: 0.5m, B 0.5m, L = 2.0m, Y'soil = 9.31 kN/m³, dtr = 42.5°, c = 0, = Pult. (measured) = 1863.kN, qult. (measured) = 1863/0.5x2 = 1863 kN/m². Required: compute qult. by Hansen's and Meyerhof's equations and compare computed with measured values.

Df = A footing load test produced the following data: 0.5m, B 0.5m, L = 2.0m, Y'soil = 9.31 kN/m³, dtr = 42.5°, c = 0, = Pult. (measured) = 1863.kN, qult. (measured) = 1863/0.5x2 = 1863 kN/m². Required: compute qult. by Hansen's and Meyerhof's equations and compare computed with measured values.

Structural Analysis
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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A footing load test produced the following data: Df = 0.5m, B 0.5m, L = 2.0m, Y'soil = 9.31 kN/m³, dtr = 42.5°, c = 0, Pult. (measured) = 1863.kN, qult. (measured) = 1863/0.5x2= 1863 kN/m². Required: compute qult. by Hansen's and Meyerhof's equations and compare computed with measured values. =
Transcribed Image Text:A footing load test produced the following data: Df = 0.5m, B 0.5m, L = 2.0m, Y'soil = 9.31 kN/m³, dtr = 42.5°, c = 0, Pult. (measured) = 1863.kN, qult. (measured) = 1863/0.5x2= 1863 kN/m². Required: compute qult. by Hansen's and Meyerhof's equations and compare computed with measured values. =
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