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Compare the results of the Hansen and the Meyerhof bearing capacity formulas to the results of a field test that took a rectangular footing to failure when the load reached 1,863 kN. Given B = 0.5 m, L = 2.0 m, c = 0, ørieiel = 42° and y' = 9.31 kN/m (the WT is at the surface). Pult= 1,863 kN v WT D;= 0.5 m B= 0.5 m-

Compare the results of the Hansen and the Meyerhof bearing capacity formulas to the results of a field test that took a rectangular footing to failure when the load reached 1,863 kN. Given B = 0.5 m, L = 2.0 m, c = 0, ørieiel = 42° and y' = 9.31 kN/m (the WT is at the surface). Pult= 1,863 kN v WT D;= 0.5 m B= 0.5 m-

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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Compare the results of the Hansen and the Meyerhof bearing capacity formulas to the results of a field test that took a rectangular footing to failure when the load reached 1,863 kN. Given B = 0.5 m, L = 2.0 m, c = 0, ørieiel = 42° and y' = 9.31 kN/m (the WT is at the surface). Pult= 1,863 kN v WT D;= 0.5 m B= 0.5 m-
Transcribed Image Text:Compare the results of the Hansen and the Meyerhof bearing capacity formulas to the results of a field test that took a rectangular footing to failure when the load reached 1,863 kN. Given B = 0.5 m, L = 2.0 m, c = 0, ørieiel = 42° and y' = 9.31 kN/m (the WT is at the surface). Pult= 1,863 kN v WT D;= 0.5 m B= 0.5 m-
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