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Maximum tensions calculation transmitted to the soil by isolated rectangular footing under biaxial load (Eli Czerniak method)
Journal: Journal Boliviano de Ciencias (Vol.15, No. 45)Publication Date: 2019-04-30
Authors : Limbert Coro Huayta Marcelo Borda Reyes;
Page : 62-76
Keywords : Engineering; Architecture;
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Find it from : Google Scholar
Abstract
All foundations of buildings in seismic hazard zones should be analyzed in accordance with the resultant eccentric vertical load. The purpose of this work is to develop a computational application to calculate the biaxial distribution of pressures or tensions in the base of rigid rectangular footing.
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