USTP Buba (Cagayan de Oro | Claveria | Jasaan | Oroquieta | Panaon Vilanueva Problem 5: A rectangular footing is 3meters along the y-axis and 4m along the x-axis. The footing has a total thickness of 900mm and supports the following loads: Axial Loads: D= 1080Kn L= 480kN E = 140kN Moment about y-axis: D = 240kNm L = 60kNm E = 88kNm The height of the fill above the footing is 1.8m, unit weight of soil is 17kN/m³ and of the concrete is 23.6kN/m³. Determine the following: (a) The eccentricity of the load measured from the y-axis. (b) The maximum soil pressure due to loads. (c) The minimum required allowable soil bearing pressure. L=3m B = 4.00 m yl M, hs = 0.90 m 1.80 m + he 0.90 m +

USTP Buba (Cagayan de Oro | Claveria | Jasaan | Oroquieta | Panaon Vilanueva Problem 5: A rectangular footing is 3meters along the y-axis and 4m along the x-axis. The footing has a total thickness of 900mm and supports the following loads: Axial Loads: D= 1080Kn L= 480kN E = 140kN Moment about y-axis: D = 240kNm L = 60kNm E = 88kNm The height of the fill above the footing is 1.8m, unit weight of soil is 17kN/m³ and of the concrete is 23.6kN/m³. Determine the following: (a) The eccentricity of the load measured from the y-axis. (b) The maximum soil pressure due to loads. (c) The minimum required allowable soil bearing pressure. L=3m B = 4.00 m yl M, hs = 0.90 m 1.80 m + he 0.90 m +

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...

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Subject: Civil Engineering*** NSCP 2015
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