A square footing shown has the following details: Unit weight of soil = 17.66 kN/m3 Saturated unit weight of soil = 21.32 kN/m3 cohesion = 28.20 kPa friction angle = 30 degrees %3D B = 1.61 meter Df = 1.60 meter P 1,559.97 kN e/B = 0.14 --> one way eccentricity Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula. D. BX B Water table

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A square footing shown has the following details:
Unit weight of soil = 17.66 kN/m3
Saturated unit weight of soil = 21.32 kN/m³
cohesion = 28.20 kPa
%3D
friction angle = 30 degrees
%3D
B = 1.61 meter
Df = 1.60 meter
P 1,559.97 kN
e/B = 0.14 --> one way eccentricity
Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula.
D.
BXB
Water table
Transcribed Image Text:A square footing shown has the following details: Unit weight of soil = 17.66 kN/m3 Saturated unit weight of soil = 21.32 kN/m³ cohesion = 28.20 kPa %3D friction angle = 30 degrees %3D B = 1.61 meter Df = 1.60 meter P 1,559.97 kN e/B = 0.14 --> one way eccentricity Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula. D. BXB Water table
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