One of the columns supporting the roof of a large building exerts a load of 1500kN on a circular footing. The footing will be a.) 1.2m below ground level in soil with a unit weight of 18,7g/ml, cohesion 52kPa and angle of internal friction of 25°. The water table is 0.5m deep. Allow a factor of safety of 2.5 and calculate the diameter of the footing. b.) Calculate the factor of safety if the footings' diameter is 1500mm.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Shallow Foundations-bearing Capacity
Section: Chapter Questions
Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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One of the columns supporting the roof of a large building exerts a load of 1500kN on a circular footing. The footing will be
a.) 1.2m below ground level in soil with a unit weight of 18,7g/ml, cohesion 52kPa and angle of internal friction of 25°. The
water table is 0.5m deep. Allow a factor of safety of 2.5 and calculate the diameter of the footing.
b.) Calculate the factor of safety if the footings' diameter is 1500mm.
Transcribed Image Text:One of the columns supporting the roof of a large building exerts a load of 1500kN on a circular footing. The footing will be a.) 1.2m below ground level in soil with a unit weight of 18,7g/ml, cohesion 52kPa and angle of internal friction of 25°. The water table is 0.5m deep. Allow a factor of safety of 2.5 and calculate the diameter of the footing. b.) Calculate the factor of safety if the footings' diameter is 1500mm.
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