A 100 kN column load is applied on the ground surface. Compute and plot the distributions of the vertical stress increment under the center of the footing with the depth to z = 10 m in the following cases. (a) 100 kN is applied as a point load. (b) 100 kN is applied on a 2.0 m x 2.0 m square footing (use 2:1 slope method). %3D (c) 100 kN is applied on a 2.257 m diameter circular footing. Note that the stress intensity at the footing level for (b) and (c) is the same.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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CEN-333 Geotechnical

A 100 kN column load is applied on the ground surface. Compute and
plot the distributions of the vertical stress increment under the center of
the footing with the depth to z = 10 m in the following cases.
(a) 100 kN is applied as a point load.
(b) 100 kN is applied on a 2.0 m × 2.0 m square footing (use 2:1 slope
method).
(c) 100 kN is applied on a 2.257 m diameter circular footing.
Note that the stress intensity at the footing level for (b) and (c) is the
8.9
same.
Transcribed Image Text:A 100 kN column load is applied on the ground surface. Compute and plot the distributions of the vertical stress increment under the center of the footing with the depth to z = 10 m in the following cases. (a) 100 kN is applied as a point load. (b) 100 kN is applied on a 2.0 m × 2.0 m square footing (use 2:1 slope method). (c) 100 kN is applied on a 2.257 m diameter circular footing. Note that the stress intensity at the footing level for (b) and (c) is the 8.9 same.
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