Design a trapezoidal footing for the loading conditions given in the figure for a uniform soil pressure of 320 kPa. Ignore the weight of the trapezoidal footing and columns.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.22P: A flexible circular footing of radius R carries a uniform pressure q. Find the depth (in terms of R)...
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QUESTION 4
Design a trapezoidal footing for the
loading conditions given in the
figure for a uniform soil pressure of
320 kPa. Ignore the weight of the
trapezoidal footing and columns.
510 mm
P₁ = 3200 KN
5.55 m
510 mm
P, = 2700 KN
Transcribed Image Text:QUESTION 4 Design a trapezoidal footing for the loading conditions given in the figure for a uniform soil pressure of 320 kPa. Ignore the weight of the trapezoidal footing and columns. 510 mm P₁ = 3200 KN 5.55 m 510 mm P, = 2700 KN
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