If both footings A and B in Fig. Prob. 6.5 are at the same level at a depth of 0.5 m below the ground surface, compute the stress d, midway between the footings at a depth of 3 m from the ground surface. Neglect the effect of the size for point load method A and B are two footings of size 1.5 x 1.5 m each placed in position as shown inFig. Prob. 6.5. Each of the footings carries a column load of 400 kN. Determine by the2.5 mAB[0.5 mQ = 400 kN+ 1,5 m2.5 m+ 1.5 m -Figure Prob. 6.5Boussinesq method, the excess load footing B carries due to the effect of the load on A.Assume the loads at the centers of footings act as point loads.

Given: The size of the footing is 1.5 m x 1.5 m. The load is 400 kN. The depth is 3 m. Consider the…

Answered: A and B are two footings of size 1.5 x…

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.14P: A 2 m 3 m spread footing placed at a depth of 2 m carries a vertical load of 3000 kN and a moment...

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If both footings A and B in Fig. Prob. 6.5 are at the same level at a depth of 0.5 m below the ground surface, compute the stress d, midway between the footings at a depth of 3 m from the ground surface. Neglect the effect of the size for point load method

A and B are two footings of size 1.5 x 1.5 m each placed in position as shown in
Fig. Prob. 6.5. Each of the footings carries a column load of 400 kN. Determine by the
2.5 m
A
B
[0.5 m
Q = 400 kN
+ 1,5 m
2.5 m
+ 1.5 m -
Figure Prob. 6.5
Boussinesq method, the excess load footing B carries due to the effect of the load on A.
Assume the loads at the centers of footings act as point loads.

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