Qu M (a) B × L M, ►M Qu Qu. м, (b) (c) (d) Figure 4.24 Analysis of foundation with two-way eccentricity
Qu M (a) B × L M, ►M Qu Qu. м, (b) (c) (d) Figure 4.24 Analysis of foundation with two-way eccentricity
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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The shallow foundation shown in Figure 4.24 measures 1.5 m x 2.25 m and is subjected to a centric load and a moment. If eB = 0.12 m, eL = 0.36 m, and the depth of the foundation is 0.8 m, determine the allowable load the foundation can carry. Use a factor of safety of 4. For the soil, we are told that unit weight γ = 17 kN/m3, friction angle Φ' = 35°, and cohesion c' = 0.
![Qu
M
(a)
B × L
M,
►M
Qu
Qu.
м,
(b)
(c)
(d)
Figure 4.24 Analysis of foundation with two-way eccentricity](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbdf729db-2ac3-4116-ac03-cde19a5846cd%2F33bffa1e-322b-46e7-8191-c5566eb88683%2F98c7izb_processed.png&w=3840&q=75)
Transcribed Image Text:Qu
M
(a)
B × L
M,
►M
Qu
Qu.
м,
(b)
(c)
(d)
Figure 4.24 Analysis of foundation with two-way eccentricity
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