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QUESTION #2: The below figure shows a continuous combined spread footing that supports two columns. Based on the loadings shown for the two columns, draw pressure distribution diagrams below the foundations. Draw the pressure distributions for the two cases indicated, one assuming the footing maintains full bearing and the other assuming the footing is in partial bearing with the soil. Assume concrete is weightless and that the footing is infinitely rigid (it will not deflect or deform) PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING A P = 1000 Kip P = 1000 Kip ASSUME FULL BEARING ASSUME PARTIAL BEARING B P = 10 Kip B P = 10 Kip

QUESTION #2: The below figure shows a continuous combined spread footing that supports two columns. Based on the loadings shown for the two columns, draw pressure distribution diagrams below the foundations. Draw the pressure distributions for the two cases indicated, one assuming the footing maintains full bearing and the other assuming the footing is in partial bearing with the soil. Assume concrete is weightless and that the footing is infinitely rigid (it will not deflect or deform) PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING A P = 1000 Kip P = 1000 Kip ASSUME FULL BEARING ASSUME PARTIAL BEARING B P = 10 Kip B P = 10 Kip

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter8: Mat Foundations
Section: Chapter Questions
Problem 8.1P
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QUESTION #2: The below figure shows a continuous combined spread footing that supports two columns. Based on the loadings shown for the two columns, draw pressure distribution diagrams below the foundations. Draw the pressure distributions for the two cases indicated, one assuming the footing maintains full bearing and the other assuming the footing is in partial bearing with the soil. Assume concrete is weightless and that the footing is infinitely rigid (it will not deflect or deform) PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING A P = 1000 Kip P = 1000 Kip ASSUME FULL BEARING ASSUME PARTIAL BEARING B P = 10 Kip B P = 10 Kip
Transcribed Image Text:QUESTION #2: The below figure shows a continuous combined spread footing that supports two columns. Based on the loadings shown for the two columns, draw pressure distribution diagrams below the foundations. Draw the pressure distributions for the two cases indicated, one assuming the footing maintains full bearing and the other assuming the footing is in partial bearing with the soil. Assume concrete is weightless and that the footing is infinitely rigid (it will not deflect or deform) PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING A P = 1000 Kip P = 1000 Kip ASSUME FULL BEARING ASSUME PARTIAL BEARING B P = 10 Kip B P = 10 Kip
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