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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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