Use microsoft excel to draw ultimate bearing capacity (in ksf) versus foundation width (ranging from 2 to 20 ft) curve for a strip, circular, and square footing rested on a dry soil using Meyerhof’s bearing capacity equations. Show all curves in one plot.
Use microsoft excel to draw ultimate bearing capacity (in ksf) versus foundation width (ranging from 2 to 20 ft) curve for a strip, circular, and square footing rested on a dry soil using Meyerhof’s bearing capacity equations. Show all curves in one plot.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use microsoft excel to draw ultimate bearing capacity (in ksf) versus foundation width (ranging from 2
to 20 ft) curve for a strip, circular, and square footing rested on a dry soil using Meyerhof’s bearing
capacity equations. Show all curves in one plot.
to 20 ft) curve for a strip, circular, and square footing rested on a dry soil using Meyerhof’s bearing
capacity equations. Show all curves in one plot.
![Ybulk (pcf)
c' (psf)
o'(deg.)
Embedment depth D₁ (ft)
Depth to water, D₁ (ft)
125
100
33
2
200](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fba15aa43-dcc9-46c0-a1b8-3a9bbb71a314%2F8571310c-03b8-4548-b190-9a9646b3bf42%2Ftgzl3ou_processed.png&w=3840&q=75)
Transcribed Image Text:Ybulk (pcf)
c' (psf)
o'(deg.)
Embedment depth D₁ (ft)
Depth to water, D₁ (ft)
125
100
33
2
200
![qu = c'NcFesFcdFci+qNqFasF
gali
qi
1⁄yBN FysFydFyi](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fba15aa43-dcc9-46c0-a1b8-3a9bbb71a314%2F8571310c-03b8-4548-b190-9a9646b3bf42%2Fdx4y7fn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:qu = c'NcFesFcdFci+qNqFasF
gali
qi
1⁄yBN FysFydFyi
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Step 1: Given values
VIEWStep 2: Calculation of Ultimate bearing capacity for strip footing
VIEWStep 3: Calculation of Ultimate bearing capacity for circular footing
VIEWStep 4: Calculation of Ultimate bearing capacity for square footing
VIEWStep 5: curve for a strip, circular, and square footing rested on a dry soil
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What equations did you use to solve for the shape factor for circular and square footing?
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