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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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.
Transcribed Image Text:Ybulk (pcf)
c' (psf)
o'(deg.)
Embedment depth D₁ (ft)
Depth to water, D₁ (ft)
125
100
33
2
200
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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