embedment depth calc

Allowable lateral bearing pres Lbrg = 100 psf/ft Maximum post load: P = 320 lb Diameter of post foundation: b = 2 ft Centroid of wind load above gr h = 5 ft Assumed S1 A Calculated de (Lbrgxde/3) de 3 100.00 3.74 6.757 4.879 162.63 2.3 4.873 4.876 162.53 2.3 4.873 4.875 162.50 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873 4.874 162.47 2.3 4.873

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Geotechnical Engineering, embedment depth calculation

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Sheet1Allowable lateral bearing pressure:Lbrg =100psf/ftMaximum post load:P =320lbDiameter of post foundation:b =2ftCentroid of wind load above ground:h =5ftAssumedS1ACalculatedde(Lbrgxde/3)de3100.003.746.7574.879162.632.34.8734.876162.532.34.8734.875162.502.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.8734.874162.472.34.873

de calcAllowable lateral bearing pressure:Lbrg =100psf/ftMaximum post load:P =480lbDiameter of post foundation:b =1.5ftCentroid of wind load above ground:h =5ftAssumedS1ACalculatedde(Lbrgxde/3)de3100.007.4911.1517.076235.873.176.0336.555218.503.436.3666.461215.373.486.436.446214.873.486.436.438214.603.496.4426.44214.673.496.442

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