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• Foundation Design Pressure <br /> Project: Eco Residence <br /> Client: Pelletier+ Schaar <br /> P&A#: 23-109 <br /> Date: 4/1/2023 <br /> Point Loads (1500 psf Soil Bearin. Pressure) <br /> Kips FTA2 Square Ftg Round Ftt <br /> 0.7 0.47 0.68 0.77 <br /> 1.4 0.93 0.97 1.09 <br /> 1 0.67 0.82 0.92 <br /> POINT LOAD ON A CONTINUOUS STEMWALL <br /> (P/2*ds)+w= SBP*wf <br /> P>=((SBP*wf)-w)*2*ds exceeds soil bearing pressure <br /> F/B <br /> 8.00 Kips <br /> LUR <br /> 8.00 Kips <br /> POINT LOAD ON A STRIP FOOTING <br /> (P/2*df) = SBP*wf <br /> P>=(S B P*wf)"2"df <br /> 1608 1808 2010 2210 2412 <br /> 2.67 3.00 4.17 4.58 6.00 Kips <br /> 2 of 2 <br />