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�RviECf iVAME: FLAKE BLDG TI <br /> IOB: N9-1624 <br /> Design tooting for the 10.5 kip lead <br /> Use 2 ksf allowable bearing soil pressure <br /> Required size = (10.5 / 2)"� = 2.3 ft (Use 2.5 ft square) <br /> Service loads <br /> P= 10500 Ib <br /> M= 0 ft•Ib <br /> Factored loads <br /> Pu= 168001b <br /> Mu= 0 R-Ib <br /> Compute width of Ftg <br /> p.= 2660 G0 psf <br /> H= 8.00 ft <br /> 6= 10.00 in <br /> P�er=P�' Wno' k's <br /> p�er=2660 psf- 10.0� in./12�150 pc� - 7.17 ft (0 pc�= 2535 psf <br /> eccentricity, e= M IP= OI10500 = 0.00 tt <br /> p�er= Pl (BL ) c6Pel(BL ') <br /> p-min= 1680 psf <br /> p-max = 1680 psf <br /> p-max= 1680 pef< pall = 2660 psf FOOTING SIZE OK <br /> Check, 250ft > 250ftY1000m <br /> Compute factored pressures <br /> p�= Pl(BL ) � BPe/ �BL ' I <br /> Pu= 168001bs <br /> Mu= 0 ft•Ibs <br /> Max, p�= iseoo i��2 so��z sop + 6�0 00)(1G800) / �(2 50)�2 50�%� = zses psr <br /> Min, p�= 168001��2 50��2 50�J - 6�0 00)�16800) I �(2 50)(2 50�� ) = 2GA8 psl <br /> Check one-way shear <br /> Not applicable for this small foot�ng <br /> -- _ <br /> CUSTOM DESIGN & ENGINEERING, INC. i " 1 <br /> November 11, 2013 � Page 10�/'�; � <br /> � i <br />