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Poo <br /> 1201 N. Tustin nvenue <br /> engineering Anaheim, CA 92807 <br /> inc. Fax: (714) 630-6114 <br /> Phone: (714) 630-6100. <br /> BOUSSINESQ RESULTS NO R.B.B. <br /> FOOTING SURCHARGE-TABLE D-3.00 F7.FROM WATER <br /> XL= varies P <br /> YL= 3.25 ft P= 1500 Ib <br /> Sec H1 I H2 z cy V,.,. OTMLono ---- ---':�`--x-----__""c-------- <br /> ft. fC ft. psf Ib Ib y <br /> 1 0.010.510.01 0.0 0 0 <br /> 2 0.511.010.01 0.0 0 0 <br /> 3 1.011.510.51 26.5 7 1 <br /> 4 1.512.011.0 59.6 28 9 <br /> 5 2.0 2.511.5 76.91 62 31 ti ao, i <br /> 6 2.5 3.012.0 80.5 102 72 <br /> 7 3.0 3.612.5 75.2 140 133 z Any <br /> 8 3.5 4.013.0 65.7 176 212 <br /> 9 4.0 4.513.5 55.1 206 308 <br /> 10 4.5 5.014.0 45.0 231 417 Boussinesq equation for point load (Das, pg. 123-125)1 <br /> 11 5.0 5.514.51 36.2 251 538 Line Load approximated by a series of point loads parallel to pool wall. <br /> 12 5.5 6.0 5.0 28.9 26811 668 <br /> 13 6.0 6.5 5.5 22.9 280 805 <br /> 14 6.5 7.0 6.0 18.0 291 948 <br /> 15 7.0 7.5 6.5 14.1 299 1095 P 2 2 2 2 r= z+y <br /> 16 7.5 8.0 7.0 11.0 305 1246 - 3 y zz-(1-2µ� y -x + Xz <br /> 17 8.0 8.5 7.5 8.5 310 1400 ` 2•n LS L2•(L+z) L3•r2 = r+z <br /> 'Das, B. M. (2000).Fundamentals of Geotechnical Engineering 1st ed. USA: Brooks/Cole,A Division of Thomson Learning. <br /> W:\Details\Release\Calcs 2013\100NC CBC2013]v1.40].pdf 1010912013 01:28:50 PM 0 Pool Engineering, Inc.2013,Page 41 of 51 <br />