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pool 1201 N. Tustin. :nue <br /> engineering Anaheim, CA 92807 <br /> Inc. Fax: (714) 630-6114 <br /> Phone: (714) 630-6100 <br /> SAMPLE CALCULATIONS (CONT.) SECTION 10, NO R.B.B. <br /> SHALLOW/DEEP END RAMP-DETAIL#11 <br /> Demonstrating methodology used to calculate results shown in summary tables. <br /> MR= -473 ft-Ib Resisting moment due to weight of pool wall. <br /> (wall loaded by earth pressure) <br /> MT= OTMaeii+ MR= 777 ft-Ib SEE POOL WALL SUMMARY <br /> P = ±$- = 0.006 <br /> k= (pn)2+2pn-,on = 0.296 <br /> j =1-3 = 0.901 <br /> fs= MT = 15608.2 psi < 20000 psi OK <br /> A.id, <br /> fc= )2MT = 646.2 psi < 1125 psi OK <br /> D= _KT_ = 20.8 psi < 55.0 psi OK <br /> OTM, W' = 6 yw H�3 = -1300 ft-Ib Overturning moment due to water pressure <br /> VT =V.. = 2 y,Hw = -780 Ib Shear due to water pressure <br /> MR= 165 ft-Ib Resisting moment due to weight of pool wall. <br /> (wall loaded by water pressure) <br /> MT=OTMwa,er+MR= -1135 ft-Ib SEE POOL WALL SUMMARY <br /> P = Abd 0.002 <br /> k= (pny+2pn-pn = 0.200 <br /> j = 1-3 = 0.933 <br /> fs= MT = 8805.1 psi < 20000 psi OK <br /> A,l d2 <br /> fc= jkbd214r 216.2 psi < 1125 psi OK <br /> V = bd = 8.7 psi < 55.0 psi OK <br /> z <br /> W:\DetailslRelease\Cal s 2013\7 OONC CBC2013 tvl.401.pdf 1 0/09/201 3 01:28:50 PM m Pool Engineering, Inc.2013, Page 47 of 51 <br />