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�� �Yn4nt}il91lA'aw®}iLLitw'tLyi)CCiIN'\w.w//V4iYp..i}i Pits'YY.aui.YpA'YwwM}YIt4Yt'l,.v-}1MiY{kaeq)lMN'4i'»w..}1Mlt9:Y»win.}1}WW�w.a}IYbM'lvilfp}VSYnw+NLMM'\iw..}}}6C""^+ci::ie}"iu'e.'m...i.weerr`...)axurY.•.urn v..+..sxi:k•v.«iaulnvwwrtx <br /> MSEW--Mechanically Stabilized Earth Walls T-7342,8 Panel Lock+Load,Parking <br /> Present Datcllinie Wed Jun 22 12:17:18 2016 G:USERS\KRobena\7342 Seaway Center Lock n Load1T-7342 8 Panel LnL Wall BEN <br /> j ��I.n'vm6,tt4AJS=a_•.�yts M W p7pFN:yngvnJA.R4SGN;.avac;4nts?.\\.Ymrnl?w,t�_t4_.ym;O.Is£Il tmsJ9115tu'W13o.I5EN*non)O.nEv.♦„ -_.•o.urW vm..+,_)fl\t•.a.��o�s[x'\ s{_wvyp+0, ",AWL)aHiE41C+6:S11p6iYamt4. '.mieaa-- <br /> • <br /> SOIL DATA <br /> REINFORCED SOIL <br /> Unit weight, y 125.0 lb/ft 3 <br /> Design value of internal angle of friction, 4) 34.0° <br /> RETAINED SOIL <br /> Unit weight, y 125.0 lb/ft3 <br /> ( Design value of internal angle of friction, 4) 34.0° <br /> FOUNDATION SOIL(Considered as an equivalent uniform soil) <br /> Equivalent unit weight, y��;� 130.0 lb/ft 3 <br /> Equivalent internal angle of friction, 4)equiv. 36.0° <br /> Equivalent cohesion, c egniv 100.0 lb/ft 2 <br /> Water table does not affect bearing capacity <br /> LATERAL EARTH PRESSURE COEFFICIENTS <br /> Ka(internal stability)=0.2827 (if batter is less than 10°,Ka is calculated from eq. 15. Otherwise,eq.38 is utilized) <br /> Inclination of internal slip plane, w=62.00° (see Fig.28 in DEMO 82). <br /> Ka(external stability)=0.2827 (if batter is less than 10°,Ka is calculated from eq. 16. Otherwise,eq. 17 is utilized) <br /> BEARING CAPACITY <br /> Bearing capacity coefficients(calculated by MSEW): Nc=50.59 N y=56.31 <br /> SEISMICITY <br /> Maximum ground acceleration coefficient,A=0.250 <br /> Design acceleration coefficient in Internal Stability: Kh=Am=0.300 <br /> Design acceleration coefficient in External Stability: Kh=0.300 (Am=0.000) <br /> Kae(Kh>0)=0.4581 Kae(Kh=0) =0.2481 A Kae=0.2099 (see eq.37 in DEMO 82) <br /> Seismic soil-geogrid friction coefficient,F*is 80.0%of its specified static value. <br /> Vr..041 W..HIMA'W,..}OW110. ”InI.rww.}otu?6'tl....Rruwrwan.M0.mo. irtworoeNu'aYw.wtaWIWYrt n.}iws Neemo1.01., .6uY}n•r.YriiYLLr'a'w l}iM4N11.90 1141e i.ALuwtbs}i1a(V*EC11130,Ae}iipt'Va 1/141,A`ttona}s <br /> T-7342,8 Panel Lock+Load,Parking Page 2 of 4 <br /> Copyright©1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />