MURO DE CONTENCION POR GRAVEDAD1. DATOS INICIALESh = 3.9m = 1895kg/m3 Pe! "#$%&'$! (e) m&%e'$&) !%e#$(!* = 3+ ,- = +.55 S"e)! G'")&'= 1.5kg/m./01 = 1++kg/m.S/C = +kg/m... PREDIMENSIONAMIENTO& = +.3.5 +.35m2 =1.95..5+m..33% =+.4835+.5+m+.55& = +.35m S/C = 4++kg/m.1.15m61 T3.3+m6. E&% = +.5m 63D = +.5+m 7 = 1.5+m D =+.5m8 %/999 . 9 . / 9 //////////// 9 ///////////2 = ..5+m3. VERI/ICACION DE LA ESTA2ILIDADCALCULO h'CALCULO "C"CUANDO = 0= 30 CUANDO >1h0= +mC= +.3333 C= 1.++++E& = 48+3.8.5:g E& = 3595..5+ :g; = 1.3+m ; = 1.3+mPERO < = 35,= ENTONCES>C= 1.++++E& = 3595..5+:g; = 1.3+m4. /UER?ASPRO/UNDIDAD = 1mP. CONCRETO = .4++:g/m3/UER?AS VERTICALES/UER?AS @A MOMENTOS61 .555.5:g 1.83m 4848.11 :g.m6. 4354..5:g 1..3m 5528.05 :g.m63 345+:g 1..5m 4312.50 :g.mT .93+:g ...5m 6682.50 :g.mS/C +:g ..+8 m 0.00 :g.mB /A 1344+.35:g B Me .1331.15 :g.m/UER?AS CORI?ONTALES/UER?AS @A MOMENTOSE& 3595..5:g 1.3+m 4803.83 :g.mO%'! +:g +.++m 0.00 :g.m=D E/D + E

F=D/E//=D999G HD I G I EE/DJHD I G I EE=9 =========== /9 D J99 +++++++++++ IFE=9 =========== / I9 ^ ^^^^^^^^^^=D J99 ( +++++++++++ IFEE/D9 J99 (+ ++++++++++IFEEB /C KKK B MA 48+3.83 :g.m5. COE/ICIENTE DE SEGURIDAD AL VOLTEO DCSVEC.S.V. = 4.45 LL .0Ok005. CALCULO MeMe = +.+13 me N0.017 N00Ok00e m&O = +.413 m3.CALCULO DE M8 m&OMP M8 m$#M+.55 :g/1m.00Ok00Q8 %+.55 :g/1m. Q .kg/m..8 m&O =8 m&O . .. =/=/9G DD E/DRSEET=/9T = D9.99U ........... RSE/ J D9.99 UD ........... RS E E/I9 T=D9.99U ........... RSE/GD9.99 UD ........... RS E E/I9 +.5. :g/1m.00Ok00L++.5 :g/1m. L +.++:g/1m.8. CALCULO DE C.S.D. DCOE/ICIENTE DE SEGURIDAD POR DESLI?AMIENTOEC.S.D. = 1.539 LL 1.5+00Ok009. VERI/ICACION DE ES/UER?OS EN LA PUNTA DE LA ?APATA.6VV 61% = +.5mD = +.5+m 7 = 1.5+m D = +.5+m+.55 :g/1m.+.551:g/1m.+.5.4:g/1m.6VV = +.5+ m W 1 m W .3++:g/m3V1'$% = ..+..85.:g8 m$# =8 m$# T=D9.99U ........... RSE/GD9.99 UD ........... RS E E/I9 .= .. DRSU E/DRSET=T9 T9TD9 =ET9 =T = ! XDDT++ T9E/9EYU999G E ("##+.353:g..9+:g/1m.A1%"%e < Re$%e#%eN+.353:g N ..9+:g/1m.00Ok001+. CALCULO DEL MOMENTO /LECTORM = 59489.44:g.1mE-"e'Z! 1!mV'e!' &1%"%e>Q-1 = 1.15 :g/1m Q -1 &(m$ = 5:g/1m.00Ok00E-"e'Z! %'&11$!#>Q< 1'$% =< &(m =< 1'$%< &(mT!=T!/D999$ET%U H IF E = . ( = . =.= XDT9U I9E/9J DDTT9E/9E U D9/ EYU999 G DU"##I9E/9 =D E I _ . /9 . _= HD9IF(((((((((((9ET = D9.99. .......... E/$I9 T$=. H IF(E Q-1 = [1.15 :g/1m Q -1 &(m$ = 5:g/1m.00Ok001+.DISE\O DE PANTALLACORTEDATOSd= 0.55V1'$% = .3.339:gU = +.15 :g/1m Q -1 &(m$ = 5.3:g/1m.0Ok00/LE@IONM"' = 4.3.+3 :g/1m + M' = KKK00Ok00T = D9.99. .......... E/$I9 T$=. H IF(E =!"#$/100% =0. &! '%( 53)*^ !T = ! XDDT++ T9E/9EYU999 +,"= -*^ !.%^2 (10.5/-) = +, 0,1 ) 23 $ MURO DE CONTENCION POR GRAVEDAD= 357 = 1.5+ 1.5+mD =+.5++.5+m+..5S = 34.85 34.85]34.85] LL .0Ok00h = 3.9+m;4$$/ 9 ///////////E/ (&E ($CALCULO "C"CUANDO >1 = 35 C= 1.++++E& = 3595..5+ :g; = 1.3+m=D999G HD I G I EE/DJHD I G I EE=9 =========== / I9 ^ ^^^^^^^^^^=/ 9 /////////// e m&O0.41700Ok0061D = +.5+m+.5. :g/1m.= 115+ :g/mT =5:g/1m.00Ok005:g/1m.00Ok005.3:g/1m.0Ok00KKK00Ok00