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J 11 is C1797 -068 068 .0 960.6 960.6 .0 .976 MA EMTFI AMPLIFICATION • 5.8T <br /> 7 11 25.0 02711 .061 .063 0 950.7 950.7 .0 .966 FOR FREOIfENCY + 1 13 C/SEC. <br /> .070:6 .769 OP9 0 9.6.6 944.6 .0 .960 PEAI00 .99 SEC. <br /> S 17 IS.O .0±751 .09E .095 .0 972-J 972.7 <br /> 6 11 5•..0 .017]9 79F .098 .0 1000.7 1000.] .0 .917 1""" OPTION 6 ••' COMPVTE MOTION IN NM SVBLAYERS <br /> 1 33 6s.t .73553 .071 .091 .0 1165.1 1115.1 0 .950 <br /> 71.0 06999 121 .119 ICL<.9 .0 .601 FVETHOVANC - BAr.top..ser <br /> 1 B1 .Oa}61 .130 1]0 0 BB 6.6 8f 5.1 0 .]57 5OIL DEPOSIT - Fo rverd 10'r e(.BO'.ol 1.MC E:6.T I Seri <br /> 95.1 0':25 I'.1 1J] 0 006.P 801.4 -.1 .325 DYER DEPTH NAIL. ACC. TIME MEAM Sp- FR. <br /> 1 ILS L1517 .115 11'. 0 1])1.5 11)1.0 0 41) ACC. RATIO TN SAVED <br /> 115.0 O.S15 .116 .116 0 1121.) 17}0.9 D .120 FT G SFC C/SEC <br /> 31 1 I15.f OJ TS`. I!1 IIT 0 1704.5 130..2 0 .615 OVI IT IONS ACC. RECORD <br /> 14 "• .0319E 1 Oi 1 DJ 0 ]852.9 Ifi 59.6 0 .19 WITHIN C I01S2 7.58 1.91 <br /> 1S 1 145 C :,19::' IOi lOP 0 1766.1 1166.0 0 .455 .000 0 <br /> WITHIN 10.0 .19981 6.18 I.)6 <br /> "ALU IS IA 'INF DON]:' coo 0 <br /> WITHIN 20.0 <br /> LAYEF TYPE THICKNESS DEPTH 14AX STPAIN MAX STRESS .0000 <br /> TIME WITHIN 10.0 .11061 6.16 1.75 <br /> FT PT PROM PSF .000 0 <br /> SEC WITHIN 40.0 .1596. 6.1. 7.14 <br /> 0 <br /> 000 <br /> 1 11 10 0 5.0 .00827 80.59 N77'N IN 50.0 .15670 7.57 7.59 <br /> 60 .000 0 <br /> 11 It 0 15.0 .01441 716.7. WITHIN 60.0 .15951 7.50 I.t> <br /> ].60 , .000 0 <br /> 7 ]1 10.0 71.0 .0]94] J74.B5 WITHIN 10.0 .1597. 7.46 l.Ts <br /> 6.20 .000 0 <br /> 11 10.0 15.0 .05109 501-4S WITHIN 80.0 .1497. 7 IB ].79 <br /> 6.18 , .000 0 <br /> 1 11 ]0 0 45.0 .06586 617.99 <br /> 6.38 1•••••• OPTION 6 ••• COMPUTE MOTION IN Nd SUBI.SYEAS <br /> 8 11 10.0 55.0 .07068 706.99 - <br /> 6.1B EAP THOUAKE - 1ope.Per <br /> 11 10-0 65.0 .06]07 16..61 SOIL DEPOSIT Por+•er drt0'r a2.BO'.o/1.MCE•6.t ls.rl <br /> 6.16 T LAYER DEPTH MAX. ACC. TIME ME" S0, PP, <br /> P 1 10.C. 15.0 .08710 BB1.)B AE, <br /> . RATIO TH SAVED <br /> 6 16 FT G SEC E/SEC <br /> 1 l0 4 BS.O .11025 911.53 OVIET SONE -ACC. RECORD <br /> 6 30 c WITHIN 90.0 .1)695 7..4 2.05 <br /> l095.0 .12 <br /> BS9 10)8 <br /> 105 1 .19 .000 0 <br /> 6 ]. WITHIN 100.0 .15779 1.11 1.51 <br /> II 1 lG.G .0 .08006 061.67 .000 0 <br /> 6.1: WITHIN 110.0 .14863 )."o, <br /> ) :.60 <br /> II 1 1C 7 171 C .OB]]] 101).96 .000 0 <br /> 6 10 WITHIN 1}0.0 .lab P] 7 10 <br /> 1 3C C 125.0 OB 111 ]087.98 .000 0 <br /> 6.Ge1 <br /> ' WITHIN 1)0.0 154C2 7.70 ).09 <br /> 1a I 10.0 iJ5 0 .061]6 1140.55 .000 0 <br /> 6 2. WITHIN 110.0 .16162 <br /> 15 I :E L 143.0 .0688] 1215 43 .000 0 <br /> 6.21- OUTCR. 150.0 .190 D0 <br /> aoo 0 <br /> PEP:C-D 96 FFON A'.TRACE SHEAR VE OCi TY r 609 <br /> 3'•'•.. OPTION 7 ••. COMPUTE STRESS/STRAIN HISTORY <br /> FFE UFT:Y A..PLITJDE COMPUTE STRESS OR STRAIN HISTORY AT THE TOP OF -EP @ <br /> SCA. <br /> IFSP P:N.71NG 00]L <br /> I DEI.r I P::ATIC-N a1 1: L..: 6GS <br /> CC FU'S. STRESS !-P.STPAIN HISTCPY AT THE TOE OF LAYER 7 <br /> 9DE'::F I7AT!C-1 er 60 f... BGS <br />