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7 11 IS•0 .003119 .065 .0111 .0 567.6 <br />3 11 21-0 •c709t .019 .Olf •0 952 .I <br />4 11 3S•0 -02!06 .067 .001 .0 f4s .S <br />S El 65.0 .0367* .0:S .OfS .O 11)).6 <br />{ 11 s6.0 .06056 .Off :Ofa .0 ffI - I <br />1 37 6s.6 .0)192 •Of6 .096 -0 1140.) <br />0 1 75.0 .017)3 .1sT .151 .1 061.6 <br />f I 65.0 .11001 .163 .16) •0 179.2 <br />l0 1 fS.O .12672 .167 .161 -0 637.0 <br />11 1 105.0 .06956 .126 .lip -.I to$:$ <br />12 1 115.0 •C1914 .127 .127 -.1 971.) <br />1) l IIS .0 .01945 .14) •141 .0 16$.0 <br />14 1 13S .0 .0$719 .171 .121 .0 131).6 <br />is I 1-45.0 .95954 .135 .124 <br />VALUES IN TINE DOMAIN <br />LAYER TYPE THICKNESS OEM MAX STRAI <br />TINE <br />Ft R PRCNF <br />SEC <br />l I1 10.0 S.0 .007)0 <br />10.64 <br />3 1t 10.6 IS.O .02206 <br />10.66 <br />3 11 30.0 2S.0 .0)611 <br />10.60 <br />e 31 10.0 )$.0 .*Sass <br />30.4• <br />s 31 30.0 es.o .06454 <br />10.40 <br />6 )I 10.0 SS.O .07106 <br />10.70 <br />7 II 10.0 65.0 .066$2 <br />10.10 <br />0 1 10.0 7S.0 .Spots <br />10.70 <br />9 9 10.0 OS.O -21659 <br />10.10 <br />30 E 16.0 95:0 .27144 <br />10.11 <br />11 I 10.0 105.0 .1062S <br />10.74 <br />31 7 16.0 Its.* .1030$ <br />)0.76 <br />f) 1 10.0 121.0 •l]alp <br />30.20 <br />14 1 16.0 I)S.0 .*piss <br />70.76 <br />15 1 10.0 145.0 .10446 <br />10.14 <br />PERIOD • 3.11 FROM. AVERAGE $NEAR VELOCITY s Set. <br />TRCOUENCY AMPLITUDE <br />961.5 <br />MAXIMUM AMPLIFICATION + 4.61 <br />9531.1 <br />.0 <br />-f 69 <br />FOA TREQUEN" <br />• .00 C/SEC. <br />545.5 <br />.0 <br />.p6f <br />PERIOD <br />• 1.13 SEC. <br />3 ...... OPTS ON <br />6 ••• CONPV7E MOTION IN Nfl7 <br />SYBUYERS <br />7:60.3.0 <br />.f4T <br />667.0 <br />--1 <br />.243 <br />EARTNOUAAE - <br />slt 0r-AX.)6t <br />429.6 <br />-.1 <br />-126 <br />SOIL DEPOSIT <br />i._Td70'ref. )0'.41 I. MCt•f.11SOn) <br />433.0 <br />.0 <br />:315 <br />LATIN <br />DEPTH HAS. ACC. <br />TINE <br />904.0 <br />.2 <br />-364 <br />Ace. RATIO <br />TN SAVED <br />9)9.2 <br />.1 <br />.)70 <br />FT G <br />SIX <br />761.5 <br />-.1 <br />.100 <br />QUIET ZONE <br />ACC. RECORD <br />114),1 <br />.0 <br />.196 <br />WITHIN <br />.0 .if t El <br />10.64 <br />1157.5 <br />.0 <br />.369 <br />.000 <br />O <br />NITNIN <br />10.0 .19111 <br />IO.t4 <br />.000 <br />O <br />WITHIN <br />10.0 .19717 <br />1C.66 <br />N NAS STRESS <br />.000 <br />O <br />WITHIN <br />)0.0 .19304 <br />PSF <br />.000 <br />0 <br />WITHIN <br />10.0 .16169 <br />10.70 <br />.000 <br />0 <br />71,91 <br />WITHIN <br />$0.0 .36054 <br />10.10 <br />'0000 <br />217.S9 <br />WITHIN <br />60. 0 .76211 <br />10.70 <br />.000 <br />O <br />7$0.45 <br />WITHIN <br />70.0 .17)55 <br />10.11 <br />.000 <br />0 <br />411.71 <br />WITHIN <br />90.0 .]4646 <br />11.10 <br />.Geo <br />0 <br />601.59 <br />1 ...... OPTION <br />6 ••• COMPUTE NOTION IN NEW <br />SUB{AYMS <br />719.00 <br />EJJITNOVAR[ - <br />•lt er-hr.for <br />o1s.06 <br />sou DEPOSIT - <br />Perw rd 70.5. 1.90•.011. NC46.tli.nl <br />LAYER <br />DEPTH HAS. ACC. <br />TIME <br />914.70 <br />ACG. RATIO <br />TN SAVED <br />Pr O <br />SEC <br />964.05 <br />OVIET toot <br />ACC. RECORD <br />WITHIN <br />p0.0 .11971 <br />11.91 <br />954.40 <br />.000 <br />0 <br />WITHIN <br />100.0 .15702 <br />I1.t0 <br />960.45 <br />.000 <br />O <br />WITHIN <br />110.0 .141)6 <br />9.30 <br />017,)1 <br />.000 <br />O <br />WITHIN <br />IJO.O .14625 <br />9.11 <br />3066.97 <br />.000 <br />D <br />WITHIN <br />1310.0 .1{116 <br />9.if <br />1131.71 <br />.000 <br />0 <br />WITHIN <br />110.0 .15615 <br />1,44 <br />13105.1) <br />.000 <br />0 <br />OVFCA. <br />IT O .19000 <br />9.14 <br />.000 <br />0 <br />I ...... OPTION <br />7 ••• COMPUTE STRESS/STRAIN HISTORY <br />COMPUTE STRESS OR STRAIN HISTORY AT THE TOP OF <br />LATER I <br />SOME 3'•iP. PLOTTING .0000 <br />I DEM:PICATION - •t 70 feet SGS <br />CONFUTE STRESS 00 STRAIN HISTORY AT THE TOP OF LATER 7 <br />SCALEFOP. PLM. -#G .0000 <br />IDENT: I.ICATI7H - 4t 60 feet BGS <br />NERM S0. iR <br />C/Stt <br />1.9) <br />1.61 <br />1.44 <br />1.41 <br />1.49 <br />1.SI <br />1.Ss <br />1.70 <br />3.1s <br />MEAN SO. TR. <br />C/Stc <br />2.95 <br />a.0 <br />).3S <br />).115 <br />5.02 <br />s.o3 <br />6.01 <br />• <br />