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� FIXED•HEAD SUPPORT � <br />De(lactlon ((nches) <br />_o.:o n.ou n.:o o..o u..c <br />a.o <br />u.s ...:......_o .............. �............... �.........1......... <br />N1.0 ....i........1.. . _i ... o.. ....i_..._f. . <br />O : <br />O a.a ....: � . . .......:........:...__.i........i......... <br />........_ ; . <br />� <br />q t.o : i i : i ' <br />....n ........ ......n....... <....... _r........r.......i... <br />m <br />t <br />Cs.3 ....:....... ........¢._....:........i........i.........,_..._.. <br />v <br />L].O ....:........ ........i........_........:........ :........:........ <br />�. <br />a a.e ...:...............:........:.......;........:..... . <br />...i._..... <br />C <br />•.o ....i........ _.....j._.....:.......j .......:........:.__._. <br />, <br />•.e .._4 ...............f.._.....,........i.._.....�........r....._. <br />e.o ' f : : : ��: <br />Moment (Inch•pound) (1,000,000's) <br />-a.a -a.o -a.a o.a a.a <br />o.o � <br />o.a ....1........'_........1....... � '... :..._ ...:......... <br />� i.o ....i ........:.........i........;.........i..._.... ..i....._. <br />W <br />O <br />O1.! ...:........c ........:.................:........:.... :....... <br />� <br />v <br />q a.o i : : : : : . <br />....�........o........i........e......, i.........i..... r..... <br />d <br />L <br />tJa.a .._:........;........j........1......_ :.........: .......... <br />C <br />v i <br />ta.0 ...:........�......, i........: ........:......... .......i......... <br />d <br />Qi.'J ....:........�....... �........�........j..... <br />�.a ....i........: ........:........:........i........ .......i......... <br />•.s ....�........<....... �......_;....... � .................�......... <br />e.o i ! i i i <br />Shear (Pour�ds) (10,000'e) <br />-t.o o.r, a.o s.o a.o <br />o.o � <br />! <br />u.e ...s........:.. .�.... ._. . <br />.. a.o ....i........`:�. . �:......_.i.. . <br />.. .... i ........ � ......... <br />N <br />O <br />Oa.e ...:......_ . ....:......._........:.................[._...... <br />"' i <br />^y z.o .._�.. .........i........<....... �.........1........�......... <br />a <br />� :.e ...i ��_..._.S__....: ........:........i...... <br />;.. __ <br />C <br />_ ; ; <br />� ; <br />L�.o ......... .... _..:........_........,........,........:......... <br />O_ <br />w�.� .._i ...............i........:........i........;........i......... <br />G <br />�.o ...:....,... ..._..1......:........:..._...:........i......... <br />•.9 ' ........i........'.........i........i........i......... <br />,.o <br />NOTES: <br />1. Assumes piles installed as recommended in this report. <br />2. Analysis assumed pile Iength of about 50 taet and <br />axial coinpressive load of 200 kips per pile. <br />3. Analysis parformed using LP!(.E computer program <br />(Ensoft, Inc., 1989}, and applies to non•liquefaction <br />soil support conditions. <br />s <br />January 1995 <br />3289•044-011i <br />Lateral Plle <br />Head Load <br />(kfps) <br />2.5 <br />5 <br />�� <br />15 <br />20 <br />LATERAI_ fiESPONSE PARAMETEFtS <br />FOFl 18' AUGERCAST PILE <br />STATIC PILE HEAD LOADING <br />Jacobs-Surrine/Scot� Paper Company <br />Proposed Converter Plant Addition <br />Everen, Washington <br />� DAMES & MQORE <br />FIGURE 5 <br />