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` A1SLN' �1cch�nically Stab�li�cd Lanh 1\'alls �, •� ^` I^ ' ` Moun�ximaew Businecs Center Di�,4 <br /> IA t Uai 1 N ,1\m'!0Y �6 I 00> ( l S[RS T5C1¢PPM �IDum 4� QM�AISI N I(fom 1111 <br /> ( ANALYSIS:CALCAILATED FACTORS(Slatic conditbas) <br /> i3earine canacitv.Fs= R.R9.1�lcycrhof strcss=3353 16/fl'. <br /> r + � i � ii' I�d' 1'� - 1 9-00 Pccentricit� dl -0 OR4fi 1- m�crtumine= 2 90 <br /> G130GR1 �� CONNI:C'TION �i <br /> I � �, Ps-ovcrnll F.-ovcrall Fs-uverall Gcn��rid Pullout Dircci Lccrntricity '� Product <br /> ;! Gle.�ation Lene�h"I��pe 'I Inullout Iconnectien (ecocrid strengdi resisiance sliding c�L I name ! <br /> � (fQ �fl� 77 rcsistancc] break] svcngth] Ps Fs Ps j �� <br /> II 0.110 12.011 I N/A 3.80 3.R0 3.805 27.071 19d0 0.03d6 S�ntecn SP65 <br /> 2 2.50 12,00 1 N/A 2.10 2.10 2.100 12.R77 2.1IS 0.0530 SmlcenSF65 <br /> 3 SAO 12AD I N/A 2.44 z.aa 2A3i 11.903 2.32(i 0.0243 S�nicenSP65 <br /> I 4 7S0 12.00 I N/A 290 2.90 2.904 10.904 2.582 -0.0022 S�n�ecn SF65 <br /> 5 10.00 12.00 1 N/A 3.59 3.59 3.591 9.94R 2.R99 -0.0275 S�mtcen SI'fi5 <br /> 6 �2,5p 12.00 I N/A 4.70 4.70 4.705 9.099 3.2RR -0.0543 S�niecn SP65 <br /> 7 iS.UU 12A0 I N/A 5.12 5.12 5.1'_'2 C.371 3.737 -0.0902 Stmtecn SP6S <br /> I <br /> ANALYSIS: CALfA1LATED FAC70RS (Seismic wnditions) <br /> � 13carine capacirv. Ps=0.91.Mcycrhof stress= 128fiR Ib/fl'. <br /> �,,..d..�:..., i......r�,.,., n:...,.� _r.,c..�. I�c= I 0�5 FcccntricilY dL=0 17$6 fs-ovcnumine= 1.23 <br /> GF.OGRIU � CONN [CTION I <br /> � � Ps-o��crall Ps-o��crall Ps-ovcrall �, Geot;rid Pulloul Dircct Lcccn�ncity Product , <br /> i 77 I:Icvation Lcneih"I��pc In��������� Iconncction I�coerid strcngih resistancc sliding c/I. . namc <br /> �fQ �fl] tt resiclancc) brcak] strength] I Ps Fs Ps <br /> � 1 0.00 12.00 I NIA 2.G0 2.G0 2.G00 IR.5p2 �.p25 0.3756 Smtcen SF65 <br /> 2 2.50 12.00 I N/A 1.70 1 JO I J04 10A47 I.148 0.2750 Stm�ccn SFfiS <br /> 3 5.00 12.00 I N/A I 9G 1.9G I AGO 9.574 1.313 0.1 R49 S�miccn Sf'65 <br /> � 4 7.50 12A0 I N/A 2.31 2.31 230R R.GG7 1.542 0.105�1 S��ntcen SP65 <br /> � 5 10.00 12.00 I N/A 2.R1 2.R1 2.ROG 7.773 1.R77 0.0364 S�ntccn SP65 <br /> 6 12.50 12.00 1 N/A 3.SR 3.SF 3.577 6.919 239ft -0.0'3R Smtecn SP6S <br /> ' 7 I 9.(10 12.00 I T'�A 3 9S 3 93 3 9S0 4 950 i.�i 1 -O.OR 17 ti��uccn SffiS <br /> L�� <br /> . . .. . . . . . . .. . . . . .. . .. . . .. . .. . . .. . . . .. _ .. . _ .. .._ . .._ ,...._. ..._ __ ......�...,.._.. .... __ . . �_:... ..._�. <br /> ,11nuNamcicw limmc>*('cNcr Uic 4 Papc 4 nf 4 <br /> Cnpy�iphi��� 199A4004 ADAAIA Enginn�ring.Inc Licensc numMr At-US�OSi4 <br />