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08-14-2003 05~SSRM FROM FERRN ENGINEERING SERVICE TO <br />I ~ <br />I I . <br />i <br />is <br />Arbject ~ p@~ian Mo~!aul Tunnel Bulkhead <br />' 10' bt 8" 9' TFnlck dtiW1 2+41 <br />2475104 P. OS <br />i~ <br />By JFA E}~te ' 5J03 <br />Sheet 4 0£_, <br />f <br />r_earthauake accele~iatioa: ' <br />j; I i ;i ~ <br />C = ~,~ i:"=b,l a = 0: 5 (3000)12 a = X0600 a T = A $ f y = 60000 A al ~ ~ ~ . <br />G° T: i I' 30600 a= 60000 A s a° 60000 A <br />i I i ( ,}'306401=1 X61 A, <br />! <br />factored ! ' hqualce I~rtBing ~ M u := M ° M u = 328102 ;ft-lb ' I' '. <br />vFomentr ~ 0.9 I ' . I <br />I ' i I <br />111~inwuind concrete rebar cover, d~~:= 12•L t - m c d =.104.5 in j , ~ _ . i ~ <br />~' ~ ! ~~ ~, <br />lt~„ A , fiy kd - a/2j = 60000 A, (d - 1.961 A f2) = 60000 A $ d - 58830 A ezi 1 I ! I <br />i, ~ ~i <br />5~830A'IZi~i000oAed;+M~#12=0 cl:=sss3o c2:=-soooo•d c~ M,•lY II <br />G 1= 58830 C 2=-6270000 C 3 391,3~72Z3~ <br />i~ ; i '' I <br />' Z ~ .' <br />A ur 2 ~- I C a- C 1 C3 A= 0.632 inz <br />is T•C s <br />1 j <br />'. <br />One cagcjof 8 bars (0.79 ink per bsr, ;1.000-in dismet~•) on 14-in c-c (13-in between bazs~ ~ ~ i ~ <br />,! pro~tdes ~ 677 in2,lft of steel area. ' , ~ ' <br />~ I ,: I <br />T>e, A s :- 0.677 in3 <br />Check for ~dequa l <br />~~ I <br />A~IOwjable facfiared bending moment, A u : _ - C 1 • ~A s~Z - C Z-A s A U ~ 42i7627~ ~ ~nr16 <br />~ Dssign factor led bending moment, M u 12 - 3937223 in-Ib . ~ ' I <br />i. <br />j Eacto} of safe, FS ;_ ~ u FS =1.071 ' ' I ~ . ' <br />r M ~a• 12 t <br />I ~ ! I <br />i <br />I <br />I <br />I <br />i I <br />I i' I <br />! , <br />~~I I <br />Ii I <br />'~ <br />i ~ ~i ~ ;I <br />i <br /> <br />1 g1gp~81a~UYt9J38~gpy{ <br />