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<br /> irri1CW Start-Project settnigs Anchor iabrottyt . G., 0
<br /> SIMPSON
<br /> Z LaYall.:1:154 -- N —111 A ik '' Qv 101 0.. 0)
<br /> , me. is 0. J-• _H . ,cii,,,, ,?e,„_44 0 G :" . StrongTie
<br /> A Font 1!,.I , . 1 1°1 0
<br /> size 201.1 ,..font fon t... T , .
<br /> Movement F,s,cII., 64044149.0 I 1419 I
<br /> ' 30 iieiy CiAtii,I F'.4. V" '.- ' ,..^ •r...- . ;''.... -
<br /> .• •
<br /> Input Data
<br /> , .
<br /> Design method:Act 318.14
<br /> And.:PALM(3/413)
<br /> Effectie&brnmentdepth;18.000 eich
<br /> Ccoacteitiormeirneighl
<br /> Stot:cracktd
<br /> c.r.r..tsiv.Stmgth:3500PS
<br /> Seismic deogill Yes
<br /> , --';•.. / -•----."--. ' I
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<br /> .
<br /> I Restating Anchor Forces
<br /> *--;,• '- - I• -:, - .. ,
<br /> I P Terrilon NI Shea;"[) . . ,
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<br /> 3 16492 433
<br /> 2
<br /> 6451
<br /> 0 483
<br /> 2=-7;, _
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<br /> 4
<br /> .0 .,i7
<br /> .--.16182 483
<br /> 5 0 483
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<br /> ''''''.-.._ ,,,'• 1'6 16192 453 --",cb , - ,-,1%,,,p, _ -...
<br /> I , „.7.c.„......,,
<br /> 6161 183 . I -'55',..,../'
<br /> 13 0 183
<br /> '''
<br /> 618110 tt-lb .'-'1 ----if ' „f •-.5.2'
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<br /> ..,, ,z. 7.--
<br /> Goventing tension ratla 71.3%(Parn)
<br /> '---, .. . . .,.... ' / ,
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<br /> ',4.-:' - e• - - --..,
<br /> -
<br /> .st,,i strength 54'9% "192' 2°.6° -'ll 1
<br /> concrete brnatorn 71.3% 62405 871;194,‘3.,,,,Ic,---„1 . - ...a 5 s'"' ''..."--
<br /> Pulout
<br /> 312'4' 16492
<br /> ._' t•'''..1 y 'A
<br /> cteTy X
<br /> .,"„,.--.1 <
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<br /> .G o v e r n i n g shear ratio:3.19's(Paso) ' r .
<br /> I)lb 45.5.:51-
<br /> P•ate V,„(h)l Ova,) ' ' '‘., •i;',..,...; •' ...3 .
<br /> •3 483 15633 4',,,k(Ar' •
<br /> Steel Irmo, 15'. ° , ,
<br /> 1.4% 3860 769436
<br /> C."'al'F'''ut . ',I:56,'•, .i; ..,
<br /> interaction ratio:71-3%(Pass) 'I,.
<br /> •
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<br /> , l
<br /> 7 ;
<br /> I
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<br /> Sec.17.6.1 21.315
<br /> 0.7
<br /> 1 , , -.„,,,
<br /> /1
<br /> pAB611(3/4'16)With hef.r-18.120D inch meets the selected 'Y .,
<br /> drain.crit.i'•
<br /> *,i. 0 0 o. , J-
<br /> 1 1 Chart i I* ")' ' Conti 1..-4.50'.1.' Smin a 4.5() 1 i,-,..71% L,v.3%I 1.I1+V a 7111 n; .,;-.
<br /> 1 07o
<br /> i v tt,
<br /> ,t ,t, A .,..): ii (Pit 766
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<br /> -1:' 1/(ia( ii.))(/0/I)
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