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<br /> <br /> l- <br /> I- FIGURE 9-2: DAMAGE REDUCED <br /> !fHF'4, STRUCTURE RAISED 3 FEET <br /> ~HF'2 . lSNB, SKEW M. VC/VS =.35 <br /> - <br /> w 15 <br /> ::> I- <br /> -' <br /> ~ jfHF'8 , <br /> W l- <br /> t>: I-FHF> 121 <br /> ::> <br /> f- <br /> (,) <br /> ::> <br /> !l: l- . <br /> f- <br /> (/) t- , . <br /> u. I- <br /> 0 . <br /> w I- , <br /> '" 10 <br /> <( \ <br /> l- f- <br /> z <br /> w l- . <br /> (,) <br />C1'> a: I- <br />" W <br /> 0. l- . <br /> ~ <br /> Cl <br /> w I- <br /> (,) . <br /> ~ I- ~ <br /> 0 <br /> w <br /> a: <br /> w <br /> '" 5 <br /> <( <br /> ::;; ~~~ <br /> <! . <br /> Cl <br /> ..J <br /> <( ESTIMA"ED COST )"\ <br /> ::> <br /> z (Percent ge of Structure Value) <br /> z <br /> ..: <br /> 0 r-----=::::: \ <br /> w <br /> ~ <br /> t.> <br /> W <br /> Q. --------------- -----I-----t----- ---- '-- <br /> >< <br /> w 0 <br /> 0 5 10 15 20 25 30 See Table A-4, Appendix A <br /> EVENT AT FIRST FLOOR (EXCEEDANCE INTERVAL, YEARS) for damaoe data beyand <br /> 30 years. <br /> <br />