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t ;,y` {ate <br /> k ,►^ice <br /> st <br /> Compression: � ,� .0 4 ' <br /> _\' �t .' - e i <br /> Compression Test-C-016 <br /> zsoo <br /> a tr . <br /> g o ( vein a,( .i. r { : ` ,, ' �, <br /> a 1500 d 5 t , r X , ' '`. �C.bFRa ': �i? }F <br /> ;Cr wb , '»! ^fi , i a*s' n <br /> a: iz °; ,• �15 Pr 151 x Maximum Load <br /> LL't� . # ` " ' `di. 2282 Ib @-0.398 m ,�y <br /> 500 . ., a Sap wx •" ," <br /> 0 <br /> o n i� rs co m a " E a 9i 9 29 0 0 0 8 8 8 S si o a 9 . P o <br /> 6 4 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 9 4 <br /> Deflection (In) <br /> Compression Test-C-017 <br /> 2500 <br /> 2000 'r> d1,A Mli,. ' .s <br /> s lsoo v �' <br /> Maximum Load <br /> 1000 et fl fi 2" `., fx"t, -0.558 <br /> 500 <br /> 0 qq$$ p OOp p pp� <br /> O O O O O O O O O 1 O . O -. - N 41. <br /> 9 <br /> . <br /> 0 4 4 4 4 ' 4 4 4 4 (i 4 4 4 4 4 4 4 <br /> Deflection (in) <br /> Test Result Summary of Shelterworks Faswall®Wallfortn Building Material Properties. <br /> Page 12 <br /> October 17,2008 <br />