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...) <br /> Compression Test-WC-33-1 <br /> 2500 <br /> § Maximum Load ail a •" <br /> 2000 2330 16; 1 2t15 m �.4,r .y m+- <br /> ti < <br /> a1500 <br /> t 5fi ". A t `` ro: a ` . - <br /> prx <br /> 3 1000 .- , n <br /> 500 <br /> e � '" <br /> , u y�Ya x as« "il'. <br /> 0g g NI <br /> 8 8 mt g m W d I. <br /> N m ,t <br /> O• O N Y <br /> 0 4 4 4 4 4 4 4 4 4• 4 4 4 4 4 4 <br /> Deflection (in ) <br /> Compression Test-WC-34-1 <br /> 2500 y N. b ", a t 5.- <br /> V <br /> o <br /> 1000 Maximum Load <br /> 500 r r '. 22081b Q-1.199 m <br /> 0 yy44�� �y�yqq;; co PrO -ggco <br /> o S 2 o 0 cal. 0 0 g, o d o co to OD A 2 VC)2 o I <br /> • <br /> ci 0 0 4 4 4 4 9 4 4 4 4 4 4 4 4 4 <br /> Deflection (In) <br /> Test Result Summary of Shelterworks Faswall®Wallform Building Material Properties. <br /> Page 13 <br /> October 17, 2008 <br />