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Compression Test-WC-35-1 <br /> 2500 s qLL„ y_ <br /> 2000 <br /> , q,w� yt sri,Saj$i £ N) rv,. ^, LICL aN <br /> :6 1000 <br /> 0 1000 ? r '- .. x -F'v -.w4 '` tr' <br /> L4L $ r*> 3-�� �y �a^;. Maximum Load <br /> ICI 000 Ay1 a t it -� � wy �n w { 2105 lb -0.622 in <br /> 0 N N 0 co N r r CL) CO CO N N- n a0 N rV CO <br /> O O 0 rN N r- O N V N- h CO O co N O) O <br /> O O O O O O O O O O O O O O O O O <br /> . <br /> O O O O O O O '6O O O '6! '6 O O O O O O <br /> Deflection (in) <br /> Dry <br /> Sample depth length width span load compress deflection <br /> in in in in lb psi in <br /> S-C-016 2 6 8 22 2282 190.17 -0.398 <br /> 4111/ S-C-017 2 6 8 22 2316 193.00 -0.681 <br /> 2299.00 lb Average load <br /> 191.58 Ib/in^2 Average compression psi <br /> -0.54 in Average deflection <br /> Wet <br /> Sample depth length width span load compress deflection <br /> in in in in lb psi in <br /> WC-33-1 2 6 8 22 2330 194.17 -1.285 <br /> WC-34-1 2 6 8 22 2208 184.00 -1.199 <br /> WC-35-1 2 6 8 22 2105 175.42 -0.622 <br /> 2214.33 lb Average load <br /> 184.53 Ib/inA2 Average compression psi <br /> -1.04 in Average deflection <br /> Test Result Summary of Shelterworks Faswall®Wallform Building Material Properties. <br /> Page 14 <br /> October 17, 2008 <br />