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Bending Test•Bw-034 <br /> 140 4 <br /> Mammon Load <br /> 120 lun } 4Se 127 lb 0.084 in y ' <br /> loo <br /> 1 60 5 Y a * * s y y <br /> 0 0 0 0 � e o 0 0 0 � cvaf o o gi <br /> 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 <br /> Deflection (In) <br /> Dry <br /> Sample depth length width span load flexure deflection <br /> in in in in lb psi in <br /> S-12 1.743 24 8.009 22 96.8 131.29 -0.012 <br /> S-14 1.796 24.01 8.012 22 133 169.83 -0.096 <br /> 5-15 1.877 24.05 8.021 22 90 105.10 -0.114 <br /> S-16 1.905 24.01 7.99 22 91 103.57 -0.103 <br /> S-17 1.783 24.05 8.016 22 129.2 _ 167.31 -0.091 <br /> 5-36 1.877 24 7.984 22 104 122.01 -0.074 <br /> 107.33 lb Average load <br /> 133.18 Ib(n"2 Average flexure psi <br /> -0.08 in Average deflection <br /> Wet <br /> Sample depth length width span load flexure deflection <br /> in in in in lb psi in <br /> Bw-33 1.75 24 8 22 136 183.18 -0.073 <br /> Bw-34 1.75 24 8 22 127 171.06 -0.084 <br /> 131.50 lb Average load <br /> 177.12 Ibnn"2 Average flexure psi <br /> -0.08 in Average deflection <br /> Test Result Summary of Shelterworks Faswall®Wallform Building Material Properties1/4114 <br /> Page 11 <br /> October 17,2008 <br />