Laserfiche WebLink
Bending Test-B-010 <br /> 90 .. s nC s" Maximum Load <br /> 80 ..55 lb @ -0.519 in <br /> ta1�`• <br /> � at S" �lT�'8a4� r p, <br /> 50 <br /> j 40 <br /> 0 , . n <br /> 0000°00% ,p'" e 15 00 ,50 1`',^o P0 000`A�'L ,�'y�° e0�41*tp% <br /> 0 0o. o. o A�A�A Ap A Ap A A 53 AA A- A• A' A A <br /> Deflection (in) <br /> Bending Test-B-011 <br /> 100 . <br /> 90 � 'g#, ,"2t , Ty Maximum Load <br /> �/ 80 �` Pg; !t"j/? "`1 48 Ib @-0 0768 in f. ,11 . <br /> 70 /s `ray,q-f, 1 3, <br /> .7 60 x`�"'4+a' SC'b a 11 �. [ t ' •: 't,"`A �+16•` ' <br /> 50 4 -.. 411'.tr x .`.,• a+yS7�ru-L ^ro f, <br /> 30 ,' r ar i •: e <br /> 0etA°c�, P�^, po,5oAApoAo1opoo, AoeA�tioryA,43% Aoop> <br /> Deflection (in) <br /> DRY <br /> Sample depth length width span load flexure deflection <br /> in in in in lb psi in <br /> 5-9 1.75 24 4.014 22 48 128.86 -0.077 <br /> S-10 1.718 24 4.035 22 54.9 152.12 -0.052 <br /> S-11 1.857 24.12 4.04 22 48 113.70 -0.077 <br /> 50.30 lb Average load <br /> 131.56 lb/in"2 Average flexure psi <br /> -0.07 in Average deflection <br /> Test Result Summary of Shelterworks Faswall®Wallform Building Material Properties. <br /> Page 6 <br /> October 17, 2008 <br />