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i3. t4 <br /> A <br /> yr <br /> Compression: z ' <br /> $ '. <br /> l` <br /> Y .1 <br /> I— Compression Test-C-016 <br /> 2500kra.„...-v,;?..T...aer.,lar..a.,,ratyla..14:4#1V3.c.nietril <br /> 2000 Y $ s _ <br /> tcr‘f4;24+44,t:OactP4A13,54e. peal <br /> 41b <br /> 21 1500 ;cc,' <br /> th Egg 4�$ `iA 3 3 <br /> ��4 : a x Maximum Load <br /> 500 � <br /> :� '� 2282 lb @ 0 398 in '.g <br /> �k�X ,41 <br /> c r"7 sX"^,��$ Y ' a n Trz ^a j <br /> O o 0 o O m 0 N m N o m 0- m a M in <br /> 0 0 0 0 0 0 o N N 0 0 0 0 0 v m in <br /> O O O O O O O O O O O O O O O O N N <br /> 0 0 0 0 o g q q o q o 0 0 o d o q o <br /> Deflection (in) <br /> Compression Test-C-017 <br /> 2600 r raw _pA i , . a . t <br /> wVia;.;T1400,11&,.j ,'&' ,_ <br /> 2000 <br /> III a 1500 t ,.35aw .«�. a <br /> �.-, t ' ^ * i sex . :7, Maximum Lcad 1 <br /> r v H 2372 lb @ 0 558 in <br /> 500 r �y '+" A Rs , 4 <br /> 0 0 to m 0 r 0 t-- v 0- 0) v N m N N 0 <br /> O N r- V 0 N 0 N V N V N m CO N N P- <br /> O r N N CO rn 0- (0 CC O h V N <br /> O 0 N O O O O O O O O O O O N V <br /> . . <br /> 0 0 0 0 0 0 0 0 0 0 o g q q o O o <br /> Deflection (in) <br /> �/ Test Result Summary of Shelterworks Faswall®Wallform Building Material Properties. <br /> Page 12 <br /> October 17, 2008 <br />