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Compression Test-WC-33-1 <br /> 2500 "'""' �..� ' '.. <br /> 1 �. Maximum Load <br /> taISI <br /> 2000 ^r ero 2330 lb @ 1 285 in a r <br /> a 1500 1 �=.uSa.� z *+ a i y• <br /> 0 1000 Ce, 4.4 r ne .n �Gr vw�- . 3^ <br /> 00 .a;=OW <br /> vs �A m � <br /> ' to ' ,. � <br /> cm a) -a m N- IA I- O m n m I(> r CO V) N <br /> N N N CO m m m N C'1 V I� C) VI N m <br /> O O N N com N- N- o] a), O N V (O N <br /> O O O O O O O O O O N V <br /> 6 4 4 4 4 4 0 0 o d o 0 0 0 0 0 7 <br /> Deflection (in ) <br /> Compression Test-WC-34-1 <br /> 2500 <. , .t <br /> Noti <br /> 2000 rear '5 r 7 ,' <br /> n •1500 '- 5 L �'Z <br /> C w , <br /> c 1000 ram"`' Maximum Load f <br /> r <br /> J 500 ' �' F P .� 2208 1b @ 1 199 in <br /> q tm v <br /> uI m m o m m CI CO y vI m y L) o <br /> O m N O Cl) v m CI nm oI l(I m A. n m <br /> 0 0 0 0 o N N z71, m o uo o - �i N m <br /> o 0 0 0 0 0 0 0 0 0 0 0 0 o m n o v <br /> 0 0 0 0 0 0 0 0 o g o o q q q q q <br /> Deflection (in) <br /> Test Result Summary of Shelterworks Faswall® Wallform Building Material Properties. <br /> Page 13 <br /> October 17,2008 <br />