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cv <br /> Bending Test-B-014 <br /> 140 , r2 'M 41411- , aximum Load <br /> 120 -4.' 133 Ib @ 0 096 in <br /> 100 .y a x-o-'f„: d �4t ' -�, '1. '�l <br /> D 4 AW <br /> r <br /> 40 � ' 3" ' <br /> sS <br /> 2p vfsy e. , .". ','� s'g• "a.''*'10- ,-liwa2 3.... x.:x" ,...x-.r'3�,< • i <br /> O 1. O n V O n n O h co pNp N CO NO N <br /> O O O O O O O O 14 O O O co O 0 0 0 0 Z.T. 0 , <br /> o 9 9 9 9 9 cj g o 0 o q o 0 o cj o 0 0 <br /> Deflection (in) <br /> Bending Test-B-015 <br /> tif �w ate,. w,rr� �::a .4.,51`4 � <br /> 140 1 _ Maximun Load <br /> 120 `.x .x ' +x""`.. 95 lb @ -0 1137 in <br /> w`' T tab :7 <br /> 100 aA t' .4' d at w - ' <br /> ,c a <br /> a 80 L. ,. x".". �i3# s -b r . <br /> y v.i..�, -.r r r n �., g .k . ,'E <br /> 0 am, <br /> 40 ",r iib x t'- ?.A a ,+4 3 a Mitt �H, .�iait S � <br /> 20 sa$ ka. t anc` c`,44'' x iarrip k ` j <br /> tti.h$ k :*. .� „- - 0. +'ram :.. <br /> 1 45 89 133 177 221 265 309 353 397 441 485 529 573 617 661 705 <br /> Deflection (in) <br /> Test Result Summary of Shelterworks Roswell®Wallform Building Material Properties. <br /> Page 8 <br /> October 17, 2008 <br />