Laserfiche WebLink
Bending Test-B-016 <br /> 120 Maximum Load , <br /> '— ":',-11,i-,Et.',- x ' + x J r "--t <br /> .13 <br /> 0 60 e�u tt s fixxN ` ,-„ n p <br /> 7,, e r ' r s Y r y, A <br /> 13"-: • h t 1 <br /> • 4• `ri3�^ `+ ze xz r N <br /> 0 <br /> o v) CO r v r m yy o 0 0 0' M r y N m m <br /> O o CO N m Ma) N m M fry) V a l CON 18 m O) n N <br /> O O O O O O 0 O O O O 0 O O 0 O N <br /> o g o 0 0 0 o q o 0 0 0 0 0 o q q o 0 <br /> Deflection (in) <br /> Bending!) <br /> ending Test-B-01T <br /> 120 i4. .P3 c...u'4 n <br /> _ 100 ,g�1 <br /> dt fir. M l � x T db <br /> 0 60 Weir?• *a )'&i" . r.• "� j' `4,sta' Maximum Load �. <br /> J 40 „: erg^r thilCe rA'..6tew,.: "�• ''t-.q•Z�;$ t : 129 lb @ -0 091 1n rc <br /> 20 � �a <br /> O (O o V C fO tO m rtm O n m N r O n m <br /> O O 1� m N (O O N N m b O) V f� N N o <br /> O O O O N N N 9 O) c� V N N m 1� O <br /> O O O O O O O O 0 0 0 O O O O O O O <br /> 0 0 o •g q q o o a o 0 o q o q o 0 0 0 <br /> Deflection (in) <br /> Test Result Summary of Shelterworks Faswall®Wallform Building Material Prop <br /> Pageerties.9 <br /> October 17, 2008 <br />