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Stresses in structural steel angles : with special tables . 00 o oo o GO oi 00 CM 00 CM 00 Ol CO CM CO Ol CO Ol 00 CM CO CM oo CM 00 o o o o o o o o o O 00 co CO oo 00 00 00 I- i> rHl> rH l> rH rHb- -HHI- rHI- rHi> rHr~ rH1> i>i> r- i- I- 6- i- I - i- rH rH LO LO CD CD CD i- i> 1> i> t> i- l> I> COCD COCD COCO COCD 00CD 00 CO oo CD oo CO oo CD GOCD CO i> CO CO I- CO l> CO CO CO J- coJ- CO I- CO lO CD l> I- 00 CO Co Co O O OS Co OS o o o rH rH Ol CM COCD COCD COCD COCD ?COCD COCD COCD COCD TfHCD CD osCD CoCD CoCD o1- ot> o o ol> oI- o LO IQ CD t> GO oc Co Co o o LO LO CD CD t> oo CO Co o OSLO OS LO OS LO OS LO CO LO Co LO CO LO Co LO o CO o CD CDCD CDCD CDCD CDCD CDCD CDCD CDCD CDCD CDCD CD CO OS o rH Ol Ol CO rH LO CO ^ LO CD CD I- 1- 00 GO Co O B3 lO LO CD LO COLO CD LO CD >o CD LO CD LO CD LO CDLO COCD COCD COCD COCD COCD COCD COCD COCD COCD rHCD rH 32 HIM -IS rH t-|ao 212 32 w]ao CD 00 00 52 TABLES oO ft t-H o I—I o H O w o c n 5 C5 O o w S g Q 3 2 <ft a B o oo oo oU o_o. % < One oa D* *o a ilues a) 3 <U O O 3b 00»OO00(NC00)05OO05 05 HOOOiOONNCOiC^ HOO^OJ^OOOJHIMHH 00N00NCD0005^OC0»O O^OOOCOCOCOMHNCO O CD rH COCD CO IQ lO ^ ^ CO CO rH i—I i—H T—I O C5 O CO1> CD N CO ^ Q CO io io Tti TjH TjH CO CO (M CO *0 00 o LQ HH rH -r^i CO rHrHOOOOOOOOO CD CO CONNNGOOOOOJO OOOHH(N(NCO^^iO NNOOOiOH^COrtiiOcO HHlNCO^iCCONOOOO Q0OOH(^C0^»0N0005 w|<o n\<o ih|«c H|rl H» HM C3|- © COCO COto o iO CO TP to tO © LO TpTP © CO tP CO 00CM rH TP ©CO CM CO CM I> 00 tP o © TP oo ool> CM I- COCO © CO tP to TP CM to tP CM TP !>• CO CM CO !>• CM © CO *o CO © ro ©CM © tO OS co tO TP to TP CM CO © CO 1> © © TP © tP © to 00 o oc TP ©CO COCO !>• to LO LO TP CO TP © TP CO ©CO CM CO COCO CM Tp CM 00 00 CO OS tO © rH CO tP © |> tP © tP 00 00 1—1 rH 00 1—1 00 CO 1—11>* to CO o CO tH to © Tp COtP
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Keywords: ., bookcentury1900, bookdecade1910, booksubjectst, booksubjecttheses
