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Stresses in structural steel angles : with special tables . Is. IC]>. to I ^ ICI>> rH X rH X rH X rH X rH X rH X XJ^. X X^ X Xf ^. X X CO CO CO CO CO CO CO CO l> X 03 o I- CO CO CO CO rH rH rH tH to to to 1- r-i- I-I- l> I-r- t>I- X CO XCO XCO X CO XCO 05CO f- 1-I- 1- r- f- CO! - COt- COt> cor- co1- CO r- CO CO CO CO CO CO rH tO CO I- X Ol Ol Ol CO CO CO co: 05 O o rH rH CM CO t- COIS CO I- CO I- CO 1- CO l> COCO COCO CO CO COCO COCO COCO I- rH t- rH rH1- rHI- Xco XCO 05CO OSCO 05CO 05CO OS CO i-H Ol 01 co CO rH CO 05 o Ol CO rH rH Ol M CO CO OS O Ol CO rH tC o1- CO I- ot> ol> oI- o1- XIC XIC XtO 03IC 03 to 03 to rH r- rH l> rH 1- rH l> rH 1- rH r- rHCO »o CO to CO to CO to CO to CO to CO o Ol 01 CO CO CO X o Ol CO to Ol Ol CO CO rH »o to CO I- X 05 o t- CO t> CO r- CO co h- cc r> co rH tO rH IC ICIC IC tO to IC toto X CO X o X CO X CO X CO XCO rH CO rH CO rH CO rH CO rH CO Ol CO CMCO io]oo HS H|M HS njao ie|ao HS co|oo H5 lOjoO •B HS m|oa HS injoo Jo|h w|w -IS to CO to rH He* CO to CO rH 64 TABLES. TABLES 65 o CO rH ro^ CO CM 05 rH CO H LO X LO rH 50 X o CM CM CM 01 CO iH rH LO CM CM r- CM rH X CO OSOa rHCM XCO rHCO CS oa -V oa ooa CO o CO CO oa oaoa t>- i—i oa X r—1 rH CO © LO cs rH rH LO CM o o I- rH rH © X CO as o rH LO CO X X OS X -rH rH•H* CO rHCO o CO LO CM © LO CO rH CO I- Oa CM(N X COCO CMCO l> oa COOJ X oa CO XOl oa ooa CO rH OS rH CO rH COrH co iH oa CO rH X CM CO OS OS as o CO I- o OS LQ 1—| ^h COPC CM co XCM COCM CM CO XCM LO CM rH CM l> rH CO O CO CO oa rH oa i- OS CM CO CM CO oa OS LOrH X rH CO rH CM rH l> LO i> l> LO rH rH LO o LO I- o rH LO X X X o X CO CM OS t> o CO N^C XCO rn CO o CO COCM 01CM X rH o CO I- CM COCM 05 rH CO rH CMCO XCM rHCM ooa COrH XCM oa rH oa X rH TH rH i—1 LOrH CM rH O LO X cs ^ rH rH CO CO rH LO o LO O LO t> O CO CO CO OS X rH 1> o rH 50CO CM co XCM LO CM i—i CM rH XCM LO CM CMCM X rH LOrH o CO 1- oa CO oa OS rH CO rH CO oa CO oa ooa r- rH
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