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<br />D.~~E 7/2'1/19'12 <br /> <br />~ef[u12s Metal Sui <br /> <br />205 East Pleas0re StreEt <br /> <br />1:(.(_,"":" :r_. 7;::::;,-; <br />- - . ,." <br /> <br />2halffiEt+e i,A 70044-0439 <br /> <br />'::;'j,-, 1.. 'J (\ ',' 1 '-;'0. 'i ~ r,. <br />,;" '.": ..,.'. .i..~~: r, ~.L <br /> <br />F'M':J.JEC:' NO <br /> <br />T T M~ ~ ~ ~ :: 7 = :.: <br /> <br />~TRESS ANALYSIS FOR MEMBERS 3 TO 4 INCLUSIVE <br /> <br />! CC'" eVTD::-M'""T\! <br />. , '. , , ... : " . ,: . . . <br />-.. '".. ~ <br /> <br />~ ~ ~ UTe j T GeM ~ T V <br />, , " '" .: ,. , -; , ,: . , , <br />- - -., -'- <br /> <br />:'T <br /> <br />--------------------------------------------- --------------------------------------------- <br /> <br />0:'51 ; <br /> <br />AXIAL STRESS BENDING STRESS S~R~S~ AXIAL STRESS BE~DIN8 STRESS STRESS S4FAR <br /> <br />r;:.....:.. <br /> <br />COMPUTED ALLOWA8~E COMPUTED ALLDwABLE FA~~: CDMPUTED ALLO~JABLE C8MFUTED ALLOW~BLE :>\TTr: Ki~: ~:: <br /> <br />- ~ 7:: <br />...r'_:; <br /> <br />_! if" <br /> <br />; ~;c ~ ; <br /> <br />'::"':'" '--'--. <br /> <br />"."'_., "-,:rl <br /> <br />Y):i)'..' <br /> <br />7" ,.- ..-, <br />""";:.i <br /> <br />'.:''. -Ii' <br /> <br />.: ....: <br />'::"'_'.!.i.i. <br /> <br />- - <br />.. . -- <br /> <br />'-;"Z c;.,. <br /> <br />.:,..;... ')0 <br /> <br />.2.._'J'_'... <br /> <br />1; .:-=:: <br /> <br />i" 7('. <br /> <br />~~ P4 <br /> <br />7:-, ,',:., <br />.:.,.) ~ '.);) <br /> <br />':'.'.) ~ '),) <br /> <br />30. G;_' <br /> <br />.':','.): i);} <br /> <br />.-,..) ~~j..... <br /> <br />-.'..' <br /> <br />".: ;;'.' <br /> <br />r:" 7;:: <br /> <br />''10 ,~"7 <br /> <br />..i..:.-, <br /> <br />'7: C <br />.--''-'..' <br /> <br />.' L.L <br /> <br />,....Oi <br /> <br />.)1.'1 <br /> <br />GEO~ETRIC PROPERTIES FOR MEMBERS ::~ 4 I~C~jSIVE <br /> <br />; ''':W <br />~ ; \.-,:;,.' <br /> <br />24,~~ <br /> <br />c: c c. ..,.. T <br /> <br />i eeT ':f ,"..\lCC <br />." , ".....",,,, <br />--. . . _...._- <br /> <br />i 1:..., <br />":'0,-"4' <br /> <br />- -1.74 <br /> <br />-1:76 <br /> <br />" "7,. <br />-'-.; .' <br /> <br />f .,,, <br /> <br />~~jj <br /> <br />'it:.: J::'J <br /> <br />.,t.i"iii <br /> <br />~(;, ,-",(, <br /> <br />30.00 <br /> <br />:-" "J' <br /> <br />.,r. ,;.,. <br />'::",;..i.._' <br /> <br />,,; ,-.;;,,!' ;-, !:iJ(".,- <br />- , --. - . ...._- <br />, I '_'" ,. M'~." <br />. ,- -... ,_... ,-- <br /> <br />_ = : _ _ T ~ .. <br /> <br />.-: ~ t", <br /> <br />-..:..25 <br /> <br />i ~ G.; <br />....1.: ,.t. <br /> <br />i::' 70 <br /> <br />-1~,~84 <br /> <br />C '"Ji.. <br />1..','--''-' <br /> <br />'7,', :",,', <br />'_"J. '4".' <br /> <br />.100 <br /> <br />..'i.I'..; ;:::.71:. <br />.~""'-' <br /> <br />. 2:45 <br /> <br />. .~: C''t <br /> <br />c~r~In~1 PPJP~OT!~~ <br /> <br />ii;(' <br />. -. <br /> <br />;1 Of, .;fj;1 <br /> <br />'"",it: <br /> <br />'1",,", <br />: .. i.--; <br /> <br />.' 'f L <br /> <br />Lt',q l*,ii.i. <br /> <br />,'!W,' <br /> <br />: ",~-j <br /> <br />,:"" ...,i, <br />._".'.....-,.' <br /> <br />i.. ;;;:. <br />w. '.''-' <br /> <br />Ci .-;,t; <br /> <br />"1-'1 D'Z <br />i.i...i...'._' <br /> <br />--------------------------------------------------------------- ------------------------------- <br /> <br />':;"'_'. ~ i.. <br /> <br />{ IN2:l <br /> <br />(:N4 j <br /> <br />MCM D~ SECTION MO;ULUS <br /> <br />:t:i <br /> <br />~n LOCATION WIDTH ;H~ UNBR LG~~ ~J0., -HK JNBR LST~ THK HEIGHT S SPACE AREA INERTIA L C riD T CUT <br /> <br />-"..1'7'. <br /> <br />:,l; " <br /> <br />~, ~\l <br /> <br />,-. c ':' <br />7.,-::, <br /> <br />4 <br /> <br />i'. '::L. <br />1. '_': '_"...:' <br /> <br />'! -:: ':0 <br />..:. .~. :. W 1..' <br /> <br />17:14 <br /> <br />'~, (, '~'- <br />L'.', ;:,. <br /> <br />32(j.42 <br /> <br />''; i:~ 7;:: <br /> <br />','>.1 :i:.; <br /> <br />i~ <br /> <br />YIE~D STRESSES ,.~; <br /> <br />! ; ~f '; <br />T..i !1i <br /> <br />:', '.-0' ,2~;;) <br /> <br />G.O .250 <br /> <br />:.. (! <br />L',,-, ./.;,! <br /> <br />!. l, ,-,~..., <br /> <br />.~, , <br /> <br />c': :j <br /> <br />iq i <br /> <br />'"]t::. <br /> <br />60" ;:~; <br /> <br />::';'1 (, <br />'.J'_'r'.' <br /> <br />i..\ h <br />'J') I '..: <br /> <br />i-,n 4 n <br /> <br />::;l): (; <br /> <br />.f!:."-. <br /> <br />.~.;.; <br /> <br />;ll'';. <br /> <br />6" (; . ~;:.:~i <br /> <br />Md :2~/~ <br /> <br />; ;!l:', <br />\ ih,' <br /> <br />r.,C,() <br /> <br />t." .2:;0 1.:-'(;.n <br /> <br />'__,C.t! <br /> <br />'-;,C,fl <br />_ . , ~..:. 0..'..' <br /> <br />b ~ <br /> <br />- <br />:' ..' . -" -, <br /> <br />.:... .:,t:,{.. <br />;"':,'0.' <br /> <br />FLANGES WEB <br /> <br />i:,'-., i' <br /> <br />'-,I: . <br /> <br />{IN) <br /> <br />60.0 <br /> <br />l..'.'.','.' <br /> <br />'1(; (, <br /> <br />~ -, ..., :"; <br /> <br />- ..,\ " <br />.' :.'.'.'... <br /> <br />( n~) <br /> <br />IN) ( ~ ~~) <br /> <br />,~88 ',t (,(, <br /> <br />23,47 <br /> <br />.,:".) (J,~ <br /> <br />"00 'J') ,'(,\ <br />. ...:...'~' <br /> <br />.; '"1C <-:';,i' <br /> <br />i ---;,1:. ,-... .'.H; <br /> <br />"l:. - <br />-- . - . <br /> <br />~ .-, J: r." <br /> <br />..'-; :d.. <br /> <br />: 125 ':'11 !:."\ <br /> <br />,,125 '~'(;."!' <br /> <br />,-, <br />='.1 <br /> <br />:\.; <br /> <br />0\'; <br /> <br />!; <br /> <br />:0 <br /> <br />"-.' <br /> <br />7, :. <br /> <br />L.e.? . <br />:..::.....! =:.. <br /> <br />7 !: <br /> <br />I:.Oi -r <br /> <br />.....:L.;, .:.. <br /> <br />- <br />. , - . . <br /> <br />1:, 7 <br /> <br />.q.t .~, ~ (_, <br /> <br />,': r; ;, <br /> <br />c. L <br /> <br />!-. .,. (J ~ <br />-,-.:..;. <br /> <br />-'. [, <br /> <br />414Jl <br /> <br />i:, 1:. <br /> <br />7,;" ;, <br />:,:'), "7 <br /> <br />!!!ll'7 <br />tiili.:' <br /> <br />::).6ft <br /> <br />50.50 <br /> <br />:",oJ W-: <br /> <br />,~:: 'j7 <br /> <br />,j'-:' DL. <br /> <br />,~i qr' <br /> <br />41: 7\" <br /> <br />_~', / '7 <br />'-"-'. .0._' <br /> <br />70 ,; 1, <br /> <br />5.3. ,~4 <br /> <br />,-,.:...".-',-, <br /> <br />1:", t:..', <br /> <br />~'j: \'i~; <br /> <br />,1 i Q..-, <br /> <br />t,.., i..":! <br /> <br />'"?':; 7:J <br />