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Standard Steel Construction A Manual for Architects, Engineers and Contractors-Beams, Channels ... PDF

328 Pages·2013·24.37 MB·English
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AMBROSE V. POWELL, CONSULTING CIVIL eNGINEER. 1008 Chamber.rtommert:e 8'Id',., QP1ICAQO. " STANDARD STEEL CONSTRUCTION I A Manual for ARCH ITECT~~':~~~ o ($' ...... E </ ~~ " .... N ~'1""'..It R S ~O ~<> ~<T.F AND ~~ACTORS cp~ Containing Useful Tables. Formulae and other Information. --". BEAMS, CHANNELS AND STRUCTURAL SHAPES, Made by American Iron & Steel Works. JONES & LAUGHLIN STEEL CO. PITTseURCH, PA. CHICAGO. ILL. RItVISEO flY P. L. GARLlN'OHOUSK, C. I<:. 0\110 ALEXANDE.R. NURICK, C. E. PRICE. $1.00 , C"1>yri!o(ilte<l.I>1OO, j,,~a;g &. 1,.\\i(;IlI.ll<~, LI>"H.IJ. \';()I·)'righlt'ti.I>l!l<. jOl<I_~ &. L.'U""Ul<S. LOlln", C"l')·righl~<l. 1(0). JOSI:.! 111 L.\U"IH,II<~. L1Wrn.". Cop)'righl~<1. 11lOiS, JOSt;S '" L"UGIlUS tiTEU. Co. JONES & LAUGHI.IN !;1'lnU. CO. 3 Preface to Fifth Edition. In lIubmiuing this n,wised edition of STASl>AIIII S'I f:!:.L <;U:'hTIIIJCTlON, it is our nim to put ill concise form such information as should provc most wicful to Stmc tuml EIl~';n<X!rs, Architects and Contractors. W() havc thoroughly revist:d all data relating to st<X!1 shapes nmnufacturcd by us, which shapes (:onform with the st:lIldard so..'Ctions adopted by the American Associa tion of StLoci :\l:i.nufacturers, omitting sections we no lon&'tlr make, amI adding a few new shapes. Wo h:,,"o discontinued manufneturing L'OITUgated stLocl, but &';\'e on p."lge 163 a t.able conforming with the mO!>t appI'<J,·t.'d pmetice. We state in this edition the extreme length of beams. channel.oI, angles, tces, bars an(1 pl.:lt~ which we aTe willing to make. but we c."l1l attention that these lengths might 00 eXCCL,<led in some specinl c."lSCS, and would in vite correspondence on tbis SUbjL'Ct in cascs w,hcn..lOllger lengths arc imperative. 'I'h~ Standard Specifications for Structural Steel. on puges 2~3 to 231, ure revised to t.·orrespond with those· udopted, Februnry, 1003. by the AssociatiOIl of American St<X!\ Manufacturers, The permissible working shear an(1 hearing [or ri"ets has, in many handb<xJks, been kept the sam. as when in former timC'S wrought iron was used instead of steel. This is inconsistent with the baluncc of unit lo."lds which nre univers.'l.lIy used in proportioning stL'C\ struc tures, ,,'e therefore gi"e, on page 2'!O. a TC\'iscd table where the shear anti bearing for rivets is ~';,·en. which is permissible for quiescent loads such as in buildin~s. and on page 2~1. tho~ for mO\·illglo."ldsus in bdrlges, (:rane ways, motor supports. or for similar purposes. We have inserted data relating to chains which we manufacture, pnges 40 and 41. Also a l.\,ble of wrought stt'cl pipe for stc:u:n. gas und wnter, which we do 110t man\l!nclurc. forrcferencc(>nly; ali(I a table of the Metric SY!:ItCIII colllfJllrL,<I with the l< S, Staud:lrd wcights aud measures givcn on pages 29'J to 303. 1';IUbu'gh.Jun. .. I\II\'I JONE!; & !,AUtdII.IN !;Tln:J. CO STANDARD SECTIONS. Steel Beams. 8. O. 80. 85. 90.. 95 and 100 lbs. , ' --3.2&'-- " o· ~ ,i I " • • JO~ES & [.AU(;[[L[N S'T[, EL CO, ~ STANDARD SECTIONS. Steel Bea.ms. ,, • •• '0 8.2. "•0, •00" 6S, 7lb0 •,• n 0 B.l. :; 80,85,80,96,[00 d [b •. g * ~ ...... -.. 8':2f>~,;------'~: ~--.... - -6.399-"--'-"· ~_. __ .• __ •. 7·;OO_· _____ ··'~ : ~ ...•.•.•. -1.284:----. ---..~ , ft JO~F.:-; III: Li\l'GIILI~ STH~:L co STANOARD SECTJONS. SteeL Beams. B. 2!12 65, 60, 66 lit 70 lb., I ! i T i J()~ES & LAL'(;IILI~ ~1'gF:L CO ~ STANDARD SECTIONS. Steel Beams. , rvn Ij B.3. , • , , ,,' ~~~ ~ ... ,, ..,, ..~-.. -.-15 .~ •• ------.--•• -•.. -- , , . ,: ' .- 0..58" n, , ..,,, . ,,' r~ : • '' ' .' ~~ ,, :' ..... _ ...... "'" ....... 16~-··· --.... -.. -.-..•.. i : .. *"- .•. r ".. O"'~ :l~ !, :' B... 5, .. ~ 40. 4!t. !to. 55. & 60 ;~~~~~~~' ~'~~~~~~.~.~~ ~. ~::! O. rOO.Q50 0 .. ··,· "", .o::,r. io..::'n ... _ .. _. .. ___ •. __ 12"· ~. -. ---. --... : B... 6. 31\(,, & 35 , ..,,,". . . .,,'.. . ..... _. ...... __ ... 12·~·----····-···-·~ STANDARD SECTIONS. Steel Beams. . . . '".' "~ B;-7 . n t:,: 25.30,35& 40 '" _. O~ ,~ ====!,!~'~N~"~~=~O;"O~',~. " J---------- .. ,0" \ , .. - i ..· ,.··-. .... -~ B;B. f ',.0" ,· . 21.25., .3..0. " 35 • ',•':'," '•ti ~ 0 •• ' " o' " · ,------_ .. ," · ~ .,,:, • 8;9. :'"~ :: 11t(, 20.1(, 22.'(," 25" :r,' ;F;;;;~~~:i.!," O""';;;';"~"~ .. t'; .~. ~r-­ ··8"--' .Ld} •. tt~ ",-,"" :: \ B;-IO, ',j ' ' 15, 11~' " 20 'f~ >;;;;"'''"''''Ug;":,::'';O;"';'~_ -{-----_ .;,; .. ,"---- l,,, " 0.'

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STANDARD STEEL CONSTRUCTION L
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