POCKET COMPANION ABRIDGED EDITION CARNEGIE STEEL COMPANY A. I. A. 13. . ~ I TOPICAL INDEX Pa. . CD Sections. ..................... 6-21 Standard Beams-H·Bcams ..... 22-31 Illinois Special Light Beams ..... 32-33 Channels and Bulb Angles ...... 301--49 PROFILES ELEMENTS Angles, Tees and Zees .......... 5..0.-.6.5 , DIMENSIONS Piling, Cross Ties, ete. .......... PROPERTIES Cover Plated Columns .......... 66-69 Formulas ............... ......... ' ....1 Rectangles, Angles, etc. ......... 82-97 Plate Sizes ... ..... ... ... . ....... 9S-IQ2 , Explanatory Notes, etc. ........ 103-121 Web Resistances, etc .... ...... . . 122-131 Loads, CB Sections ...... ...... 132-165 BEAM Loads, II and Standard Beams ... 166-187 SAFE LOADS Illinois Special Light Beams .... 188-189 Channels .................. ...... 190-201 ..... Loads poe Foot .. ..... . ... 202-215 Angles, Tees and Zees. ..... ..... 216-221 ... .......... Explanatory Notes. 222-231 PLATE GIRDERS Table of Elements .. .. .. .... ..... 232-233 Explanatory Notes ........ ...... 234-239 Loads, nolled Sections ... ... ..... 240-257 COLUMN Cover Plated, Rolled Sections ... 258-260 SAFE LOADS .... Grillage Foundations ........ 261-263 .. ..... Column Base Plates ...... 264-273 Rivets, Pins and Bolt.'! ... .... . . . 275-289 STRUCTURAL .Miscellaneous ................... 290-297 DETAILS Beam Details, Connections ...... 298-300 PLATES Floor and Buckle Plates ........ 301-305 f3/;(5 POCKI:T COMPANION "'BRIDGED EDITION INFORMATION AND TABLES FOR ENGINEERS AND DESIGNERS AND OTHER DATA PERTAINING TO STRUCTURAL STEEL CARNEGIE STEEL COMPANY G __o IOUic .. COTnegie Building - PittsbuTgh, Po. ILLINOIS STEEL COMPANY 6.n. ...l 0ffien 108 South La 5011. Sheet, Chicago, III. Suio.idiaries of Unit.a ~ Stotel 5tHi COTpOfOtion Export Di.tributors Pocihc: Good Di.bibuton United Slute); Ste,,1 PToducb Co. Columbia St• •1 Company New YOTk, N. Y. Son FTondlco, CaliF. U'~'<>"""'''S' eop,rlghtcd 1\)31 by C ... H,H:Oll: ST"I~ Co. ... ,·"'. ... I'l~ ..b urgh, Po.. =d I '.~I"OI" 8 ..1 1,. Co .. ,. ....... ChIcago. III. P~lnted In U. S. A. FOREWORD THE purpose of this Book is to place in the hands of users of structural steel advance information as to certain changes which it hAA herm fOllml rlesirable to make in the series of CB Sections. Time hns not permitted the preparation of the Twcnty fourth Edition of the complete Pocket Companion, so this book will be called Pocket Companion-Abridged Edition, 1931. Complete data pertaining to CD Sections, American Standard and other structural sections most suitable for use in bridge, building, car and ship construction arc included in this book. Safe loads and other data for structural sections arc in accord ance with the standard specifications of the American Institute of Steel Construction, revised November 1st, 1928. Sections shown in this book, except whcre specifically noted, arc rolled by both Carnegie Steel Co. and Illinois Steel Co. Where sections are rolled by only one of the two companies, such sections carry the following symbols: cRolied by Carnegie Steel Company only, and • Rolled by Illinois Steel Company only. Although books for the two companies arc issued under different covers, the contents are identical. TABULATED LOADS The tabulated loads herein presented are expl1.'!ll!ed in kips. The term kip hall been extensively uaed in technical literature to designllte one thousand pounds and is employed here all being terse and convenient. , , -- r -- 33.00 --, 33.00 - - ---, , • - ~ • ,• • .71- fl.. .} : I • / ~ ". I eS331H 33.1I~ L CB332N 33x15.w. 1112,141, '32, W lbo. 280.240,220. 210, UtP ,. ... ( - 15.00 - -. ,..,10.50 , r-- 14.00 " ,.. 10.00 , , - 14.00 --; r .• r ·• • r f •• •• •• I I I ... I I I S a ~.* 0 "II g"~ ~ IW t:; ~ J 1 I j I I S : I I ~ I ~ L~"'''''+- I !: I ! l l " C8244,. 24.14 i . l CB272N 271114 CB271N 27.10 ,GO,150.140.W'" C8302N 30.15 CB301" 3O .. '0~75.1eo,I5&.~I .... 112.1()<1.el,g',GI"'. 240,220,200. 131,122.!..1J.,oe,. .. r, ~7,.12X5,I,-!...l tQ , .... r~1-8p.44o9-.' r-I'"" -12.0,0. - i r,I 'M rI ~8.75• •., , I "A' . § 0 ~ ~ ..1 11 G~, un , ~, Hit un l441 __ ,_ _9_ , -_a_5 I T s I ~ LI --"+~ LI __ __ 4 ~ .l~'" I.-~ L CBI62~N n!S_Il7Y . Cel63 N Is.e» C8164N 16_12 celS!N 18.714 CB182N ISxSf. ,. 151.112 ... e.iI'. .. · 17.12.15<1' .... T ,, r6.75, r r - -15•5,0.· -., ,I '" .... '" .. 2e. 300. 202. "12.287.1113. 8 ,~ 8 .~... 33111M0.. 2267.3(.. 1l81.e(.. ~ ~ t. 310.255. H11. LI 2 l' ..... L_ ___ .. ! 33~402.. 223407.. 11I5l000., ~ ~- 320.220. l.!1. ..... 320.2111. C8153N 151111 CBI52N lSx7\1'lCB151N 15l16;Y. CB146N 14.16 3'4.21 I. 100. 1111. i!. 85 I. ... 12. GO. S 55 I... "II. ..... ~. 35 I. ... 8':~£.""" 8.00, , 21~ 8~r.",~ c~r r . :!un ~ UI•I . ,".,.. -,- 5' ' CD•UU ~UII gU • L • L L CBSIN 5~1t9YJ, 839,Me. e.5 cae3N e.e 840N 9l15y..CB101N 10ll50/4 88,80,10. &0, 50. !SItM.. 21, U 1M.. ...0..7 ".002. .58.53,48. 23, i2 I.... 211. 28, ~ 21 I. ... 35, 33, ill I. ... C B SECTIONS DIAGRAMS SHOWING NORMAL DIMENSIONS IN INCHES RANGE OF WEIGHTS PER LINEAR FOOT r ---- 36.00 r---- - 36.00 --- -. r , fl ! ~ • I ~ ~ I '.m C8361N 36.12 L CB362N 36x'S"'" 192.176.161, 300. 260. 260, 250, W.15011>t. ~,2301 .... r -12.QO .. , r-r '0.0,0.- , r r 9.oo,.., , -13.00--, r o. r r o. '" J J I I ... ,I ~ o •0~ 1.411 •;0 o. ~ "411 eN •~ 11111 I I J LI _ _ ..L..~+· - II •E LJ :l LJ LJ --L-+! . l. .......... CB213N 2h13 CB212N 2h9 118. 108. I.2J 'b •. 96.69.63. U I. ... CB243N 24,,'2 CB242N 24l(IO CB241N 24.9 120."0.~lbo. 03. H lbo. OI,~,701"'. ,-11.75-, r "'8.0o0.- r '-9.00- r r--12.OO- -, r "'-6.2,5»- r o. ,I ,I 1.11 I '" o I I ~ o 8 8 , .. -~ ...1 . •qo tlll o tm •ci •q '.l~ , NI , I I •E LI _4~ I L._ .....~. I ~ l L.~,-+- L--'-+- eel83N 'Sxll'¥. . CB20lN 20. . 8 CB202N 20,,9 CB203N 20>t12 CB21tN 21x.8y. 89.112.~. eo lbo. 6.5, 50, ~ lb.. ga, 66,!l2. 7" lb •. 1.8.135.~.11SI"'. 13.61. 62. ~ I~ •. r:--04I-:,r_~ 13r-".:~,,--, r1.Or.O:-, 1 q: . ~ q un - q U~ I.UD . T ;5 :I! ;=; i 3 ' r:t L L L L CB14S N 14x14}1: C8144N 14,,'2 CB143N 14,,'0 CB142N 14,,8 153. ,.os, 136, 1:n. 119, 64.~I"', 7". e6. §.JIb• . 56,53,48, .3 I. ... "l.l03.95.!!1' .... _:ce.5t01 r 12.o:.-. J:tr.~~ 6r:.o.to~: ! In - . -~WII ~ qoL UIO • •L .•• :~ lm ~ -, un § d L L Cal03N CB122N CBI23N 12.0:8 CB124N 12>t10 CB125N 121112 10.10 12"Sh 50• • 5.~lba. 64, sa. G I. ... 190.110.1159,161.154,1.1, "'!I.!,!. 31,33Ib" 13& 130, ..... 36, 32,~. 1.0.133,1215,120. 113, 101S_ " 8. 1 '2. ,06. 25' .... 99,92.85. 79,72,§JI~ 100.95.99.63- 11.72,66,60. ~.!1'bo. NOTE,w£IGtlTS UNO£RLlN£D TtlUS 80 CORR£SPONO TO DIM[NSloNSS tlOWN 8 I \ '; I CB SECTIONS ~ ,.- r " ElEMENTS ELEMENTS OF SECTIONS 2 t b 1W N,I.on.~d".." •..~"• . ' S'.e""tl". .. W'NNIT't' h . ,." .".". . Widt"h' .~n Ul,c.Ik .. _ T"Wh,'.i~c". k · I AxilS I- I , I ....0 11S2 ·2 ,., . ". "'- Id." ••• Id._ Ift.1 ". In.- In.' .... 36.720 300 8823 16.657 I.'" .947 20303.4 1105.8 15.17 1296. 155.7 3.83 36.500 280 82.34 16.596 1.570 18828.3 1031. 15.12 1198.3 144.4 3.81 CB 362M 36.240 260 16A6 16.553 1.440 .843 17230.8 950.9 15.01 1090.5 131.8 3.78 36x16% 36.120 250 73.54 16.527 1.380 ~17 16478.7 912A 14.97 1040.1 125.9 3.76 36.000 240 70.58 16.500 1.320 .790 15729.0 873.8 14.93 989.9 120.0 3.74 35.aBO 230 61.63 16A73 1260 .763 14985.6 830. 14.89 940. 114.2 3.73 36.500 192 S6AS 12.109 1.270 .744 12096.6 662.8 14.64 In.! 62.3 2.59 36.250 116 51.76 12.063 1.145 .698 10912.6 602.1 14.52 336.1 55.7 2.55 CB 361 N 36.120 167 49.10 12.033 1.080 .668 10281.5 569.3 14A7 314.6 52.3 2.53 36x12 36.000 158 46A7 12.000 1.020 .635 9683.8 538.0 14.44 294.6 49.1 2.52 35.aBO 150 44.10 11.974 .960 .609 9118.7 508.3 14.38 275.4 46.0 2." 33.750 260 76.46 Hi.923 1.525 .893 14881.7 881.9 13.95 1028.1 129.1 3.67 33.500 240 70.57 15.866 !AOO .836 13578.0 810.6 13.87 933.6 117.7 3.64 CB 332n 33.250 220 64.68 15.808 1.275 .m 12295.7 739.6 13.79 840 10604 3.61 33x15M 33.120 210 61.76 15.782 1.210 .752 11651.2 703.6 13.74 794.0 100.6 3.59 33.000 200 58., 15.750 1.150 .no 11037.9 669.0 13.70 749.9 95.2 3.57 zn. 33.500 152 44.69 11.568 1.055 .636 8143.0 486.2 13.50 47.2 2A7 CB 331 N 33.310 141 "41..4,6 11.535 .960 .60S 7434.5 446A 13.39 246.2 42.7 2.44 33xl1M 33.150 132 11.511 .aBO .581 6852.1 413.4 13.29 22'~ 39.0 2AO 33.000 125 36.73 11.500 .805 •5 70 6347.0 384 . 13.14 2M.6 3S.6 2.36 30.750 240 7D.58 15.207 1.500 ~82 11427.6 743.3 12.n 88D.9 I1S.9 3.53 30.500 220 64.70 15.139 1.375 ." 1037S.4 680.4 12.66 796.6 10S.2 3.51 CB 302N 30.250 200 58.83 15.070 12,. .745 9343.2 617. 12.60 714.1 94. 3.48 30x 15 30.120 190 55.88 15.037 1.185 .712 8821.8 585.8 12.56 6n.5 89.4 3.47 30.000 180 52.96 15.000 1.125 .675 8331.0 555A 12.54 633. 84.5 3.46 30.310 131 38.52 10.547 1.005 .602 5745.6 "37,9..1 12.21 197.1 37A 2.26 CB 301 N 30.120 122 35.85 10.525 .910 .580 5238.2 12.09 177~ 33.7 2.22 3D x 10.\1 30.000 115 33.84 10.500 .850 .555 4896.6 326A 12.03 164.5 31.3 2.20 29.880 108 31.n 10.473 .7" .528 4554.2 30. . 11.97 151.6 29.0 2.18 .r 27.452 175 51.46 14.091 1.211 .671 6838.3 498.2 11.53 565.5 80.313.31 CB2nN 27.328 166 48.81 14.058 1.149 .638 6454.5 4n.4 11.50 532. 7S.8 3.30 27x 14 27.192 156 45.87 14.020 1.081 .600 6035.6 443.9 11.47 497.1 70.9 3.29 27.000 145 42.64 14.000 .985 .580 5508.7 408.1 11.37 451.0 64.4 3.25 ,~ 27.582 112 32.94 10.077 .949 ~27 4182.7 303.3 11.27 162.2 32.2 2" CB 271 N 27.4S0 104 30.60 10.MO .883 .490 3867.1 281.8 11.24 149.2 ".7 2.21 27.326 97 28.53 10.010 .821 .460 3582.6 262.2 11.21 137.5 27.5 220 27x 10 27.162 91 26.76 10.005 .739 ,455 3269.7 240.8 11.05 123.6 24.7 2.15 \ 27.000 85 25.00 10.000 .658 .450 2964.3 219.6 10.89 109.9 22.0 2.10 c 7 '''1 • " I • "t'C;;h~= k'-'T'=':1' '. ~,- --t, ·· CB SECTIONS fI 'c oa ~,, DIMENSIONS : i °0 S':'.n , DIMENSIONS OF SECTIONS '--+-- . ~_ ,...., . ...2 :.--,,-.. , ' 1" : :..- ....: ,.,. - SKII ... ., FI..... Web ,. Wol~hl , Ind .. '""'' Se,c.\,llln Width Tnhtklkl- TnlIl.c.k. . !:H.'.:W'.; a , 0 d , Min. Noml",,' D.p", u." In. In. In. In. In. ,", In. In. In. In. In. In. '» 300 36~ 16% 1~ ~ }1 7% 33% 31% 2!Ji 40~ 372 »% '» '80 36.\1 16% 1,. % " 7% 33% '31% 2~ .40J,i 3}7 » '» CB 362 fit 260 36U ~!~ lJi % Ji 7% 33% 31% 2Ji ~~~ 3U » '» 36 250 J6Va 16.11 1% " Ji 7% 33% 31% 2% 39~ 3}4 » '» 240 36 1631 1,. " Ji 7% 33% 31% 2" 39% 3~ '» 230 35]1 1637 IX" ~ Ys 7]1 33% 31% 27:1' 39.\1 3 J> 19' 36% 12Ya 1).4 ~ Ys 5% 34 32% 2J.¥ 3872 3 ~ 5'~» 176 36U 12Ya Hi ,. Ys 5% 34 32% 1~ ~~~. 3 J> CB 361 N 167 36!;8 12 1~ ~ Va 5% 34 32~' 178 38 3 J> '» 36 158 36 12 1 % " '% 34 32~ ," 38 3 ~ 5~ 150 35% 12 % % " 5% 34 32~ 1M 37} 3 ~ 5~ 260 33~ 15]i 1}1 " J> 7", 30~ 29 2% ~~~ 3J.-2 »» ''»» 240 33% 15J1 1Vs Y8 3~~ 29 2~ 37}i 374 CB 332N 220 3374 15~ 174' " JV>a '7"711' 30U 29 2.J.i ~~!1 374 J> '» 33 210 JlYs 15~ I,. ~ Va 77';; 30~ 29 2~ 36~ 3 J> ''»» 200 33 15~ IVa ~ Va 7% 30X 29 2 36% 3 J> 15' 33.l1 11% 1~ % " '» 31~ 30 1M 3~~ 3 ~ 5}1 CB 331 N 141 33M 11}i " % " '"' 31", 30 1% 35~ 2~ 4 5}1 33 132 JlYs 11.\1 % % " ''»» 31'" 3D 1" 35~ 2~ '" 5~ 125 % 31'1 3D 172 35 2U 33 11 J.i " " '»" 5'»7'.1 CB 302N 224200 3300M~~ 1155U7fj 11.%\1 "J1 J~. 77}.J,ii 2277UM 2266 22~~ ~~~~~ 33}~4 » ''»» 30 200 lOU 15% IX" U ~ 7.J,i 27M 26 273 33~ 3~ J> 190 lDYa 15 1~ U ~ 77S 27U 26 2~ 3~~ 3U J> '» '» 180 30 15 Hi " ~ 77S 27U 26 2 33" 3 J> 131 30~ 10Y.i 1 % "% ,, 28~ 27 1% 3271 3 ~ 5}1 CB 30IN 122 3O.J,i 10Y.i " % " , 28~ 27 ," ~~~ 2M ~ 5'»37 30 '" 3D 107f ~ % 28}{ 27 172 ~~~ 2U J.i 108 29% 1072 1"" "" li , 28~ 27 1.h1 3171 2~ " '» '» 175 27Y.i 14.J,i '" 6~ 25 2~~ 2~ 3~~ 3 J> CB 272N 166 27'" 14 1.J,i % ~ 6tt 25 23M 2 30U 3 ~ 5.J,i 27 158 27~ 14 lJi: % ~ 6M 25 23M 1~ ~~~ 3 ~ 5J.i 145 27 14 1 % ~ 6M 25 23J{ lJ.i 30ll 2U ~ 537 110142 2277%72 1100 }i "% "7 2 UU 44UU 2255%% 2244~~ ,H"i 2299%~ 22MU "% ''»» CB 211 N 97 27", 10 " 72 U 4U 25% 24~ 1.h1 ~Y 2M " '» 27 91 27}i 10 ~ J72' U 4~ 25% 24~ 1~ 29 272 " '» '» " 27 10 % ~ 4X 25% 24~ ," 28~ " '» 10 [ I J CB SECTIONS 10/ r- 1-- l ELEMENTS OF SECTIONS .. .. b t -, fn, ,,,...~ ...-.. . ' • wei"" ,•,- "-""'- 'T•-lIl•ck _ ...... ,_1 , """ 1-2 , , ",'.' '.'" ,.~.~.. "",."," ,. ,. ,. I S ,. I S ,.. '.' In," ,",- '.' ,.34 CB 244N 2244..751642 1I6,0. 4474..1025 1144..009653 11..014248 .>6 635, .5m0925~ "412'. .1• 1100..4305 452856.2.' 7649.~5 ,>2 24 X 14 24.406 140 41.15 14.031 .970 .601 4360,0 357.3 10.29 447.1 63} 3.30 24.250 130 '8>1 14.000 .892 .570 '999~ 329.8 10.23 408A 5. . "7 24.310 120 35.28 12.089 .•2 2 .55' 3630.6 298.7 10.14 271.9 45.0 2.78 CB 243N 24.160 110 3235 12.043 .947 .513 3310.2 274.0 10.12 246.9 41.0 2.76 24 X 12 24.000 100 29.39 12.000 .767 .470 2981 A 248.4 10,07 22U 36.' 2.74 CB 242N 24.260 93 27.34 10.031 ~1O .481 2725.4 224.7 '.98 136.5 272 2.23 24 X 10 24.100 85 24.99 10.000 .730 .450 2454.6 203.7 9.91 121.9 24.4 221 CB 241 N 24.12Q 81 23.94 .9..0.4.1. .740 .453 2292.' 190.1 9.81 91.3 20.2 1.96 24, , 24.000 74 21.77 '.000 .680 .412 20883 174.0 9.79 82.8 18.4 1.95 23.880 70 20.59 .620 .• 08 1929.1 161.6 '.68 75.4 16~ 1.91 21264 116 34.12 13.057 .915 .,.7 2819.7 265.2 '.09 339.7 52.0 3.16 CB213H 21.138 108 31.76 13.023 .852 .473 2608.0 246.8 9.06 313.9 48~ 3.14 21 X1 3 21.016 101 29.69 13.000 .791 A50 2413.8 229.7 9.02 289.8 44.6 3.12 21.376 " 28~4 9.104 .971 .524 2196.5 205.5 .M 122.4 26.' 2.08 CB 212H 21.240 89 26.17 9.065 .9<l3 .485 2024.9 190.7 ..0 112.4 24~ 2.07 21x9 21.122 83 24Al 9.032 .94. .452 1879.0 177.9 •. n 103.9 23.0 2.06 21.000 n 22.63 9.000 .793 A20 1732.1 165.0 8.75 953 2U 2.05 21.334 73 21.46 8.327 .769 .427 1650.1 154.7 •. n 74.2 1,. 1.86 CB211N 21.210 67 19.71 .293 .707 393 1506~ 142.0 8.74 673 lU 1.85 21 x8~ 21.098 62 18.23 8.267 .651 .367 1382.0 131.0 8.71 61A 14.9 1.94 21.000 58 17.06 8.250 .602 .350 1279.1 121.8 ,'.6.8, 56A 13.7 1.82 20.380 146 42.95 12.080 1.240 .710 3108.8 305.1 364.' 60..' 2.91 CB 203N 20.180 135 39.71 12.039 1.140 .66' 2832.3 280.7 8.45 332.0 552 2 ... 20 X1 2 20.000 125 36." 12.000 1.050 .630 2587.7 258~ .39 302~ "50 .5 2~7 19.820 115 33.83 11.961 .960 .591 .3483 237.0 • .33 274.2 2.85 20360 98 28.82 9.092 .990 .m 2009.7 197.2 • 35 124.3 27A 2.08 CB 202N 20.180 88 25.87 9.036 ...0 .521 1784.4 176.9 • .30 109.7 243 2." 20 X9 20.000 80 23.53 9.000 ..8.0.0 .485 1596.3 159.6 8.24 97.4 21.6 2.03 19_ 74 21.n • .966 .740 .451 1466.7 147.6 .21 89.1 19.9 2.02 20.250 65 19.12 8.048 A16 1309.9 129.4 .n 60.0 14.9 I.n CB 201 N 20.120 60 17.65 8.025 .625 395 1189.1 118.2 .21 53.' 13.4 1.75 20.. 20.000 " 16.19 • .000 .565 370 1075.6 107.6 8.15 483 12.1 1.73
Description: