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Steel Designers' Manual - 6th Edition (2003) T1 -I z rTl LI) Cd) 0 71 rti > x () - (4(.)NJ.,) NN)N. P..) . N)O(D'.Jur OWJo °°— c.-. '- 0) N.)-OW CO (DC—P'O) O-O -JO)(U1. O)-.J O'-Ju1-.J (ii —-O)C) JC.)C. (DU'U'OO O)C)---".J ()(.)W(O OOu1c3, w 'JF'Jt') 0) C.0(D —JCY'O CO4O)U1C —(O.J O)O1.OP' -OCD-J -JO)U(fl, P.) (C)— —U1C ') W(J1.-.J U-JP. U3C. -O'-.JU 4-C.) OO)4 P.UO) (-(0 -.JO WC (0-O) (O O OC.)(4N) (.a)o)o,— W-Q-J -u1(4O '.jO) -j0QwO' QNJ()- u This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ (3) C.fl'N) rJN) O OC.)— C)U1 C.)N)O( UC —00(00) O)O)O1 CO O)WN)O) o Q(O010 O)(W-4 -Or.DD OO1(40)N) J-J CO4OO) O)-(D C-Q (O(Q- O(7'(.)O)N (J1O( P').JU'O -C.flOO)-- NO)O N)O)O N.O)O NC)O )O)O N)CO D-OC 01 Q 0) CJ . . .. (. C.) C.) C.) C..) r. N.) F') F'.) N) N) N -J U1)OO FJOO 01(4—D 0)U'LO (0C)U -O( 0)OU1 )N) P.) 0) OO)O1 - 0) U)O Or'Ju,N..) J-O) (ju1 C.)(.)( Q)O)QC .JO(D (31 J . ( - - 0) (71(0 J 0 4(0 O) 0) -. - 01 '-J 01 'J - .- 0)01(0 J 0 -J U ( '.0 -OODO J(O—JCO0) O)U1J 01O) U1(.)O M- (—C.O?J ON.—(0 I 0) J10 M'JNiF) ) C.) - 0) CO 4 0 () - (0'.J 01 C..) - (0 0) C 0 .4 0) (7 () N.) - 0 (D -.J 0) O o (. c N) O'J U)-0O OOu1 '.JO -JC(DO1N.) OO)01U1 o1u1a)c N)OO(J'-J U) 01000101 00O1u0 0010,00 01U,0OU 01000101 0OOU,O 0010100 oo1OOC7 o > z z F- )O)0 N)O)O ')O)0. 'O)O N)CO N)O) .)C)O PJC)O. e 0)O)OU'U1 o (O-J 01U )(O-J(Y .P)(..JC) C)QcO0) N.)O(-.JU1 .) N.)Q(O-. OU1C.)N)- 01—10 (M-4N.) 0(D—JO OCO.J-J--J cc(0—O QCOC)(0 O1N.CO'JC) - (BO1O) 0(O)O N) N) 0) (00) 0)0) (0 '-1 ') - —J U) Ui (.) -JO) - — '-J 01 J U CO .- - 0) -.J C,) 0) N) (ii (.) Q()Q -O'-J - 0.JCDO)(.0 O uWo -.J4--JO ()01N) q J OO)0 U101 C.)C.N)P.u N)N) 0) 1..) 0 '-4 Ui N.) (D'-J .J N.) 0 U C..) —W N) - (0 ( 0) (71 . F-.) - 0(0 4 0)01 OO(D O-J--Q (b0)WO N)U1O () - QOJu' —JCN.U1 O-CO O)(0 U1(4O -—J(O'.4 O1-'l0( CD-JO NJ (.)u'JOC. (0O0)-.J Second moments of area 1117 rn () 0-J--J'.4 —)-J 0u,0O)( OO)(7'0) 01O)OC.) '.J-O)F'.)CO 0) (4C. (DIiN)O WO1JO)- 40u)O)(. —JU,c U-0) o(4-OW (J'0N)-0) (0Q0) -. -O)J') ()0) (O(0O O)O—(D (J1u1O-.O) O--j F'J (0(Oo1 OOuo— Q)J1 C.)C.)C.)() F (b 0)(.(OOC.) (OO)C.OJ .)(O J(N) 0O)(.) (0 OO(..)— (D(0 .J-.O) -"-J-(0 -(OO)U (0)00 (.)N)OD '-O0 U1W-JO) (7101OJO .4 C)l)Q1—. 0($-.J(.Q C)UF (flO))O -JO)(.) C-01(D- (001 - 44 (DO) -.I C. (D 01 - -J C.) (001 - '-J C.) (001 - -J C..) ( Ui - '-4 C) ( 01 - (00) - -J C.) e (0 (O'-J '-J-4O)OO) U1UU1(fl 0) P.) (00' 01 - 01 l-) (DO) C. 0 01 P.- 0 -J 01 (.) - C) * - D J 0) C - 0 ( J 0)0) O C .-U1(O. JOC)(Ø 31C..fl-.3 O—J—J P.C4.O)W (J—a1(4 NO0) -O (DQ—J (0--.J- JU)—0i cr( —O--- P(DO —O (.)WN)N.)O (D0)4(4 WO) WO—J( -N(0 OO O4(.)-* r CO 4'-J-JO) O)O)OO)U1 U1 (.C)C)C.)(. )N) C.) OO)()O—J WOC. O)()- DO)0 0U) -O(D'-J UC) ru fl:i t4W UWUWU .wi—e JJIJtJ 2°°°2 00000 —e wion wM—e ,.,00Oj 00000
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1118 Second moments of area Depth d. mm SECOND MOMENTS OF AREA (cm4) OF RECTANGULAR PLATES about axis x —x THICKNESS t MILLIMETRES 3 4 5 6 8 10 25 391 521 651 781 104 1 30 50 313 417 5.21 6.25 8.33 10.4 75 10.5 14 1 17.6 21.1 28 1 35.2 100 25.0 33.3 41,7 50.0 667 83.3 125 488 651 81.4 977 130 163 150 84.4 113 141 169 225 281 175 134 179 223 268 357 447 200 200 267 333 400 533 667 225 285 380 475 570 759 949 250 391 521 651 781 1042 1302 275 520 693 867 1040 1386 1733 300 675 900 1125 1350 1800 2250 325 858 1144 1430 1716 2289 2861 350 1072 1429 1786 2144 2858 3573 375 1318 1758 2197 2637 3516 4395 400 1600 2133 2667 3200 4267 5333 425 1919 2559 3199 3838 5118 6397 450 2278 3038 3797 4556 6075 7594 475 2679 3572 4465 5359 7145 8931 500 3125 4167 5208 6250 8333 10417 525 3618 4823 6029 7235 9647 12059 550 4159 5546 6932 8319 11092 13865 575 4753 6337 7921 9505 12674 15842 600 5400 7200 9000 10800 14400 18000 625 6104 8138 10173 12207 16276 20345 650 6866 9154 11443 13731 18308 22885 675 7689 10252 12814 15377 20503 25629 700 8575 11433 14292 17150 22867 28583 725 9527 12703 15878 19054 25405 31757 750 10547 14063 17578 21094 28125 35156 775 11637 15516 19395 23274 31032 38790 800 12800 17067 21333 25600 34133 42667 825 14038 18717 23396 28076 37434 46793 850 15353 20471 25589 30706 40942 51177 875 16748 22331 27913 33496 44661 55827 900 18225 24300 30375 36450 48600 60750
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