tabel profil konstruksi baja

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Tabel Profil Konstruksi Baja

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  • 1. *f'-- /L-q L(H l-rJ.V Tq2>U -,/A>.4ttt q I ).;.cr / itq [tr. Rudy @unowon Dcngon peftunluk fitr. N4OruseO rubel Prdrl JA @

2. Tabel Profil Konstruksi Baja 028050 O Kanisius 1988 PENERBIT KANtstUS (Anggota tKApt) Jl. Cempaka 9, Deresan, yogyakarta 552g1 Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349 Kotak Pos 1 12SNk, yogyakarta 55011 Cetakan pertama 1988 Cetakan kedua 1g8g Cetakan ketiga 1gg0 Cetakan keempat l ggo Cetakan kelima 1991 Cetakan keenam 1gg2 Cetakan ketujuh 1gg3 tsBN 979-413-158-X Hak Clpta dllindungi Undang-undang. Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi, tanpa izin tertulis dari penerbit. Dicalak oleh percslakan Kanisius yogyakarta 3. KATA PENGANTAR Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe- rapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakan lagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/ DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomis yaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itu kami berusaha menyusun "Tabel Profil Konstruksi Baja" yang men- cantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan "Engineering Conversion Factors" dan beberapa tabel lain. Kami harap buku ini dapat berguna bagi para teknisi bangunan dan maha- siswa teknik, baik sipil maupun arsitektur. Buku ini kami susun berdasarkan buku Steel Design Manual, American lnstitute of Steel Counstruction {AISC), New York, 1983 dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dan diktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas Gadjah Mada, antara 1973 - 1980. Akhirnya kami ucapkan terima kasih kepada semua pihak yang telah membantu penerbitan buku, khususnya Bapak lr. Morisco (Uni- versitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Tri- sakti), yang telah memberikan banyak petunjuk dan saran. Semula buku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sa- rana Cipta. Yogyakarta, Desember 1 987 Penyusun 3 4. DAFTAR ISI Kata Pengant ar Daftar lsi Wide Flange Shapes (lnch.series) Light Beams and Joists (lnch Series) H Bearing Piles (lnch Series) Wide Flange Shapes (Metric Series) Structural Tees (lnch Series) Structural Tees (Metric Series) 3 5 6 16 18 20 24 29 32 33 34 36 40 M 47 I 4S) 50 52 il 56 56 57 60 66 68 Profil Kanal Profil Siku Baja Kanal Baja siku-siku samakaki Baja siku-siku tidak samakaki Tegangan-tegangan yang diizinkan menurut N 105b Gaya-pikul (kekuatan menahan) paku-paku keling Daftar Koefisien Tekuk rr.r untuk Baja Fe 360 R u mus-rumus untuk menentukan/ menghitu ng penampang batang-batang baja yang ditekan : [-ight Lip Channels rtight Channel f-{ollow Structural Tubings (mm Size) Lip Channels in back to back arrangement -ip Channels in front to front arrangement Elastic Design Euler Stress Values F'e f or Compression Members D astic Design Selection Tables Engineering Conversion Factors I 'cular Hollow Sections . 5. Sizes and Section Properties Wide Flange Shapes (lnch Serbs) 1 : I I I a J I I a c 4 2 Section lndex Wdght Deoth of Sriction (A) Flanoe widlh (B) Web Thickness (t, ) Flanoe Thickfiess ' (tr) Corner Radius Sectional Area lbs/ft kglm tn mm 1n mm rn mm tn mm rn mm in2 cmz 36'WF 36 x16-1/2 300 280 260 245 230 446.4 416.7 386.9 364.6 342.3 36.72 36.50 36.24 36.06 35.88 933 927 920 916 911 16.655 16.595 16 555 1 6.51 2 16.475 423 422 421 419 418 0 945 0.885 0.845 0.802 0.765 [email protected] 22.48 21.46 20.37 19.43 1.680 1.570 1.440 1.350 r.260 42.67 39.88 36.56 34.29 32.OO 1.O2 1.O2 1.O2 1.O2 1.O2 25.9 25.9 . 25.9 25.9 25.9 88.1 7 82.32 76.s6 72.O3 67.73 568.8 531 .1 493.9 467.7 437.O 36" WF 36x12 194 182 170 160 150 135 288 7 270.8 253.0 238.1 223.2 200.9 36.48 36.32 36.1 6 36.0O 35.84 35.5s 927 923 918 914 910 903 12.1 17 12.O72 12.O21 12.OOO 11 .972 1',I.945 308 307 305 305 304 303 o.770 o.725 o.680 o.653 o 625 0.598 19.56 18.42 17.27 16.59 15.88 1 5.19 'r.260 1 .180 1.100 1.020 0.940 o.794 32.00 29.97 27.94 25.91 23 88 20.17 0.80 0.80 0.80 0.80 0.80 0.80 20.3 20.3 20.3 20.3 203 20.3 57.1 1 53.54 49.98 47.O9 4.16 39.70 368.5 345.4 322.5 303.8 284.9 256.1 33"WF 33x15-3/4 240 220 200 357.2 327.4 297.6 33.50 33.25 33.OO 851 845 838 15.865 1 5.810 'r5.750 403 402 400 0.830 o.775 0.7i5 21 08 19.69 18.16 1.400 1.275 1.150 35.56 32.39 29.21 0.96 0.96 0.96 24.4 24.4 24.4 70.52 64.73 58.79 455.0 417.6 379.3 33' WF 33x11-1/2 152 141 130 118 226.2 209.8 193.5 175.6 33.50 33.31 33.1 0 32.86 851 846 841 835 1 1.565 1 1.535 1 1.510 11 .484 294 293 292 292 0.635 0.60s 0.580 a 0.554 16.13 15.37 '14.73 14.O7 1.055 0.960 0.8s5 o.738 26.80 24.38 21.72 18.74 0.75 0.75 0.75 o.75 19.O 19.O 19.O 19.0 4l.71 41.51 38.26 34.71 288.5 267.8 246.8 223.9 30'wF 30x15 210 19Q 172 312.5 2828 256.0 30.38 30.r2 29.88 772 765 759 1 5.1 05 15.040 14.985 384 382 381 o.775 0.710 0.65s 19.69 18.03 16.64 1.315 't .1 85 1.065 33.40 30.ro 27.O5 o.91 o.9r o.91 23.1 23.1 23.1 61.78 55.90 50.65 398.6 360.6 326.8 30'wF *x1O-1/2 132 124 116 108 99 196.4 184.5 172.4 r60.7 147.3 30.30 30.16 30.00 29.82 29.U 770 -766 762 757 753 10.551 10.521 10.500 10.484 10.458 268 267 267 266 266 0.615 0.s85 o.564 0.548 o.522 15.62 14.86 14.33 13.92 13.26 1.000 0.930 o.8so 0.760 0.670 25.N 23.62 21.59 19.30 17.O2 o.70 o.70 o.70 o.70 0.70 17.8 17.8 17.8 17.8 r 7.8 38.83 36.45 34.r3 31.77 29.11 250.5 235.2 220.2 205.0 187.8 27'WF 27 x14 177 160 145 263.4 238.1 215.8 27.31 2t.o8 26.88 694 688 683 14.090 14.023 13.965 358 356 355 o.725 o.658 0.600 18.42 16.71 15.24 1.190 1.O75 o.975 30.23 27.31 24.77 o.86 o.86 o.86 21.8 21.8 21.8 52.10 47.O4 42.68 336.1 303.5 275.4 27' WF 27 x10 114 102 91 u t 169.7 151.8 139.9 125.O 27.28 27.O7 26.91 26.69 693 688 684 678 10.070 10.018 9.990 9.963 256 254 zil 253 o.570 o.518 o.490 o.403 14.48 13.16 12.45 1 1.76 0.932 o.827 o.747 o.636 23.67 2r.01 18.97 16.15 o.64 0.64 o.64 o.64 r6.2 16.2 18.2 r6.2 33.53 30.o1 27.65 24.71 218.3 193.6 178.4 159.4 6 6. Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx Jv x tY Zx Zy in. cml in. cml 1n cm tn cm inr cm3 in3 cm3 20,290.2 18,819.3 17,233.8 16,092.2 14,988.4 844,600 783,rtOO 717,NO 669,900 623,900 1,225.2 1,127.5 1.020.6 9M.7 870.9 46,730 46,320 45,880 45,560 45,250 15.17 1 5.12 15.00 14.95 14.88 38.s3 38.40 38.1 0 37.97 37.80 3.73 3.70 3.65 3.62 3.59 9.47 9.40 9.27 9.19 9.12 1, I 05.1 1,031.2 951 .1 892.5 835.5 r 8,1 12.6 16,901.4 15,588.5 14.628.1 13.693.8 147 .1 135.9 123.3' 't14.4 105.7 2,410.9 2,227.4 2,O20.9 1,875.0 1,732.4 36'WF 36x1p-1/2 12,103.4 1 1,281.5 10,470.0 9,738.8 9,012.1 7,796.1 503,800 469,600 435,800 405,400 375,200 324,500 355.4 327.7 300.6 275.4 250.4 207.1 14,790 'r3,640 1 2,510 1 1,460 10,420 8,621 14.56 1452 14.47 14.38 14 29 14 01 36.98 36.88 36.75 36.s2 36.30 35 58 2.49 2.47 2.45 2.42 2.38 2.28 6.32 6.27 6.22 6.15 6.04 5.79 663.6 621.2 579.1 541.0 502.9 438.6 10,876,4 10,181.5 9.491.4 8,867.O 8,242.5 7,188.6 58.7 54.3 50.o 45.9 41.8 34.7 962.1 890.O 819.5 752.3 685.1 568.7 36' WF 36x12 ' 3.585.1 '2.312.1 ' 1.048.2 565,500 512,500 459,900 874.3 782.4 691.7 36,400 32,570 28.190 13.88 13.79 13 71 35.26 35.03 34.82 3.52 3.48 3.43 8.94 8.84 8.71 811.1 740.6 669.6 13,293.9 12,138.4 10,974.7 1',to.2 99.0 87.8 1.806.2 1,622.6 1,439.0 33" WF 33x15-3/4 3 147.6 7 M2.2 5,699 0 5 886.9 ) 872.4 3 82s.9 : 891 .5 s39,200 309,800 278.900 245.100 256.1 229.7 201.4 170.3 10,660 9.562 8,384 7,089 13.50 13.39 13.23 13.02 34.29 34.O1 33.60 33.O7 2.39 2.35 2.29 2.22 6.07 5.97 5.82 5.64 486.4 446.8 4048 358.3 7,972.1 7,323.O 6,634.7 5,872.5 44.3 39.8 35.0 29.7 726.1 652.3 573.7 486.8 33" WF 33 x11-1/2 410,100 367.400 328.500 701 I 624.6 550 1 29,470 26,OOO 22,900 12 64 12.57 12 48 32.1 0 31 .93 3i.70 3.38 3.34 3.30 8.58 8.48 8.38 649.9 586.1 528 2 10,651 .9 9,606.2 8,657.2 93.7 83.1 73.4 1,535.7 1,362.O 1,203,0 30" wF 30 x'15 5 753.1 3 347.1 4 919.1 I 461.O 3 988.6 239,500 222,600 [email protected],800 185,700 166,000 185.O 169.7 153.2 1 35.1 1 16.9 7,701 7,064 6,377 5,624 4,866 12.17 12.11 12.OO 1 1.85 1 1.70 30.91 30,76 30.48 30.10 29.72 2.18 2.16 2.12 2.06 2.OO 5.54 5.49 5.38 5.23 5.08 379.7 354.6 327.9 299.2 269.1 6,223.3 5,81 1.9 5,374.3 4,903.9 4,410.5 35.1 32.3 29.2 25.8 22.4 575.3 529.4 478.6 422.9 367.1 30'WF 30 x 1G1/2 :-?qA :- t1t) I- aJ 280,1 00 2s0,500 225,400 518.9 458.O 406.9 21.600 19,060 16.940 1 1.36 1 1.31 11 .26 28.85 28.73 28.60 3.16 3.12 3.09 8.03 7.92 7.85 492.8 444.5 402.9 8,077.O 7,285.4 6,603.5 73.7 65.3 58.3 1,207.9 1,O70.3 955.5 27" WF 27 x14 40805 i 169,900 3 604 1 150,000 325671 rgO,OOO :::33 117,600 149.6 129.5 1 1 5.',I 95.7 6,228 5,391 4,791 3,984 1 1.O3 10.96 10.87 10.69 28.O2 27.83 27.61 27.15 2.11 2.O8 2.O4 1.97 5.36 5.28 5.18 s.oo 299.2 266.3 242.8 211.7 4,903.9 4,364.7 3,979.5 3,469.8 29.7 25.9 23.O 19.2 486.8 424.5 377.O 314.7 27'WF 27 x10 7. I Wide Flange Shapes (lnch Soriosl- Contirrred Section lndex Wdght Deoth of Section (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thicknless (t, Corner Radius Sectione Area lbs/ft kg,/m ln mm tn mm tn mm tn mm in mm in2 cFF 24 WF 24x14 160 r45 r30 238.1 215.8 r 93.5 24.72 24.49 24.25 628 622 616 14.091 14.043 14.OOO 3s8 357 356 0.6s6 0.608 0.565 16.66 15.44 14.35 1 .135 1.020 0.900 28.83 25.91 22.86 o.70 0.70 0.70 17.8 17.8 178 47.O4 42.62 38.21 303 : 27a: 245 1 24'WF 24x12 120 t10 [email protected] 178.6 163.7 148.8 24.31 24j6 [email protected] 617 614 610 12.088 12.U2 12.OO0 &7 306 30s o.556 o.510 0.468 14.12 12.95 1 1.89 o.930 o.855 o.775 23.62 21.72 19.69 o.70 o.70 0.70 17.8 17.8 17.8 35.29 32.36 29.4ir 227' 208 E 189 S 24'WF 24 x9 94 84 76 68 139.9 125.O 113.1 101.2 24.29 [email protected] 23.91 23.71 617 612 607 602 9.061 9.015 8.985 8.961 230 229 228 228 o.516 o.470 o.40 0.416 13.11 1 1.94 1 1.18 10.57 o.872 o.772 o.682 o.582 22.15 19.61 17.32 14.78 0.54 0.54 0.54 o.54 r3.8 13.8 13.8 13.8 27.63 24.71 22.37 20.00 r 78.3 159 . 144.3 r 29.C 21'WF 21 x13 142 127 1'.t2 2'-t 1.3 189.O 166.7 z'-t.46 21.24 21.0O 545 539 533 13.132 13.061 13.OOO 334 332 330 0.659 o.588 o.527 16.74 14.94 r 3.39 1.O95 o.985 o.86s 27.81 25.O2 21.97 0.65 0.65 o.65 r 6.5 16.5 16.5 41.76 37.y 32.93 269 4 2& -c 212 a 21',WF 21 x9 96 82 142.9 122.O 21.14 20.86 537 s30 9.038 8.962 230 228 0.575 0.499 14.61 12.67 o.935 o.795 23.75 20.1 I o.65 o.6s 'r6.5 16.5 28.21 24.10 182.C 155.5 21' Vtr 21x*1/4 73 68 82 55 108.6 101.2 92.27 8r.85 21.24 21 .13 20.99 20.80 539 537 533 528 8.295 8.270 8.2n 8.215 z'.t 1 210 209 209 o.455 o.430 o.400 0.375 r 1.56 ro.92 10.16 9.52 o.7Q o.685 0.615 o.522 18.m 17.q 15.62 13.26 Q.54 o.54 0.54 o.54 13.7 13.7 13.7 13.7 21.46 20.o2 18.23 r 6.18 138.5 r 29.2 117.6 104.4 18'WF 18x11-3/4 114 105 96 169.7 156.3 142.9 18.48 18.32 18.16 469 465 461 11.833 11 .792 1 1.750 301 300 298 0.59s o.554 o.512 15.1 1 14.O7 13.OO o.991 o.911 0.831 25.17 23.14 21 .11 o.60 o.60 o.60 15.2 15.2 15.2 33.51 30.86 28.22 216.2 1 99.1 1 82.1 18', WF 18x8-3/4 85 77 70 u 126.5 114.8 [email protected] 95.24 r8.32 18.16 18.00 17.87 465 461 457 454 8.838 8.787 8.750 8.715 224 223 222 221 o.526 0.475 0.438 o.rrc3 13.36 12.O7 1 1.13 10.24 o.911 o.831 o.751 o.686 23.14 21.OO 19.O8 17.42 o.60 o.60 0.60 o.60 15.2 15.2 15.2 15.2 24.97 22.63 20.56 r8.s 101.1 146.0 132.6 121.3 18' WF 18x7-1/2 60 55 50 45 89.29 81.85 74.41 66.97 19.25 r8.12 18.00 17.86 4U 460 457 4il 7.558 7.532 7.500 7.477 192 191 191 190 0.416 o.390 o.358 o.335 10.57 9.91 9.09 8.51 o.695 0.630 o.570 0.499 17.65 16.00 14.48 12.67 o.43 o.43 0.43 0.43 10.9 ro.9 10.9 ro.9 17.84 r0.r9 14.71 13.24 r r3.8 to4.5 94.9 85.4 8 r- 8. LI- { a r' 35 50 E5 1.7 t8 )-9 t3 )-a i-3 o 1 9 5 0 5 t I D l ) Mornent of lnertia Radius of Gyration Modulus of Section Jv ix ty Section lhdex in. cml Zx Zy in! cm3 tn cml tn cm tn cm in, cm3 5,1r0.3 4,561.O 4,O09.5 212,[email protected] 189.900 166.900 492.6 434.3 375.2 20,510 18,080 15,620 10.42 10.34 10.24 26.47 26.26 26.O1 3.23 3.19 3.13 8.20 8.10 7.95 6.81 6.76 6.68 413.5 372.5 330.7 6,777.3 6,105.3 5,420.2 69.9 61 .8 53.6 1,145.7 1,012.9 878.5 24"WF 24x14 3,635.3 3.3r5.O 2.987.3 151,300 138,OOO 124,m 254.O 229.1 203.5 ro.570 9,537 8,471 10.15 10.12 10.o8 25.78 25.70 25.60 2.68 2.66 2.63 299.r 274.4 248.9 220.9 r96.3 175.4 1 53.1 4,90.2.2 4,497.4 4,O79.5 42.O 38.O 33.9 688.4 622.8 5s5.6 24'. WF 24x12 2,683.O 2,364.3 2,096.4 r,814.5 111,700 98,420 87,270 75.530 102.2 88.3 76.5 63.8 4,254 3,676 3,184 2,656 9.85 9.78 9.68 9.53 25.O2 24.84 24.59 24.2.1 1.92 1.89 1.85 1.79 4.88 4.80 4.70 4.55 3,620.6 3.217.4 2,874.8 2,590.3 22.6 19.6 17.O 14.2 370.4 321.2 278.6 232.7 24'. wF 24x9 3.403.1 3,O17.2 2.620.6 2.088.9 1.752.4 141,700 125,600 109.100 385.9 338.6 289.7 16,060 14,100 12.060 9.03 8.99 8.92 22.94 22.83 22.66 3.04 3.O1 2.96 7.72 7.64 7.52 317.2 284.1 249.6 5,1 98.9 4,656.4 4.O90.9 3.238.7 2.753.5 58.8 51 .8 44.6 963.7 849.0 731.O 21" .,1 WF x13 86,960 72,950 109.3 89.6 4,550 3,730 8.60 8.53 21.84 2'.1.67 1.97 't.93 5.OO 4.90 197.6 168.O 24.2 20.o 396.6 327.8 21" WF 21 xg 1.600.3 't,478.3 1,326.8 1,1&.7 66,620 6t,[email protected] 55,230 47.490 66.2 60.4 53.1 4.O 2,756 2,514 2,210 1,832 8.64 8.59 8.53 8.& 21.94 21.82 21.67 21.34 1.76 1.74 1.71 1.65 4.47 4.42 4.34 4.19 r 50.7 139.9 126.4 109.7 2.470.O 2,293.O 2,O71.7 1,798.O 3,607.4 3,314.0 3,O22.3 16.0 14.6 12.9 10.7 262.2 239.3 211.4 175.4 21' WF 21x8-1/4 2.033.8 !.852.5 1,674.7 1.429.9 1,286.8 1.153.9 1,O45.8 84,660 77,120 69,710 255.6 231.O 206.8 10,640 9,616 8,609 7.79 7.75 7.70 19.79 19.68 19.56 2.76 2.73 2.71 7.O1 6.93 6.88 220.1 202.2 184.4 43.2 39.2 35.2 708.0 642.5 576.9 18" WF 18 x 11-3/4 59,520 53.570 48,O30 43,530 99.4 88.6 78.5 70.3 4,138 3,688 3,268 2,926 7.57 7.54 7.49 7.46 19.23 19.15 r9.o2 18.95 [email protected] 1.98 1.95 1.93 5.08 5.03 4.95 4.90 1 56.1 141.7 128.2 1 l7.O 2,558.s 2,322.5 2,101.2 1,917.6 22.5 20.2 17.9 l6.r 368.8 331.1 293.4 263.9 18'WF 18 x8-3/4 984.0 889.9 [email protected] 704.s 40.960 37,UO 33.330 29,330 47.1 42.O 37.2 31.9 1,961 1,78 1,54t! 1,328 7.47 7.41 7.38 7.30 18.97 18.82 18.74 18.54 1.63 1.6r I.59 1.55 4.'.14 4.O9 4.U 3.94 107.8 98.2 89.0 78.9 1,766.8 r,609.5 1,458.7 1,293.2 12.5 11.1 9.9 8.s 2U.9 181.9 162.3 139.3 18'WF 18x7-1/2 I 9. Wide Flange Shapes llnch Serieo)-Continued Section lndex Weight Deoth of Sriction (A) Flanoe width (B) Web Thickness (t,i Flanoe Thickfress ( tz) Corner Radius Sectional Area lbs/ft kglm tn mm 1n mrTt ln mm tn mm ln mm in2 cmr 16'WF 16x11-1/2 96 88 142.9 131.O 16.32 16.16 415 410 1 1.533 1 1.502 293 292 o.535 [email protected] 13.59 12.80 o.875 o.795 22.23 20.1 I 0.60 o.60 15.2 15.2 28.22. 25.87 1 82.1 167.0 16'WF 16xB-1/2 78 71 64 58 116.1 105.7 95.24 86.31 16.32 16.16 16.00 15.86 415 410 406 403 8.586 8.543 8.500 8.464 2'..8 217 216 215 o.529 o.486 o.443 o.N7 13.M 12.34 11.25 10.34 0.875 o.795 0.715 o.645 22.23 20.19 18.16 16.38 0.60 0.60 o.60 0.60 15.2 15.2 15.2 15.2 2},02 20.86 18.80 't7.o4 147.9 134.6 121.3 109.9 16'wF 16 x7 50 45 N 36 74.41 66.97 59.53 53.57 16.25 16.12 16.00 15.85 413 /tOg /tOo 403 7.O73 7.039 [email protected] 6.992 180 179 178 178 0.380 0.346 0.307 0.299 9.65 8.79 7.80 7.59 o.628 o.563 o.503 o.428 15.95 14.30 12.78 10.87 0.43 o.43 0.43 o.43 10.9 10.9 10.9 10.9 14.70 13.24 11.77 10.59 94.8 85.4 75.9 68.3 14'WF 14x16 426 398 370 342 *3zo 314 287 264 246 237 228 219 211 202 193 184 176 167 158 150 142 634.O 592.3 550.6 s09.0 476.2 '467.3 427.1 392.9 366.1 352.7 339.3 325.9 314.0 300.6 287.2 273.8 261.9 248.5 235.1 223.2 2'.t't.3 18.69 18.31 't7.94 17.56 16.81 1'7.19 16.81 16.50 16.2s 16.12 16.00 15.87 15.75 15.63 15.50 15.38 15.25 15.12 15.OO 14.88 14.75 475 465 456 446 427 437 427 419 413 409 406 403 400 397 394 391 387 384 381 378 375 16.695 16.590 16.475 16.365 16.710 16235 1 6.1 30 16.025 15.945 15.9r O 15.865 15.825 15.800 15.750 15.710 15.660 15.640 15.600 15.550 15.515 15.500 424 421 418 416 424 412 410 407 405 404 403 402 401 400 399 398 397 396 39s 394 394 1.875 1.770 1.655 1.545 1.890 1 .415 1.310 1.205 1.125 1.090 1.O45 1.OO5 0.980 0.930 0.890 0.840 0.820 0.780 0.730 0.695 o 680 47.63 44.96 42.O4 39.24 48.O1 35.94 33.27 30.61 28.58 27.e9 26.54 25.53 24.89 23.62 22.61 21.34 20.83 19.81 18.54 17.65 17.27 3.O33 2.843 2.6s8 2.468 2.093 2.283 2.093 1.938 1 .813 1.748 1.688 1.623 1.563 1.503 1.438 1.378 1.313 1.248 1 ,188 1.128 1.063 77.O4 72.21 67.51 62.69 53.1 6 57.99 53.1 6 49.23 46.05 M.40 42.88 41.22 39.70 38.1 8 36.53 35.O0 33.35 31.70 30.1 I 28.65 27.OO o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 o.60 o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 125.25 1 16.98 108.78 100.59 94.12 92.30 84.37 77.63 72.33 69.69 67.06 64.36 62.O7 s9.39 56.73 54.O7 51.73 49.O9 46 47 44.O8 41.85 808.1 754 t' 701.8 649.C 607.2 595.s 544.3 500 E 466.6 2t49.6 432.e 415.2 400.s 383 2 366.C 348.8 333.7 316 7 299.8 284.1 270.C 14' WF 14x1+1/2 136 127 119 111 103 95 87 202.4 189.O 177.1 165.2 153.3 141.4 129.5 14.75 14.62 14.50 14.37 14.25 14.12 14.00 375 371 368 365 362 359 356 14.7N 14.690 14.650 14.620 14.575 14.545 14.500 374 373 372 371 370 369 368 0.660 0.610 0.570 o.s40 o.495 o.465 o.420 16.76 15.49 14.48 13.72 12.57 1 1.81 'to.67 1.063 o.998 0.938 o.873 o.813 o.748 o.688 [email protected] .2s.35 23.83 22.17 20.65 19.OO 17.48 0.60 0.60 0.60 o.60 0.60 0.60 0.60 15.2 15.2 15.2 't5.2 15.2 15.2 15.2 39.98 37.33 34.99 32.65 30.26 27.94 25.56 257.9 2N.8 225.7 210.6 195.2 180.3 164.9 10 f,lote: * Column Core Section 10. I ! I i I I I l I I ; ! i i i ! I i t I I I I ] D I l ] l I I I Moment of lnertia Radius of Gyration Modulus of Section Sec6on lndexJx J tx ty Zx Zy in. cml inl cml tn cm In cm inr cm3 in3 cmr 1 ,355.1 1,222.6 56,410 50,890 207.O 185.2 8,625 7 .710 6.93 6.87 17.60 17.45 2.71 2.67 6.88 6.78 1 66.1 151.3 2,722.4 2.479.8 35.9 32.2 588.4 527.8 16',WF 16 x11-1/2 1,042.6 936.9 833.8 ?46.4 43,400 39,OO0 34,710 31,700 87.5 77.9 68.4 60.5 3,642 3.243 2,847 2,518 6.74 6.70 6.66 662 17.12 17.01 16.92 16.81 1.95 1.93 1.91 1.88 4.95 4.90 4.85 4.78 127.8 1 15.9 104.2 94.1 2,094.6 1,899.6 1,707.8 1.542.3 20.4 18.2 16.1 14.3 334.4 298.3 263.9 234.4 16" WF 16 x8-1/2 655.4 583.3 515.5 446.3 27,280 24,280 21,460 18,580 34.8 30.5 26.5 22.1 1,49 1,270 1,103 920 6.68 6.64 6.62 6.49 16.97 16,86 16.81 16.48 1.54 1.62 1.50 1.45 3.91 3.86 3.81 3.68 80.7 72.4 64.4 s6.3 1,322.7 1,186.6 1,055.5 922.8 9.8 8.7 7.6 6.3 160.6 142.6 124.6 103.2 16'WF 16 x7 5,610.3 5.013.7 5,454.2 .1.91 1 .5 1.141.7 .1,399.4 3,91 2.'l 3,526.0 3.228.9 3.080 9 2.942.4 2.798.2 2.671 .4 2.538.8 2 402.4 :2748 : 149.6 :3208 ' :"lO 6 --369 "a122 275,200 250,300 227,OOO 204,400 172,400 1 83,1 00 162,800 146.800 134,400 128,200 122,500 1 16.500 11 1,200 105,700 100,ooo 94,700 89,480 84,120 19,120 74,380 69,610 2,359.5 I 2.169.71 1,986 0 | 1,806 9 I 16351I 1 .631 .4 I 1,466.5 | 1.331.2 I 1,226.61 1 ,1 74.8 | 1,12481 1,O73.2 1,028.6 979.7 930 1 882.7 837.9 790.2 745 0 702.5 660.1 98,220 90,320 82,670 75,220 68,070 67,910 61,050 55,420 51,060 48,900 46,820 44,680 42,820 40,780 38,720 36,740 34.880 32,890 31.010 29,240 27.480 7.26 7.17 7.08 6.99 6.63 6.90 6.81 6.74 6.68 6.65 6.62 659 6.56 6.54 6.51 6.49 6.45 642 6.40 6.37 6.32 18.44 18.21 17.98 17.75 16.84 17.53 17.30 17.12 16.97 16.89 16.8',r 16.74 16.66 16.61 16 54 16.48 16.38 1 6.31 16.26 16.1 8 'r6.o5 4.34 4.31 4.27 4.24 4.17 4.20 4.17 4.14 4.12 4.11 4.10 4.08 4.O7 4.06 4.05 4.O4 4.O2 4.01 400 3.99 3.97 11 .O2 10.95 10.84 10.77 10.59 10.67 10.59 10.52 10.46 10.M 10.41 10.36 10.34 10.3'l 10.29 10.26 10.21 1 6.18 10.1 6 10.1 3 10.o8 707.4 6s6.9 608.1 559.4 492.8 51 1.9 465.5 4?7.4 397.4 382.2 367.8 352.6 339.2 324.9 310.O 295.8 281.9 267.3 253.4 240.2 226.7 1 1,594.3 I 10,766.6 | 9.966.8 I 9,168.6 I 8,077.0 | 8,390.0 | I 7,629.5 ] 7,005.1 6,513.4 6,264.2 6,O28.2 5,779.1 5,559.5 5,325.1 5,080.9 4,848.2 4,620.3 4,381.0 4,153.2 3,936.9 3.715.6 282.7 261.6 241.1 220.8 195.7 201.0 181.8 1 66.1 153.9 147 .7 141.8 135.6 130.2 124.4 1 18.4 112.7 1 07.1 101.3 9s.8 90.6 85.2 4,633.4 4,287.6 3,951.6 3,618.9 3.207.5 3,294.4 2,979.7 2,772.4 2,522.4 2,420.8 2,324.1 2,222.5 2,134.O 2,038.9 1,940.6 1,847.2 1,755.4 1,660.3 1,570.2 1,484.9 1,396.4 14"WF '14 x 16 i ' 593 0 66.310 '.1.767 61,470 . :73 1 57,160 ' :66 5 52,720 '65 8 48,530 ' f53 5 44,270 316,6I 4O,25O 567.7 527.6 491.8 454.9 419.7 383.7 349.7 23,630 21,960 2A,470 18,94C) 17,470 r 5,970 14,560 6.31 6.29 6.26 6.23 6.21 6.1 7 6.15 16.03 15.98 15.90 15.82 15.77 15.67 15.62 3.77 3.76 3.75 3.73 3.72 3.71 3.70 9.58 9.55 9.52 9.47 9.45 9.42 9.40 216.0 202.O 189.4 176.3 163.6 150.6 138.1 3,54o.2 3,310.7' 3,104.3 2,889.6 2,681.4 2,468.3 2,263.4 77.O 71.8 67.'l 62.2 57.6 52.8 48.2 1,262.0 1,176.8 1,099.8 1,019.4 944.1 865.4 790.O 14'WF 14x1+1/2 11 11. Wide Flange Shapes ( lnch Seriesl - Continued Section lndex Weight Deoth of Section (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thickicss (trI Corner Radius Sectirar Are lbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn' 14"WF 14x12 84 78 125.0 1 16.'l 14.18 14 06 360 357 12 023 12000 305 305 0 45'r o 428 1 1.46 1 1.87 o.778 o 718 19 76 18 24 0.60 o.60 15.2 15.2 24.71. 22.94 'l5g 4 14E : 14'WF 14x10 74 68 61 110.1 101.2 90.78 14.r 9 14.06 13.91 360 357 353 10.o72 10.040 10.000 256 255 254 o.450 o.418 o.378 1 1.43 10.62 9.60 o.783 o.718 0.643 19.89 18.24 16.33 o.60 0.60 o.60 15.2 15.2 15.2 ?1.76 20.oo 17.94 14O r 12S : il5- 14' WF 14 x8 53 48 43 78.A7 71.43 63.99 13.94 13.81 13.68 354 351,. 347 8.062 8.031 8.000 205 204 203 0.370 0.339 0.308 9.40 8.61 7.82 0.6s8 o.s93 o.528 16.71 15.06 13.41 o.60 o.60 o.60 15.2 15.2 15.2 15.59 14.1I 12.65 r00 [ 91i 81 r 14' WF 14x6-3/4 38 34 30 56.55 50.60 M.& 14.12 14.OO 13.85 359 356 352 6.776 6.750 6.733 172 171 171 0.313 o287 o.270 7.95 7.29 6.86 0.513 0.453 0.383 13.03 1 1.51 9.73 0.43 0.43 o.43 10.9 10.9 10.9 11.17 10.oo 8.81 72' 645 56.r 12'WF 12x12 190 151 133 120 106 99 92 85 79 72 65 282.8 239.6 197.9 178.6 157.7 147.3 136.9 126.5 1 17.6 107.1 96.73 14.38 13.88 13.38 13.12 12.88 12.75 12.62 12.50 12.36 12.25 12.12 365 353 340 333 327 324 3?1 318 314 311 308 12.670 12.515 12.365 12.320 12.230 12.190 1 2.1 55 1 2.1 05 12.080 12.ON 12.OOO 322 318 314 3r3 311 310 309 307 307 306 305 1.060 o.905 o.755 0.710 0.620 0.580 o.545 o.495 o.470 0.430 o.390 26.92 22.99 19.18 18.O3 15.75 14.73 13.84 12.57 1 1.94 10.92 9.91 1.736 1.486 1.236 1.106 o.986 o.921 o.856 0.796 o.736 o.671 0.606 4.O9 37.74 31.39 28.09 25.M 23.39 21.74 20.22 18.69 17.U 15.39 0.60 o.60 0.60 o.60 o.60 o.60 0.60 0.60 o.60 o.60 0.60 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 r5.2 55.86 47.38 39.11 35.31 31.19 29.O9 27.06 24.98 23.22 21.r6 19.11 360.4 305.7 252.3 227.8 201.2 187.7 174.6 161.2 149.8 136.5 123.3 12',WF 12x10 58 53 86.31 78.87 12.19 12.06 310 306 10.o14 [email protected] 254 254 o.359 o.345 9.12 8.76 0.641 o.576 16.28 14.63 o.60 0.60 15.2 1s.2 17.06 r5.59 t 10.1 100.6 12'.WF 12 x8 50 45 & 74.41 66.97 59.53 12.19 r2.06 1 1.94 310 306 303 8.O77 8.O42 8.mo 26 2* 203 0.37r 0.336 0.294 9.42 8.s3 7.47 0.641 0.576 o.516 r6.28 14.03 13.11 0.60 0.60 0.00 15,2 15.2 15.2 14.71 13.24 11 .17 94.9 85.4 75.9 12' .WF 12x6-112 36 31 27 53.57 46.13 @.18 '12.24 12.09 1 1.96 311 307 3o/1 6.565 6.525 6.500 167 166 165 0.305 0.265 o.2N 7.75 6.73 6.10 o.540 0.465 0.400 13.72 11.81 10.16 o.37 0.37 0.37 9.rto 9.40 9.40 10.59 9.12 7.97 68.3 58.8 51.4 12 12. ! )ttt' i3l ,:- [4 c: ,ta ra L t1 ia Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx Jy x tY Zx Zy inr cm' int cml tn cm in cm in3 cm3 in3 cm3 928.4 851.2 38,6s0 35,430 225.5 206.9 9,387 8.613 6.13 6.O9 15.57 15.47 3.02 3.OO 7.67 7.62 130.9 121.1 2.145.4 1,984.8 37.5 34.5 614.6 565.4 14'WF 14x12 796.8 724.1 641.5 33,170 30,1rto 26,76 133.5 121.2 107.3 5,557 5,O45 4,467 6.O5 6.02 5.98 15.37 15.29 15.19 2.48 2.46 2.45 6.30 6.25 6.22 112.3 r03.0 92.2 1,840.6 1,688.1 1,511.2 26.5 24.1 21.5 434.3 39s.0 352.4 |. 14'WF 14 x'tO 542.1 484.9 429.O 22,570 20,180 r7,860 57.5 51.3 45.r 2,394 2,136 1,877 5.90 5.86 5.82 14.99 14.88 14.78 1.92 1.91 1.89 4.88 4.85 4.80 77.8 70.2 62.7 1,275.1 1,150.6 1,O27.6 14.3 12.8 1 1.3 234.4 209.8 185.2 14'WF 14 x8 385.3 339.2 289.6 1,892.5 1,541.8 ',,221-2 i,o71.7 930.7 858.5 788.9 723.3 663.O 597.4 533.4 16,040 14,124 r2,060 24.6 21.3 17.5 1,O24 886.8 728.5 5.87 5.83 5.73 14.91 14.81 14.55 1.49 1.46 1.41 3.78 3.71 3.58 54.6 It8.5 41.8 894.9 794.9 685.1 7.3 6.3 5.2 1 19.6 1o3.2 85.2 14'WF 14x6-3/4 78,780 64,180 50,840 u,610 38.740 35,7N 32,W 30.r 10 27,ffi 24,870 22,[email protected] 589.7 48,6.2 389.9 345.r 300.9 278.2 256.4 235.5 216.4 195.3 174.6 24,550 20,2N 16,230 14,360 12,520 11,580 10,670 9.803 9,008 8,130 7,268 5.82 5.70 5.59 5.5r 5.46 5.43 5.40 s.38 5.34 5.31 5.28 14.78 14.48 14.24 14.OO 13.87 13.79 13.72 13.66 13.56 13.49 13.41 3.25 3.20 3.16 3.13 3.11 3.O9 3.08 3.O7 3.Os 3.04 3.02 8.26 8.13 8.03 7.95 7.90 7.85 7.82 7.82 7.75 7.72 7.67 263.2 222.2 182.5 163.4 144'.5 13tl-.7 125.0 1 15.7 107.1 97.5 88.0 4,313.8 3,641.8 2,991.? 2,678.1 2,368.4 2,207.7 2,O48.8 1,896.3 1,755.4 1.598.0 1,42.3 93.1 77.7 63.1 s6.0 49.2 45.7 42.2 38.9 3s.8 32.4 29.1 1,525.9 1,273.5 't,ou.2 917.8 806.4 749.O 691.6 637.6 586.8 531.O 476.9 12' WF 12x',|2 476.1 4?6.2 19,820 17,7& 1o7.4 96.1 4,471 4,000 5.28 5.23 13.41 13.28 2.51 2.48 6.38 6.30 78.1 70.7 1,280.0 1,158.8 21.4 19.2 350.7 314.7 12'WF 12x10 394.5 350.8 3r0.1 10,420 14,600 12,910 56.4 so.o 4.1 2,W 2,081 1,836 5.18 5.15 5.13 13.16 13.O8 13.O3 1.96 1.94 1.94 4.98 4.93 4.93 u.7 58.2 51.9 1,060.4 953,9 850.6 't4.o 12.4 11.0 229.5 203.2 r80.3 12'WF 12 x8 280.8 238.4 [email protected] 1r,690 9,924 8,498 23.7 19.8 16.6 986.6 824.2 691.O 5.15 5.t I 5.06 13.O8 12.98 12.85 1.50 1.47 1.4 3.81 3.73 3.66 45.9 39.4 34.1 752.3 645.8 558.9 7.2 6.t 5.1 118.O 100.o 83.6 12'WF 12x6-1/2 13 13. Wide Flange Shapes { lnch Series)- Continued Section Index Weight Deoth of Sriction (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thickiess (tr) Corner Radius Sectiona Area lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz 10' wF 10x10 112 too 89 77 72 66 60 54 49 166.7 148.8 132.4 114.6 107.1 98.22 89.29 80.36 72.92 1 1.38 11.12 10.88 10.62 10.50 10.38 10.25 10.12 10.00 289 282 276 270 267 264 260 257 254 10.415 10.345 10.275 10.195 r0.170 t0.r 17 10.o75 10.028 10.000 265 263 261 259 258 257 256 255 254 o.755 o.685 0.615 0.535 o.510 o.457 0.415 0.368 o.340 1 9.18 17.N r 5.62 13.59 12.95 1 1.61 1o.il 9.35 8.64 1.28 1.1l8 o.998 o.868 o.808 o.748 o.683 0.618 o.5s8 31.70 28.Q 25.35 22.O5 20.52 19.OO 17.35 15.70 14.17 o.50 0.50 0.so o.50 0.50 o.50 o.50 'o.50 o.50 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 32.92 29.43 26.19 22.67 21.18 19.41 r 7.66 15.88 14.& Zt-L 183 ! 169 : 14 ; 13a i 125 : 1 13; 102: Q]E l0' wF 10 xg 45 39 33 66.97 58.04 49.1r 10.12 9.94 9.75 257 252 248 8.O22 7.990 7.964 2U 203 202 o.3so 0.318 o.292 8.89 8.08 7.42 0.6r8 o.528 0.433 r5.70 13.41 11.00 o.50 o.50 0.50 12.7 12.7 12.7 13.24 r 1.48 9.7r 8Ss :rB 7l :':g Ort '-l r0'wF toxS-3/4 29 25 21 43.16 37.20 31.25 10.22 10.08 9.90 260 256 251 5.799 5.762 5.750 147 146 r46 o.289 o.252 o.2& 7.U 6.40 6.10 o.s00 o.430 [email protected] 12.70 1o.92 8.64 o.32 0.32 o.32 8.12 8.12 8.12 8.53 7.35 6.19 Et rJ-i 4lu 3a 3SI :6 8' wF 8x8 67 58 48 & 35 31 99.71 86.31 71.43 59.53 52.09 46.13 9.00 8.75 8.50 8.25 8.12 8.OO 229 222 216 210 206 203 8.287 8.222 8.117 8.O77 8.O27 8.000 210 209 206 205 2U 203 0.575 0.510 0.405 0.365 0.315 0.288 14.61 12.95 r0.29 9.27 8.00 7.32 0.933 o.808 o.683 o.558 0.493 o.433 23.70 20.52 17.35 14.17 12.52 11.00 0.40 o.40 o. o.40 o.40 [email protected] 10.2 10.2 10.2 10.2 10.2 10.2 t9.70 17.06 14.11 1 1.76 r0.30 9.12 121 l lc Olr 7G! 6CE 5.r 8' WF 8xe-1/2 28 24 41.67 35.72 8.06 7.93 205 201 6.540 8.500 166 165 0.285 o.245 7.24 6.22 0.463 0.398 r 1.76 10.11 o.40 0.40 10.2 10.2 8.23 7.06 E? 45! 8' WF 8x5-1/4 20 17 29.74 25.30 8.14 [email protected] 207 203 5.268 5.250 r34 133 o.2N 0.230 6.30 5.84 0.378 0.308 9.60 7.82 0.32 o.32 8.r 2 8.12 5.88 5.OO 3;I E 51.-r tr 8' WF 6x6 25 20 15.5 37.20 29.7A 23.O7 6.37 8.20 6.OO 182 157 152 6.080 6.018 6.000 154 153 152 0.320 0.258 o.2& 8.13 6.55 6.10 '0.456 0.367 0.269 I r.58 9.32 6.83 0.25 0.25 0.25 6.35 6.35 6.35 7.35 5.88 4.59 4lr 13 Jit (' 23! r 5'WF 5x5 18.5 18 27.63 23.81 5.12 5.OO 130 127 5.025 5.0oo 128 127 0.265 o.2& 6.73 6.10 o.420 0.360 10.67 9.14 0.30 0.30 7.A2 7.A2 5.45 4.70 3s: 5 trj :- 4' WF 4x4 13 19.35 4.16 106 [email protected] 122 0.280 7 .11 0.345 8.30 0.313 7.95 3.82 :DC " 14 14. ;f "r,]: il.:I"'7'ts'h In- lr I crrt I 212. I I t8(}.9 teo r.6 3 r35 G r252 tt39 1CZs 92.9 86. 711 62r 550 17a 3tlt 127' rl0. 9rc 7GE 665 58r 53' 455 32: 47. r/s ztc 36: r3 ,.C. I Y Mornent of lnertia Radius of Gyration Modulus of Section Section lndex Jx Jy x v Zx l^Jx Zy t^s -r in. cml in. cml tn cm tn cm in3 cm3 in3 cm3 718.7 625.0 542.4 457.2 420.7 382.5 3/.3.7 305.7 272.9 29,920 26,O20 22580 19,030 17,510 15,920 14,310 12.720 11.360 235.4 206.6 180.6 153.4 141.8 129.2 1 16.5 103.9 93.O 9,799 8,600 7,518 6.386 5,903 5,378 4,850 4,325 3,871 4.67 4.61 4.55 4.49 4.46 4.4 4.41 4.39 4.35 1 1.89 11.71 1 1.56 1 1.40 1 1.33 11.28 11.20 1 1.15 1 1.O5 2.67 2.65 2.63 2.60 2.s9 2.58 2.57 2.56 2.54 6.78 6.73 6.68 6.60 6.58 6.55 6.53 6.50 6.45 126.3 112.4 99.7 86.1 80.1 73.7 67.1 60.4 54.6 2,O70.O 1,842.2 1.634.1 1,411.2 1,312.8 1,207.9 1,099.8 990.O 894.9 45.2 39.9 35.2 30.1 27.9 25.5 23.1 20.7 18.6 [email protected] 654.O 576.9 493.3 457.3 417.9 378.6 339.3 304.8 10'WF 10x10 248.6 209.7 170.9 10,350 8,729 7 ,114 53.2 4.9 36.5 2,215 1,869 1.519 4.33 4.27 4.20 11.00 10.84 10.67 2.OO 1.98 1.94 5.08 5.03 4.93 49.1 42.2 3s.o 804.7 691.6 573.6 13.3 1't.2 9.2 218.0 183.6 150.8 10'WF lo x8 157.3 133.2 106.3 6,s48 5.545 4,425 15.2 12.7 9.7 632.8 528.7 403.8 4.29 4.26 4.14 10.90 10.82 10.52 1.34 1.31 1.25 3.40 3.33 3.18 30.8 26.4 z'.t.5 504.8 432.7 352,4 5.2 4.4 3.4 8s.2 72.1 55.7 10' WF 10 x5-3/4 271.8 227.3 183.7 146.3 126.5 109.7 11,310 9,462 7,il7 6,O90 5,266 4,567 88.6 74.9 60.9 49.O 42.5 37.0 3,688 3,1 18 2,535 2,W 1,769 1,540 3.7'.! 3.65 3.61 3.53 3.50 3.47 9.42 9.27 9.17 8.97 8.89 8.81 2.12 2.10 2.O8 2_U 2.O3 2.O1 5.38 5.33 s.28 5.18 5.16 5.10 60.4 52.O 43.2 35.5 3.1.1 27.4 990.O 852.3 708.O 581.8 509.7 449.1 21.4 18.2 15.O 12.1 10.6 9.2 350.7 298.3 245.8 198.3 173.7 150.8 . 8'WF 8x8 97.8 82.5 4,O71 3,4U 21.6 18.2 899.2 757.6 3.45 3.42 8.76 8.69 't.62 1.61 4.11 4.09 24.3 20.8 398.3 340.9 6.6 5.6 108.2 91.8 8.WF 8x6-'.t/2 69.2 56.4 2,881 2,W 8.50 6.72 353.8 279.7 3.43 3.36 8.71 8.s3 1.20 1.16 3.O5 2.95 17.0 14.1 278.6 231.'.| 3.2 2.6 52.4 42.6 8'WF 8 x5-1/4 53.5 41.7 30.3 2,227 1,736 1,261 '17.1 13.3 9.69 71 1.8 553.6 4o,3.4 2.69 2.66 2.s6 6.83 6.76 6.50 1.52 1.50 1.45 3.86 3.81 3.68 r6.8 13.4 10.1 275.4 219.6 165.5 5.6 4.4 3.2 91.8 72.1 52.4 6,WF 6x6 25.4 21.3 1,O57 886.7 8.89 7.51 370.O 312.6 2.16 2.13 5.49 5.41 1.28 1.26 3.25 3.20 9.94 8.53 162.9 139.8 3.54 3.00 58.0 49.2 5'WF 5x5 r 1.3 470.3 3.76 t 56.5 1.72 4.37 o.99 2.51 5.45 89.3 1.9 31.1 4' WF 4x4 15 15. Light Beams and Joists (lnch Seriel Section lndex Weight Deoth of Section (A) Flanoe widih (B) Web Thickness (t, ) Flanoe Thickfress ( t,) Corner Radius Sectiona Area lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2 L 16 x5-1/2 31 26 46.13 38.69 15.84 1s.65 402 398 5.525 5.s00 1N 140 o.275 o.250 6.99 6.35 o.42 o.345 1 1.23 8.76 o.43 0.43 10.9 10.9 9.12 7.65 5: 49,t L 14X5 26 22 38.69 32.74 13.89 13.72 353 348 5.O25 5.000 128 127 0.255 0.230 6.48 5.84 o.418 0.335 10.62 8.51 0.43 o.43 10.9 10.9 7.65 6.47 491 4'- L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).: L 12x4 22 19 16.5 32.74 28.28 24.55 12.31 12.16 12.00 313 309 30s 4.030 4.O10 4.OOO 102 102 102 o.260 o.2N o.230 6.60 6.10 5.84 o.424 o.349 o.269 10.77 8.86 6.83 o.30 o.30 o.30 7.62 7.62 7.62 6.47 5.62 4.86 41 - JOr 31 r J 12x4 14 20.83 11.91 303 3.970 101 o.200 5.08 o.224 5.69 0.30 7.62 4.14 26' i L r0x4 I rl 19 17 15 28.28 25.30 22.32 'to.25 10.12 10.00 260 257 254 4.O20 4.O10 4.OOO 142 't02 102 0.250 o.240 0.230 6.35 6.10 5.84 o.394 o.329 o.269 10.01 8.36 6.83 o.30 o.30 o.30 7.62 7.62 7.62 5.61 4.98 4.Q 36: 32' 28t J 10X4 1 1.5 17 .11 9.87 251 3.950 100 o.180 4.57 o.204 5.18 o.30 7.62 3.39 21 S I L 8X4 15 13 22.32 19.35 8.12 8.00 206 203 4.015 4.000 1o2 102 o.245 o.230 6.22 s.84 o.314 o.254 7.98 6.45 0.30 o.30 7.62 7.62 4.43 3.83 28i 24- J 8x4 10 14.88 7.90 201 3.940 100 o.170 4.32 o.2u 5.18 o.30 7.62 2.95 19: L 6X4 16 12 23.81 r 7.86 6.25 6.OO 159 152 4.030 4.OOO 102 10.2 o.260 o.230 6.60 5.84 o.404 o.279 10.26 7.O9 o.25 o.25 6.35 6.35 4.72 3.53 30: 22.E J 6X4 8.5 12.65 s.83 148 3.940 100 o.170 4.32 0.194 4.93 0.25 6.35 2.50 16.' J; :-2 5 :]8 l :r2 6 ")''t 4 '=57 "30 1 ':53 =.3 2 ?a2 =6 :,8 8 30 395 308 .49 16 16. firrrr',fll l,-EE ::- i&i 4ri _ Iti 4 L t"- s.: ]8,: I$, itr t,f, !s- I;5 =[ Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx Jy ix tY Zx Zy cml inl cm' tn cm ln cm in3 cm3 in3 cm3 :., tr r38 1 15,500 12,410 1 1.57 8.71 481.5 362.5 6.39 6.24 16.23 15.85 1.13 1.47 2.87 2.72 47.O 38.1 770.3 624.5 4.19 3.17 68.67 51.96 L 16 x5-1/2 :32 6 '37 4 10,100 8,212 8.26 6.40 343.8 266.4 5.63 5.52 14.30 14.O2 1.04 o.99 2.64 2.51 34.9 28.8 572.O 472.O 3.29 2.56 53.92 41.96 L 14x5 :-3 I 6,131 i I 2.65 1t0.3 5.40 13.72 o.72 'r.83 21.O 344.2 1.32 21.63 L 14x4 '.5 7 i 6,482 '3o 1 | s,+ro '5 3 | 4,383 4.55 3.67 2.79 189.4 152.8 1 16.1 4.91 4.81 4.65 12.47 12.22 11.81 0.84 o.81 o.76' 2.13 2.06 1.93 2s.3 21.4 17.5 414.7 350.7 286.8 2.26 1.83 1.39 37.M 29.99 22.78 L 12x4 *2 I S,ezr 2.25 93.65 4.61 1'.t .7 1 o.74 1.88 14.8 242.5 1.13 18.52 J 12x4 )a 2 4,005 3' 8 3,405 :8 8 ', 2,864 4.19 3.45 2.79 174.4 143.6 116.1 4.14 4.05 3.95 ro.52 10.29 10.o3 0.86 o.83 o.80 2.18 2.11 2.O3 18.8 16.2 13.8 308.1 26s.5 226.2' 2.08 1.72 1.39 34.09 28.1 I 22.78 L 10x4 :' I 2,160 2.O1 83.66 3.92 9.96 o.77 1.96 10.5 172.1 1_O2 16.72 J 10X4 ! c 1,994 39 5 1,6M 3.30 2.62 137.4 109.1 3.29 3.21 8.36 8.15 0.86 0.83 2.'.|8 2.11 1 1.8 9.88 193.4 161.9 1.65 1.31 27.U 21.47 L 8X4 1.99 82.82 3.23 8.20 o.82 2.08 7.79 127.7 1.O1 16.55 J 8X4 1320 903.3 4.32 2.89 179.8 120.3 2.59 2.4 6.58 6.30 o.96 0.90 2.4 2.29 10.1 7.24 165.5 t 18.7 2.14 1"M 35.07 23.60 L 6X4 "4 3 616.0 1.89 78.66 2.43 6.17 o.87 2.21 5.O7 83.10 0.96 15.73 J 6X4 17 17. - T H Bearing Piles (lnch Series) Section lndex Weight Deoth of Section (A) Flanoe widih (B) Web Thickness (t,) Flanoe Thickiess ( tz) Corner Radius Sectiona Area lbs/ft kg/m tn mm tn mm tn mm tn mm rn mm inz 14x14-1/2 117 102 89 73 174.1 151.8 132.4 108.6 14.234 14.032 13.856 13.636 362 356 352 346 14.885 4.7a4 14.696 14.586 378 376 373 370 o.805 o.704 o.616 0.506 20.45 17.88 15.65 12.85 0.805 o.7u 0.616 0.506 20.45 17.88 15.65 12.85 o.60 0.60 o.60 o.60 15.2 15.2 15.2 15.2 34.4 30.o1 26.19 21.46 Z/.c - r93: 169 : 13 : 12x12 74 53 r lo.l 78.87 12.122 11.780 308 299 12.217 12.046 310 306 o.607 o.436 15.42 1 1.O7 o.607 0.436 15.42 11.O7 o.60 0.60 15.2 15.2 21.76 15.58 14{.r Itri 10x10 57 42 84.83 62.sO 10.o12 9.720 254 247 10.224 10.078 [email protected] 256 0.564 o.418 14.33 10.62 o.564 o.418 14.33 10.62 o.50 o.50 12.7 12.7 16.76 12.35 1C8" 79- 8x8 36 53.57 8.026 2U 8.158 207 o.446 11.33 o.446 11.33 0.40 10.2 10.60 6[t n, 'u8.1 'c55. s9.' 733.' 566.! 394.t 294." 210.t 1 19.{ 18 18. ra t :< i t' Sccoonal Are t i."*# l u 222.2 )'r r 93.6 t 9 169.0 35 138.5 16 , 140.4 iti ; t OO.s I '6 I log.1 E r 7g'I i --_1--- Di 68. Y Moment of lnertia Radius of Gyration Modulus of Section Section lndex Jx Jy x Y Zx Zy in. cml int cml IN cm tn cm inr cm3 in3 cm3 1,228.5 1,055.1 909.1 733.1 51,140 43p20 37,8N 30,520 u3.1 379.6 326.2 261.9 18,440 15,[email protected] 13,580 10,[email protected] 5.97 5.93 5.89 5.85 15.16 t5.06 14.96 14.86 3.59 3.56 3.53 3.49 9.12 9.O4 8.94 8.86 172.6 150.4 131.2 107.5 2,828.9 2,465.O 2,150.4 1,761.9 s9.5 51.3 u.4 35.9 975.2 840.8 727.7 588.4 14x1+1/2 566.5 394.8 23,580 16.430 184.7 127.3 7,689 5,299 5.10 5.03 12.95 12.78 2.91 2.86 7.39 7.28 93.5 67.O 1,532.5 1,O98.1 30.2 21.2 495.O 347.5 12x1? 294.7 210.8 12,270 8,775 100.6 71.4 4,188 2,972 4.19 4.13 10.64 10.49 2.45 2.& 6.22 6.09 58.9 43.4 965.4 711.3 19.7 14.2 322.9 232.7 l0xlo 119.8 4,987 N.4 1,682 3.36 8.s3 r.95 4.95 29.9 490.O 9.9 162.2 8x8 19 19. Wide Flange Shapes (Metric Seriesl S {r section' .^,-,-.^ I Degth rndex weight sedtion I:(A) Flange width (B) i Thic Web (t,) kness rm Corner Radius (r) Sectional Area Moment of lnertia Radius of Gyration Modtdus of Section Jx Jy tx tY Zx ,mm kg/m mm mm mm mm mm cm2 cm. cm{ cm cm cm3 cml 9oo x30O 286 I grz I 243 I eoo 213 I 890i 302 300 299 18 16 15 34 28 23 28 28 28 364.0 309.8 270.9 498,000 411,OOO 345,000 15,[email protected] 12,600 10,300 37.0 364 35.7 6.56 6.39 6.16 10,[email protected] 9,140 7,7& 1,O40 84it I 68s I 800 x3oo 241 210 191 808 800 792 n2 [email protected] 300 t6 14 14 30 26 22 28 28 28 307.6 267.4 243.4 339,000 292,[email protected] 254,OOO 13.800 11,[email protected] 9,930 33.2 33.0 32.3 6.70 6.62 6.39 8,400 7.290 6,410 915 782 662 700 x300 215 i 7C8 1Bs I ,- 166 I OSZ n2 300 300 15 13 13 28 24 20 28 28 28 273.6 235.5 211.5 237,[email protected] 201,000 [email protected] 12,900 10,800 9,A20 29.4 29.3 28.6 6.86 6.78 6.53 6,700 5,760 4,980 853 722 602 5O.300 175 | ss4 ls1 I s88 137 I SeZ 302 I 14 3ool n 300 | ,, 23 20 17 28 28 28 222.4 192.5 174.5 137,000 118,000 103.000 10,600 9,020 7,670 24.9 24.8 24.3 6.90 6.85 6.63 4,620 4,O20 3,530 701 601 sll t I i ri 'I I 6m.2m i 'l i l 134 120 106 94.6 | 612 l*uI 600 I u'u 202 201 200 199 13 12 11 10 23 20 17 15 22 22 22 22 147.7 152.5 134.4 120.5 103,OOO 90,400 77,600 68,700 3.180 2,720 2,280 1,980 24.6 24.3 24.O 23.9 4.31 4.22 4.12 4.05 3,380 2,980 2,590 2,3r0 314 271 228 199 | 'tza [email protected] 13& I tt 114 448 N2 3oo 300 11 11 't8 15 26 26 163.5 145.5 71,OOO 60,400 8,110 6,760 20.8 20.4 7.U 6.82 2,910 2.500 54t 451 5OO x 20O 103 89.7 79.5 j soo I r 500i i aso 201 [email protected] 199 t1 10 9 19 16 14 20 20 20 131.3 114.2 1o1.3 56,500 47,[email protected] 41,900 2,580 2,1N 1,840 20.7 20.s 20.3 4.43 4.33 4.27 2,230 1,910 1.690 257 214 185 , 124 450 x300 106 440 4vt 300 299 11 10 18 15 24 24 157.4 135.O 56,100 46.800 8,110 6,690 18.9 18.6 7.18 7.U 2,550 2,160 541 w 450 x 200 76.0 66.2 450 46 200 199 I 8 14 12 18 18 96.76 84.30 33,500 28,[email protected] 1,870 1.580 18.6 18.5 4.& 4.33 1,490 1,290 187 r59 4OO xulOO 605 415 283 232 498 458 428 414 4t2 417 &7 405 45 30 20 18 70 50 35 28 22 22 22 22 770.1 528.6 360.7 295.4 298,OOO 187,000 119,000 92,800 94,m 60,[email protected] 39,400 31,000 19.7 18.8 18.2 't7.7 t t.1 ro.7 10.4 10.2 12,000 8,170 5,570 4,[email protected] 4,370 2,[email protected] 1,930 1,530 n 20. -t Zt ID, fio 843 68t 115 r82 ie ,l )r lr 53 z2 v2 4 I I 9 Section lndex Weight Deoth cif Section (A) Flange Thickness Corner Radius (r) Sectional Area Mornent of lnertia ,-T-,, Radius of Gyration Modulus of Section wlotn (B) Web ( t,) t'?efl" mm kg/m mm tx ty cm Zx Zymm mm mm cm2 crn cml cm 400 x400 2oo 197 172 168 147 1& 406 400 M 394 394 388 403 408 400 405 398 &2 16 21 13 18 11 15 24 21 21 18 l8 15 cm3 cm3 22 22 22 22 22 22 254.9 250.7 218.7 214.4 186.8 178.5 78,[email protected] 70,[email protected] 66,600 59,[email protected] 56,t00 49.000 26,[email protected] 23,[email protected] 22,M 20,o00 r8,900 16,300 17.5 16.8 17.5 16.7 17.3 16.6 10.1 9.75 10.1 9.65 10.1 9.54 3,840 3,52$O 3,330 3,O30 2,850 2,520 r,300 1,170 1,120 985 951 809 400 [email protected] 107 !N.3 390 386 300 299 10 9 16 14 22 22 136.0 120.1 38,[email protected] 33.700 7,210 6.2Q 16.9 16.7 7.28 7.21 1,980 1,7N rt81 418 4oox20p^ 66.0 56.6 /tOO 396 [email protected] 199 8 7 13 11 16 16 84.12 72.16 23,[email protected] 20,[email protected] 1,7Q 1.450 16.8 16.7 4.54 4.8 r,190 1.O10 174 145 350 x350 159 156 136 131 115 106 356 350 3so 34 w 338 352 357 3so 354 3+e 351 14 19 12 16 10 13 22 19 r9 16 16 13 '20 20 2A 20 20 20 202.o 198.4 173.9 166.6 146.0 135.3 47,600 42,[email protected] 40,[email protected] 35,300 33,300 [email protected] 16,[email protected] 14,m 13,[email protected] 11,[email protected] 11,200 9.380 15.3 14.7 15.2 14.6 15.1 14.4 8.90 8.53 8.84 8.43 8.78 8.33 2,670 2,450 2,3m 2,050 1,94C) 1,670 909 809 776 669 646 534 350 x250 79.7 69.2 .w 336 250 249 I I 14 12 20 20 101.5 88.1 5 21,[email protected] 18,[email protected] 3,6sO I r+.e 3,oeo Lo, 6.00 5.92 1,280 1,loo 292 248 350x175 49.6 41.4 350 346 175 174 7 6 t1 I 14 14 63.14 52.68 13,600 1 1,tOO 984 792 14.7 I4.5 3.9s I tts 3.88 I 641 112 91.O 300 [email protected] 106 106 94.0 87.O 84.5 [email protected] 300 300 298 294 301 305 300 299 302 11 15 10 9 12 17 15 15 14 12 18 18 t8 18 18 134.8 134.8. 1 19.8 110.8 107.7 23,m 21,500 20,m r8,800 16.900 7,7n 7,[email protected] 6,750 6,2& 5,520 13.2 12.6 13.1 13.0 12.5 7.57 I r,sao 7.26 | 1,uo 7.s1 lr,soo t.s1 I r,zto 7.16 I t,lso 514 466 450 417 36s 300 [email protected] [email protected] 65.4 56.8 298 294 201 200 I 8 14 12 18 18 83.36 72.38 13,300 11,300 1,900 1,@ 12.6 12.5 4.77 4.71 3.29 3.29 893 771 1&9 160 36.7 32.O 300 298 r50 149 6.5 5.5 I I 13 13 46.78 40.80 7,210 6,320 508 42 12.4 12.4 481 424 67.7 59.3 21 21. r Wide Flangre Shapes lMrtr! Seriee)-Continued Section lndex Weight Degth Section (A) Flangr Width (Bl Thickness Corner Radius ( r) Sectione Area I ruomenG?- 1 lnertia l- Radius of (,yrattonWeb (t') m Msdulirs of Section mm kg/m Ir I .tv I-cm. 3;88O 3,650 3,350 2.9N lx ,Ymm mm mm mm' cm2 104..7 92.18 84.70 82.06 56.24 cml 11,[email protected] 10,[email protected] 9,930 8.790 6,120 Zx Zv 250x250 82.2 72.1 66.s il.4 250 250 24 24 255 250 249 252 14 I 8 11 14 t4 13 It t6 16 16 l6 cm cm cmr cml 10.5 r0.8 10.8 10.3 6.09 6.29 6.29 5.98 919 867 801 720 301 292 269 233 250x175 4.1 24 175 7 11 16 984 294 2ss 10.4 4.18 502 113 t 250 x 125 29.6 25.7 zso 24 125 124 6 5 I I 12 12 37.66 l 32.68 I 4,O50 3,540 ro.4 10.4 2.79 2.79 324 28s 47.O 41.1 [email protected] 65.7 56.2 49.9 208 [email protected] [email protected] 202 2U 200 10 12 8 16 12 12 13 13 13 83.69 71.53 63.53 6,530 4.980 4,720 2,[email protected] 1,[email protected] 1,[email protected] 8.83 8.35 8.62 5.13 4.88 5.02 628 498 472 218 187 r60 200 x 150 30.6 194 150 6 I l3 39.O1 2,690 507 8.30 3.61 277 67.6 200 x too 21.3 18.2 [email protected] 198 [email protected] 99 5.5 4.5 8 7 11 11 27.16 23.18 1,8N 1,580 r34 114 8.24 8.26 2.22 2.21 184 160 26.8 23.0 175xr75 Q.2 175 175 7.5 1t 12 51.21 2,880 984 7.50 4.38 330 112 175xt25 23.3 169 125 5.5 I 12 29.65 23.U 1.530 261 7.18 2.97 t8r 41.8 t75x 90 18.1 175 90 5 8 I 1.210 97.5 7.26 2.06 139 21.7 150 x 150 31.5 150 150 7 10 1t &.14 1,[email protected] 563 6.39 3.75 219 75.1 r50x 100 21.1 r48 [email protected] 6 9 l1 26.84 r 7.85 1,O20 666 151 6.17 2.37 138 30.1 150x 75 14.0 150 75 5 7 I 49.5 6.t r 1.86 88.8 13.2 t25 x 125 23.8 125 125 6.5 9 10 30.3t r6.84 847 413 293 5.29 3.11 r36 47.O t25x 80 13.2 125 80 6 I j lo 29.2 4.95 1.32 86.1 9.73 l00x 100 17.2 [email protected] 100 6 I 2r.90 1 1.85 383 187 134 4.18 2.47 76.5 2e.7 t00x 50 9.30 100 s0 5 7 8 14.8 3.98 1.12 37.5 5.91 22 22. -'l_ TJI rl I ! -t"