Tabel Profil Konstruksi Baja

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Tabel Profil Konstruksi Baja

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<ul><li> 1. *f'-- /L-q L(H l-rJ.V Tq2&gt;U -,/A&gt;.4ttt q I ).;.cr / itq [tr. Rudy @unowon Dcngon peftunluk fitr. N4OruseO rubel Prdrl JA @ </li></ul><p> 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 24.@ 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 2@,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 r@ 178.6 163.7 148.8 24.31 24j6 24.@ 617 614 610 12.088 12.U2 12.OO0 &amp;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 24.@ 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&amp; -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 1@..2 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,O09.5 212,7@ 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&amp;.7 66,620 6t,5@ 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.&amp; 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 2.@ 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 8@.6 704.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 o.5@ 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 7.@O 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 14x...</p>