Buku-Tabel Profil Konstruksi Baja.docx
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Tabel Profil Konstruksi Baja 028050 O Kanisius 1988Jl. PENERBIT
Cempaka KANtstUS 9, Deresan,(Anggota yogyakartatKApt)Telepon Kotak
Pos(0274) 112SNk,88783, yogyakartaTereks 552g12s249, Fax (0274)
6334955011Cetakan pertama1988 Cetakan kedua 1g8g Cetakan ketiga
1gg0 Cetakan keempat lggo Cetakan kelima1991 Cetakan keenam 1gg2
Cetakan ketujuh 1gg3tsBN 979-413-158-XHak Clpta dllindungi
Undang-undang. tanpa Dilarang izin memperbanyak tertulis dari
penerbit.karya turis ini daram bentuk dan deng-an cara apa pun,
termasuk fotokopi,Dicalak olehpercslakanKanisiusyogyakarta
KATA PENGANTARDengan 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/ yaitu DlN, dan bentuksebagai l-WF gantinya
(Widetelah diproduksi profil baja yang ekonomis 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, Desember1987Penyusun3
DAFTAR ISIKata Pengant ar Daftar lsiWide Flange
Shapes(lnch.series) Light Beams and Joists (lnchSeries) H Bearing
Piles(lnchSeries) Wide Flange Shapes (MetricSeries) Structural Tees
(lnchSeries) Structural Tees (MetricSeries)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 Tekukrr.runtuk
Baja Fe 360R umus-rumus untuk menentukan/ menghitu ngpenampang
batang-batang baja yang ditekan:rtight [-ight ChannelLip
Channelsf-{ollow Structural Tubings (mmSize) Lip Channels in back
to back arrangement -ip Channels in front to front arrangement
Elastic Design Euler Stress Values F'efor Compression Members D
astic Design Selection Tables Engineering IConversion Factors
'cular Hollow Sections.3 56 16 18 20 24 29 32 33 34 36 40 M 47 I4S)
50 52 il 56 56 57 60 66 68
Sizes and Section PropertiesWide Flange
Shapes(lnchSerbs)WdghtDeoth Sriction (A)ofFlanoe widlh (B) lbs/ft
kglmtn mm1nThickness Web(t,) Section lndexThickfiess'
Flanoe(tr)1:IIIaJIIac42 Corner RadiusSectional Area mm rn mm tn
mmrn mmin2 cmz36'WF 36 x16-1/2300 280 260 245 230446.4 416.7 386.9
364.6 342.336.72 36.50 36.24 36.06 35.88933 927 920 91691116.655423
16.595422 16 5554211419 4180 945 0.885 0.845 0.802 0.76524.@
22.4821.4620.37 19.431.6801.570 1.4401.350 r.26042.67 39.88
36.5634.2932.OO1.O225.91.O225.9.1.O225.91.O225.91.O225.988.1 7
82.32 76.s672.O367.73568.8531.1 493.9467.7437.O36" WF 36x126.51 2
16.4751942887 182270.8 170253.0 160238.1 150223.2
135200.936.48'r.260 36.321 36.1 6 36.0O 35.84 35.5s92712.1
17308o.770 92312.O72307o.725 91812.O21305o.680 91412.OOO305o.653
91011 .972304o 625 9031',I.9453030.59819.56 18.4217.27
16.5915.88132.00 29.97 27.94 25.91 23 88 20.170.80 0.80 0.80 0.80
0.80 0.8020.320.3 20.320.3 203 20.357.11 53.54 49.98 47.O9 4.16
39.70368.5 345.4 322.5 303.8 284.9256.133"WF 33x15-3/4.180
1.1001.020 0.940 5.19o.794240 220 200357.233.50 327.433.25
297.633.OO85115.865403 8451402 8384000.830 o.775 0.7i521 08 19.69
18.161.400 1.2751.15035.56 32.39 29.210.96 0.96 0.9624.4 24.4
24.4455.0 417.6 379.333'WF 33x11-1/270.52 5.810 'r5.75064.73
58.79152 141130 118226.233.50 209.833.31 193.533.1 0
175.632.868511.565294 8461293 841292 8352920.635 0.60s 0.580 0.554
a16.131.05526.800.754l.71 15.370.96024.380.7541.51
'14.730.8s521.720.7538.26 14.O7o.73818.74o.7534.71288.5 267.8 246.8
223.930'wF 30x15119.O 1.53519.O11.51019.O11.48419.021019Q
172312.530.38 282830.r2 256.029.88772765 7595.1 05 15.04014.985384
382 381o.775 0.710 0.65s19.6918.0316.641.315't.133.40
30.ro27.O5o.91 o.9r o.9161.78 55.90 50.65398.6 360.6 326.830'wF
*x1O-1/2123.1 8523.1 1.06523.1132196.430.30770 124
116184.5172.430.16 30.00-766 762 108r60.729.82757
99147.329.U75310.5512680.61515.621.00025.N
10.5212670.s8514.860.93023.62 10.500267o.56414.33o.8so21.59
10.4842660.54813.920.76019.30 10.458266o.52213.260.67017.O2o.70
o.70 o.70 o.70 0.7017.838.83 17.836.45 17.834.r3
17.831.77r29.11250.5 235.2 220.2 205.0 187.827'WF 277.8177263.4
160238.1 145215.827.3169414.090358o.725 2t.o868814.023356o.658
26.8868313.9653550.60018.4216.7115.241.1901.O75 o.97530.23 27.31
24.77o.86 o.86 o.8621.821.8 21.852.10 47.O4 42.68336.1 303.5
275.427'WF 27x14t 114169.7 102151.8 91 u139.9125.O27.2827.O7 26.91
26.69693 688 684 67810.07010.018 9.990 9.963256zil 254253o.570
o.518 o.490 o.40314.480.93223.67o.64r6.2 13.16o.8272r.010.6416.2
12.45o.74718.97o.6418.21o.63616.15o.64r6.233.5330.o1
27.6524.71218.3193.6 178.4 159.46x101.76
Moment of lnertia Radius ofGyration Modulus ofSection Jx Jv x tY
Zx Zy in. cml in. cml1ncm tn cm inr cm3 in3 cm3Section
lndex20,290.2 18,819.3 17,233.8 16,092.2 14,988.4844,600783,rtOO
717,NO 669,900 623,9001,225.246,730 1,127.546,3201.020.645,880
9M.745,560 870.945,25015.1738.s33.73138.403.70 38.1 03.65 37.973.62
37.803.599.47 9.409.279.19 9.121, I 05.1 1,031.2951.1 892.5 835.5r
8,1 12.6 16,901.415,588.5 14.628.113.693.8147 .12,410.9
5.12135.92,227.4 15.00123.3'2,O20.9 14.95't14.41,875.0
14.88105.71,732.436'WF 36x1p-1/212,103.41503,800 469,600 435,800
405,400 375,200 324,500355.414,790 327.7'r3,640300.61 275.4
250.4207.114.5636.982.496.32663.610,876,4
145236.882.476.27621.210,181.5 14.4736.752.456.22579.19.491.4
14.3836.s22.426.15541.08,867.O 14 2936.302.386.04502.98,242.514
0135 582.285.79438.67,188.658.7962.1 1,281.554.3890.O
10,470.02,51050.o819.5 9,738.8145.9752.3 9,012.141.8685.1
7,796.134.7568.736'WF 36x12' 3.585.1 '2.312.1 '1.048.21,460
10,4208,621565,500874.336,400 512,500782.432,570
459,900691.728.19013.8835.26 13.7935.0313 7134.823.528.94 3.488.84
3.438.71811.113,293.9 740.612,138.4 669.610,974.71',to.21.806.2
99.01,622.6 87.81,439.033" WF 33x15-3/43 147.67s39,200 309,800
278.900 245.100256.110,66013.50229.79.56213.39 201.48,38413.23
170.37,08913.0234.292.396.07486.47,972.134.O12.355.97446.87,323.O
33.602.295.8240486,634.733.O72.225.64358.35,872.544.339.8
35.029.7726.1 M2.2652.3 5,699 0573.7 5 886.9486.8) 872.4 3 82s.9
:891 .533" WF 33 x11-1/2410,100 367.400 328.500701I29,47012 6432.1
03.388.58649.910,651 .9 624.626,OOO12.5731 .933.348.48586.19,606.2
550122,90012 483i.703.308.38528 28,657.293.71,535.783.11,362.O
73.41,203,030" wF 30 x'155 753.13 347.1 4 919.1 I461.O 3
988.6239,500 222,600 2@,800 185,700
166,000185.O7,70112.1730.912.185.54379.76,223.3
169.77,06412.1130,762.165.49354.65,81 1.9
153.26,37712.OO30.482.125.38327.95,374.315,624130.102.065.23299.24,903.9
4,86629.722.OO5.08269.14,410.535.1575.3 32.3529.4 29.2478.6
25.8422.9 22.4367.130'WF 30 x 1G1/2:-?qA:- t1t)I- aJ35.111.85
16.911.70280,1 00518.9 2s0,500458.O 225,400406.921.600 19,060
16.94011.3628.853.168.03492.88,077.O73.711.3128.733.127.92444.57,285.465.3
28.603.097.85402.96,603.558.31,207.91,O70.3 27" 11955.5WF
27x1440805 i169,9003.266041150,000149.66,228 129.55,3911 14,791
3,9841 1.O328.O22.115.36299.24,903.929.7486.8
10.9627.832.O85.28266.34,364.725.9424.5:::33 325671rgO,OOO
117,60010.8727.612.O45.18242.83,979.523.O377.O
10.6927.151.97s.oo211.73,469.819.2314.727'WF5.',I27x10 95.7
Wide Flange Shapes(lnchSoriosl- ContirrredSection lndexDeoth
Section (A) WdghtofFlanoe widih (B)Thickness WebFlanoelbs/ftkg,/m
ln mm (t,)Thicknless (t,Corner RadiusSectione Area tn mm tn mmtn mm
in mm in2 cFF24WF 24x14I160 r45 r30238.124.72 215.824.49r24.25628
62261614.091 14.04314.OOO3s8 357 3560.6s6 0.608
0.56516.6615.4414.35.1351.020 0.90028.8325.91 22.86o.70 0.70
0.7017.817.8 17847.O4 42.6238.21303 : 27a: 245124'WF
24x12193.5120178.624.3161712.088&7 t10163.724j661412.U2306
[email protected][email protected] o.510 0.46814.1212.951o.930 o.855
o.77523.62 21.7219.69227'208E 189S24'WF24o.70 o.70
0.7017.817.817.835.29 32.36 1.8929.4ir94 8476
68139.9125.O113.1101.224.29 [email protected] 612 607 6029.061
9.015 8.9858.961230 229 228 228o.516 o.470 o.40
0.41613.11o.8721o.772 o.682 o.58222.1519.6117.3214.780.54r3.8
0.5413.8 0.5413.8 o.5413.827.63x924.71 22.37 20.00r 15978.3
.1144.3r 29.C21'WF 21 x131.941.1810.571421271'.t22'-t
1.3z'-t.46189.O21.24166.721.0O545 539 53313.13213.06113.OOO334 332
3300.659 o.588 o.52716.7414.94r 3.391.O95 o.985
o.86s27.8125.O221.970.65 0.65 o.656.541.7616.537.y16.532.93269 4
2&-c 212a21',WF 21r96 82142.9122.O21.14537
x920.86s309.0382300.57514.61o.93523.75o.65'r6.528.21182.C
8.9622280.49912.67o.79520.1o.6s16.524.10155.521' Vtr 21x*1/4I73 68
82 55108.6101.2 92.27 8r.8521.2421 .13 20.99 20.80539 537 533
5288.295 8.270 8.2n 8.215z'.t1o.455r 1.56o.7Q18.m
210o.430ro.92o.68517.q 209o.40010.160.61515.62
2090.3759.52o.52213.26Q.54 o.54 0.54 o.5413.713.713.713.721.46
20.o218.23r 6.18138.5r 29.2117.6104.418'WF 18x11-3/4114105
96169.7156.3142.918.4818.3218.16469 46546111.83311 .79213010.59s
300o.554 298o.51215.1114.O713.OOo.991o.9110.83125.17 23.1421
.11o.60 o.60 o.6015.215.215.233.51 30.86 28.22216.2199.1
1.750182.118', WF 18x8-3/48577 u [email protected]
95.2417.87465461457 4548.838224 8.787223 8.750222 8.715221o.526
0.475 0.438 o.rrc313.3612.O71o.911o.831o.751
o.68623.1421.OO19.O817.42o.60 o.60 0.60 o.6015.215.215.215.224.97
22.63 20.56 r8.s101.1146.0132.6121.318' WF
18x7-1/21.1310.246089.2919.254U 5581.85r8.12460 5074.4118.00457
4566.9717.864il7.558 7.532 7.500 7.477192191191 1900.416 o.390
o.358 o.33510.579.91 9.098.51o.695 0.630 o.570 0.49917.65
16.0014.4812.67o.43 o.43 0.43 0.4310.9 ro.910.9 ro.917.84
r0.r914.71 13.24r r3.8 to4.5 94.9 85.48 r-
LI-{ar'35 50 E51.7 t8)-9t3)-ai-3 o1 9 505t ID l)Mornent in.
oflnertiaJv cmltn cmlRadius ofGyration ix tyModulus ofSection Zx tn
cm tn cm in,cm3in!Zycm3Section lhdex5,1r0.34,561.O4,O09.5212,7@
189.900 166.900492.6
434.3375.220,51018,08015,62010.4210.3410.2426.4726.2626.O13.23 3.19
3.138.20 8.107.956.81 6.76 6.68413.5372.5 330.76,777.3
6,105.35,420.269.961 .853.61,145.71,012.9878.524"WF 24x143,635.3
3.3r5.O 2.987.3151,300138,OOO 124,m254.Oro.570 229.19,537
203.58,47110.1510.1210.o825.78 25.70 25.602.68 2.66 2.63299.r 274.4
248.9220.9 r96.3175.414,90.2.2 4,497.44,O79.542.O38.O33.9688.4
622.8 5s5.624'. WF 24x122,683.O 2,364.3 2,096.4 r,814.5111,700
98,420 87,270 75.530102.2 88.376.5 63.84,2543,676 3,184 2,6569.85
9.78 9.68 9.5325.O2 24.84 24.5924.2.11.921.891.851.794.88 4.80 4.70
4.553,620.6 3.217.4 2,874.8 2,590.322.619.617.O14.2370.4 321.2
278.6232.724'. wF 24x93.403.13,O17.2 2.620.62.088.9
1.752.453.1141,700 125,600 109.100385.9 338.6
289.716,06014,10012.0609.03 8.99 8.9222.94 22.83 22.663.043.O1
2.967.727.647.52317.2284.1 249.65,1 98.9 4,656.44.O90.93.238.7
2.753.558.851 .844.6963.7 849.0731.O21" .,1WF x1386,960
72,950109.389.64,5503,7308.60 8.5321.842'.1.671.975.OO197.6
't.934.90168.O24.220.o396.6 327.821" WF 21 xg1.600.3
't,478.31,326.8 1,1&.766,620 6t,5@ 55,230 47.49066.2 60.453.1
4.O2,756 2,514 2,210 1,8328.64 8.59 8.53 8.&21.9421.82 21.67
21.341.761.741.711.654.47 4.42 4.34 4.19r
50.7139.9126.4109.72.470.O2,293.O2,O71.71,798.O3,607.4
3,314.03,O22.316.014.612.910.7262.2 239.3 211.4175.421'WF
21x8-1/42.033.8 !.852.51,674.71.429.91,286.81.153.91,O45.884,660
77,120 69,710255.6231.O 206.810,640 9,616 8,6097.797.75
7.7019.7919.6819.562.76 2.732.717.O1220.1 6.93202.2
6.88184.443.239.235.2708.0642.5 576.918"WF18x 11-3/459,520
53.57048,O30 43,53099.4 88.678.570.34,138 3,688 3,268 2,9267.57
7.54 7.497.4619.2319.15 [email protected] 5.03 4.95
4.90156.12,558.s22.5368.8 141.72,322.520.2331.1
128.22,101.217.9293.411,917.6l6.r263.918'WF18x8-3/4984.0 889.9 [email protected]
704.sl7.O40.960 37,UO 33.330 29,33047.142.O37.2 31.91,961
1,781,54t! 1,3287.477.41 7.38 7.3018.9718.8218.7418.541.63 1.6r
I.591.554.'.144.O9 4.U 3.94107.898.2 89.078.91,766.8
r,609.51,458.71,293.212.52U.9 11.1181.99.9162.3 8.s139.318'WF
18x7-1/2I
Wide Flange Shapesllnch Serieo)-ContinuedSection
lndexWeightDeoth Sriction (A)ofFlanoe width (B)Thickness Web
(t,iThickfress Flanoe(Corner RadiusSectional Area lbs/ft kglmtn
mm1n mrTttz) ln mm tn mm ln mm in2 cmr16'WF 16x11-1/296
88142.9131.O16.3241511.533293o.53513.59o.87522.230.6015.228.22.82.1
[email protected]'WF
16xB-1/21.502I17871 64
58116.116.324158.5862'.\.8o.52913.M0.87522.230.6015.22},02
105.716.164108.543217o.48612.34o.79520.190.6015.220.86
95.2416.004068.500216o.44311.250.71518.16o.6015.218.80
86.3115.864038.464215o.N710.34o.64516.380.6015.2't7.o4147.9
134.6121.3 109.916'wF1650 45 N 3674.41 66.97 59.53 53.5716.25413
16.12/tOg 16.00/tOo15.854037.O73 7.039 7.@O 6.9921800.380 1790.346
1780.307 1780.2999.65 8.79 7.80 7.59o.628 o.563 o.503 o.42815.95
14.30 12.78 10.870.43 o.43 0.43 o.4310.9 10.9 10.9 10.914.70 13.24
11.77 10.5994.8x785.4 75.9 68.314'WF 14x16426 398 370 342 *3zo314
287 264 246 237 228 219 211 202 193 184 176 167 158 150 142634.O
592.3 550.6 s09.0 476.2 '467.3427.1 392.9 366.1 352.7 339.3 325.9
314.0 300.6 287.2 273.8 261.9 248.5 235.1 223.2 2'.t't.318.6918.31
't7.9417.5616.811'7.1916.81 16.50 16.2s 16.12 16.00 15.87 15.75
15.63 15.50 15.38 15.25 15.1215.OO 14.88 14.75475 465 456 446 427
437 427 419 413 409 406 403 400 397 394 391 387 384 381 378
37516.695424 16.590421 16.475418 16.365416 16.710424 162354121410
407 405 404 403 402 401 400 399 398 397 396 39s 394 3941.87547.63
1.77044.96 1.65542.O4 1.54539.24 1.89048.O1135.94 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
17.273.O33 2.843 2.6s8 2.468 2.093 2.283 2.093
1.938177.O4o.6015.2125.25 72.210.6015.21 67.510.6015.2
62.690.6015.2 53.1 60.6015.2 57.990.6015.2 53.1 60.6015.2
49.230.6015.2 46.050.6015.2 M.40o.6015.2 42.88o.6015.2
41.220.6015.2 39.700.6015.2 38.1 80.6015.2 36.530.6015.2
35.O00.6015.2 33.350.6015.2 31.700.6015.2 30.10.6015.2 0.6015.2
0.6015.2808.1 754t' 701.8649.C 607.2 595.s 544.3 500E 466.6
2t49.6432.e 415.2 400.s 3832366.C 348.8 333.7 3167 299.8
284.1270.C14' WF 14x1+1/216.98 108.78 100.59 94.12 .41592.30
6.1301.31084.37 16.0251.20577.63 15.9451.125.81372.33
15.9rO1.0901.74869.69 15.8651.O451.68867.06 15.8251.OO51.62364.36
15.8000.9801.56362.O7 15.7500.9301.503s9.39 15.7100.8901.43856.73
15.6600.8401.37854.O7 15.6400.8201.31351.73 15.6000.780
15.5500.7301.2481,188I49.O9 46 47 15.5150.6951.12828.6544.O8
15.500o
6801.06327.OO41.85136202.414.7537514.7N3740.66016.761.06327.@
127189.O14.6237114.6903730.61015.49o.998.2s.35119177.114.5036814.6503720.57014.480.93823.83
111165.214.3736514.620371o.s4013.72o.87322.17
103153.314.2536214.575370o.49512.57o.81320.65
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87129.514.0035614.500368o.420o.68817.480.60 0.60 0.60 o.60 0.60
0.60 0.6015.2 15.2 15.2 't5.215.2 15.2 15.239.98 37.33 34.99 32.65
30.26 27.94 25.56257.9 2N.8 225.7 210.6 195.2 180.3 164.9101.81
'to.67f,lote:*Column Core Section
