tabel profil baja (gissa)
DESCRIPTION
Setelah tampil sangat produktif baik di kompetisi domestik maupun Eropa, skuat Ancelotti memang mulai sering disebut sebagai yang terbaik dalam sejarah El Real.TRANSCRIPT
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fltr. Rudy @unqwonDengon petunluk fltr" N4Ornse@
@PENERBIT KANISIUS
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DAFTAR ISI
Kata PengantarDaftar lsi
35
6Wide Flange Shapes (lnch Series)Light Beams and Joists (lnch Series) ..................... 16
Wide Flange Shapes (Metric Series)Structural Tees (lnch Series)
2024
Daftar Faktor Tekuk (ar) untuk Mutu Baja Fe 310 ............................ 46Daftar Faktor Tekuk (ro) untuk Mutu Baja Fe 360 ............................ 47Daftar Faktor Tekuk (ro) untuk Mutu Baja Fe 430 ....... ... 48Daftar Faktor Tekuk (rrr) untuk Mutu Baja Fe 510 ............................ 49
Hollow StructuralTubings (mm Size) .,. 54Lip Channels in back to back arrangement........ 56Lip Channels in front to front arran9ement..................... 56Elastic Design Euler Stress Values F' e tor Compression Members ..................... 57
5
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Sizes and Section Properties
Wide Flange Shapes(lnctt Seriesl
Sectionlndex
WeightDeoth ofSection(A)
Flanoewidih(B)
WebThickness
( t')Flanoe
Thickiess' (tJ
CornerRadius
SectionalArea
lbs/ft kg/m n mm n mm n mm n mm rn mm n2 cm2
36" WF36x16-1/2
300280260245230
446 4416 7386 I364 63423
36 1236 50sb 2.436 0635 88
93392792091691I
16 655'1 6 59516 5551651216 415
423422421419418
0 9450 8850 8450 8020 76s
24 0022 4821 4620 3719 43
1 6801 5701 4401 3501 260
42 6739 8836 5834 2932 00
1.O2102102102102
259259259259259
88.1 782 3276 56720367 73
568 8531 1493 9467 7437 0
36" WF36x12
194142110160150135
2Aa7210 8253 0238 1zz5 z200 I
36 4836 3236 1636 0035 8435 55
921923918914910903
12 11712 01212 0271200011 .97211 945
30830130s305304303
o 770o 725o 680o 6s3o 625o 598
9s68427276s95885 '19
1 2601 1801 1001 020o 940o 794
32 0029 9727 9425 91zJ 6620 1l
080o80o80o80o80o80
203203203203203203
5t 1153 5449 9847 0944 1639 70
368 5345 4322 5303 I284 I256 1
33" WF33 x 1 5-314
240220200
357 2327 42gl 6
33 5033 2533 00
851845838
r5 865r5 810l5 750
403402400
0 830o 7750715
21 0819 6918 16
1 4001 2751 150
35 5632 3929 21
o96o96o96
244244244
70 5264 1358 79
455 0417 6379 3
33' WF33x11-1/2
152141130118
226 2209.8193 5175.6
33 5033 3133 'lO
32 86
851846841835
11 56511 53511 51011 444
294293292292
o 635o 605o 580o 554
16 1315 3714.7314 07
1 055o 960o.855o 738
26 8024 3821 7218 74
o75o75075o75
19019019 019 0
M7141 5138 2634 71
288 5267 I246 A223.9
30'WF30x15
210190172
312 52428256.0
30 3830 1229 88
772765759
1 5.1 051504014 98s
384382381
o 775o 7100 655
r9 69r8 03r6 64
1 3151 1851 065
33 4030 1027 05
091o91091
23 123 123 1
61 7855 9050 65
398 6360 6326 8
30'wF30xlo-1/2
132124't't610899
196.4184.5't72.6160.7147.3
30.3030.1630.0029.8229.64
770
-766762757753
10.55110.52110.50010.8410.458
268267267266266
0.615o.585o.5640.548o.522
15.6214.8614.3313.9213.26
25.&23.6221.5919.3017.O2
o.70o.700.700.70o.70
17.817.817.817.817.8
38.8336.4534.1331.7729.11
2so.5235.2220.2205.0187.8
27',WF27 x14
177160145
263 4238.121E A
27.3127.O826 88
694688683
14.09014.02313.965
358356355
o.7250 658o,600
18.4216.711524
'l 1901 075o.975
30.2327.3124.77
0.86o.86o.86
21.421.821.8
52.1 047.O442.64
336 1303 5275.4
27'WF27 x10
11410294u
't 69.7151.8139.9125.0
27.2427.O726.9126.69
693688684678
10.07010.0189.9909.963
256254254253
0.570o.5180.4900.463
4.483.162.451.76
o.932o.a27o.7470.636
23.6721.O118.9716.15
o64064064064
16.216.216.216.2
33.5330.0127.6524.71
216.3193.6178.4159.4
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Moment of lnrtia Radius of Gyration Modulus of SectionSocrionlnderJx Jy Zx Zv
inr cm. inl cm. n cm tn cm int cmr nr cml
20,290.2r 8,8 r 9.317.233.816,092.214,988.4
844,600783.zlOO717.M669.900623,900
1.225.21,127 51.020 6
944.7870.9
46.73046,32045.88045.56045,250
15.1715.1215.0014.9514.88
38.5338.4038.1 037.9737.80
3.733.703.6s3.623.59
9.479.409.279.199.12
1,1 05.11,03 r .2
95r.r892.5835.5
1 8,1 1 2.616,901.415.588.5r 4,628.113.693.8
147 1135.9r 23.3'114.4r 05.7
2,410.92.227.42,020.91.875.O1.732.4
36'WF36 x 1,6- 1/2
12,103.41 1 ,281 .s
10,470,09.738.89,O12.17.796.1
503.800469,600435,800405.400375,24O324.500
355.4327 7300.6275.4250.4207.1
r4.790r 3,64012.51011.46010.4208,621
't4.56
14.5214.4714.381429'14.01
36.9836.8836.7536.s236 303s.58
2.492472.452.422.382.24
6.326.276226.156.04579
663 6621 .2579 1541 0502 9438 6
10,876.410,181 59,491.48.867.O8.242.57.188.6
58.754.350045.941,8347
962.1890.0819.5752.3685 1568.7
36'WF36x12
13,585,112,312-111,048.2
565,sOO512.500459.900
874.3782 4691.7
36,40032,57028.790
r 3.8813 79r3 7r
35.2635 0334.42
3.523483.43
8.948848.71
811 l740 6669 6
13.293 912.138 410.974.7
t1c 299.C87.8
r.806.21.622.61,2rc9.O
33'WF33x15-3/4
8,147.67,442.26,699.05,886.9
339.200309.800278,900245.100
256 1229 7201 .4170 3
10,6609.5628,3847.089
13 5013.39r 3.2313.o2
34.2934.O133.6033.O7
2.392.352292.22
6075.975.825.64
486 4M6.A4o,48358.3
7.972.17.323.O6.634.75,872 5
M339.835.029.7
726.1652.3573.7486.8
33'WF33x11-1/2
9,872.48.825.97,891 5
410.too367,400328.500
707.9624 6550.1
29,47026,OO022,5O0
12.6412.5712 48
32.1 031 9331 70
3.383.343.30
8.588.488.38
649.9586 1528 2
r0.651 99,606 28.657 2
93.783.r73.4
1,535.71.362 01.203,O
30'wF30 x15
5.753.15,347. J4,919.14,/161.O3,988.6
239,500222,6N204,800185,700166.000
185.O189.7153.2135.1I 16.9
7,7017,0646,3775,6244.866
2.172.11
2.61.851.70
30.9130,7630.,+830.1029.72
2.182.162.122.062.N
5.545.495.385.235.O8
379.7354.6327.5299.2289.1
6,223.35,8r 1.95,374.34.903.94,410.5
35.132.329.225.822.4
575.3529.4478.6422.9367.1
30'wF30 x 1G1/2
6.728.66,018.65.4143
280.1 00250,5002254@
5t8.9458 0406.9
21.60019,06016,940
rl36il3111 26
28 8528 7328 60
316312309
8.037927.85
492 8444.5402.9
8.O77.O7,2A5.46.603.5
73.765.358.3
1.207.91,070.3
955.5
27'WF27 x14
4.080.53,604.13,266-72,824.8
169,900150,00()136.@0117,600
149.6129.5115.195.7
6,2245,3914,7913.984
11.O310.9610.87ro.69
28.O227.8327.6127.15
2.',l12.OA2.M1.97
5.365.285.185-OO
299.2266.3242.8211.7
4,903.94,36/..73,979.53.46S.8
29.72s.923.0r 9.2
446.8424.5377.O314.7
27'WF2l x10
7
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Wide Flange Shapes(lnch Serios)-Contirued
Sectionlndex
WeightDeoth ofSection(A)
Flanoewidih(B)
WebThickness(t' )
FlanoeThicknless
( tr)CornerRadius
SectionalArea
lbs/ft kg/m n mm n mm in mm n mm n mm in2 cmr
24'WF24x'14
160145130
238 1215.8193.5
24 7224.4924.25
628622616
140911404314 000
358357356
0.6560 6080.565
16 6615 4414 35
1 1351 020o.900
28.8325 9122.86
o70o.700.70
174178178
47 0442 623A 21
303 5275.O246.5
24'WF24x12
120110100
178.6163.7148.8
24.3124.1624.@
617614610
1208812.U212.W
n7306305
0.5s60.5100.468
14.'1212.951 1.89
0.930o.855o.775
23.6221.7219.69
o.700.70o.70
17.817.817.8
35.2932.3629./lil
227.7208.8189.9
24'V,tF24x9
94847668
139.9125.O113.1101.2
24.2924.O923.9123.71
617612607602
9.0619.O158.9858.961
230229228224
o.516o.470o4/;00.416
13.1 1
1 1.941 1.1810.57
o.472o.772o.682o.582
22.1519.61't7.3214.78
o.540.s40.540.54
13.813.813.813.8
27.6324.7122.3720.00
178.3159.414/..3129.0
21'WF21 x13
142127112
211 3189.O166.7
21.4621 .2421.O0
545539533
13 13213.061r 3.ooo
334332330
0.6590.588o 527
16.7414.9413 39
1.O95o.985o 865
27.8125.O221.97
o650.65o.65
16.516.516.5
41.7637.3432.93
269.42&.9212.5
21'WF21 x9
9682
142.9122-O
21 1420.86
537530
9.O38I 962
230228
0.5750.499
14.6112.67
o.935o 795
23.7520.1 I
o.65o65
16.516.5
24.2124.10
142.O155.5
21' V{F21 x8-1/4
73686255
108.6101.292.2781.85
21 .2421.1320.9920-80
539537533B2A
8.2958.270824o8.215
2112',to209209
0.4550.4300.4000.375
1 1.5610.9210.169.52
o.7Qo.6850.615o.522
18.8017.Q15.6213.26
0.540.54o.54o.54
r 3.713.713.713.7
21.4620.o218.2316.18
138.5129.21 [email protected]
18'WF18x11-3/4
11410596
169 7156 31429
18.4818-3218.16
46946546r
1 1.83311 .79211 750
301
300298
0 5950 554o 512
15 1114 0713.OO
o 991o91 1o.831
25.1723 1421 .11
0.600.600.60
15215.215.2
33.5130.8628.22
216.2't 99.1182.1
18'WF1Ax8-3/4
857770u
18.3218.1618.OO
17.87
465461457454
8.8388.7878.7508.715
224223222221
0.s26o.4750.4:t80.403
13.3612.O7I 1.1310.24
0.9110.8310.7510.686
23.1421.OO19.08'17.42
0.600.600.600.60
15.215.215.215.2
24.9722.6320.5618.80
101.1146.0132.6121.3
18',WF18x7-1/2
60555045
89.2981.8574.4166.97
19.2514.1218.0017.86
4U460457454
7.5587.5327.5007.477
192191
191
190
0.4160.3900.3580.335
10.579.919.O98.51
0.6950.630o.570o.499
17.6516.0014.&12.67
0.430.r+:l
0.430.43
10.910.910.910.9
17.6416.1914.7113.24
113.8ro4.594.985.4
8
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Monpnt of lnertia Radius of Gyralion Modulus of SectionSection
lndexJr Jy x Zvinr cm' inl cmr tn cm tn cm in3 cm3 n! cm3
5,110.34,561.04,009.5
212,700189,900166,900
492.6434.3375.2
20,51018,08015,620
10.4210.3410.24
26.4726.2626.O1
3.233.193.13
8.208.107.95
413.5372.5330.7
6,777.36,105.35,420 2
69.961.853.6
1,145.71,O12.9
878.5
24"WF24x14
3,835.33,315.O2.947.3
151,300138,000124,M
254.O229.1203.s
10,5709,5378,471
10.1510.1210.o8
25.7425.7025.60
2.682.662.63
6.816.766.68
299.1274.424.9
4,9(l2.24,497.44.O79.5
42.O38.033.9
688.4622.8555.6
24'WF24x12
2,683.O2,364.32,096.41,814.5
1 1 1,70098,42087,27075,530
102.288.376.563.8
4,2543,6763,1842,656
9.8s9.789.689.53
25.O224.U24.5924.2,1
1.921.891.851.79
4.884.804.704.55
220.9196.3175.4153.1
3,620.63,217.42,874.82,590.3
22.619.617.014.2
37O.4321.2278.6232.7
24'V,tF24x9
3,403.13,O17.22.620.6
141,700125.600109.100
385.9338.6289.7
16,06014,10012.060
9.O38.998.92
22.9422.4322.66
3.043.O1
2.96
7.727.641.52
317.2284.1249.6
5,1 98.94,656.44.O90.9
58.85r.844.6
963.7849.0731.O
21' WF21 x13
2,088 91,752.4
86,96072.950
109 389.6
4,5503,730
8.608.53
21.8421.67
1.971.93
5.004.90
197.6'168.O
3,238.72.753.5
24.220.0
396.6327.8
21' WF21 xg
[email protected],478.31,326.81,14/).7
66,62061,9O55,2n47.490
66.260.453.1
4.O
2,7562,5142,2101,432
8.648.598.53a.&
21.9421.8221.6721.34
1.761.741.71
1.65
4.474.424.344.19
150.7139.9126.4109.7
2.470.O2,293.O2,O71.71,798.O
16.014.612.910.7
262.2239.3211.4175.4
2',t'wF21 x8-1/4
2,033.81,452.51,674.7
84.66077,12069,710
255.6231.O206.8
10,6409,6r68,609
7797.757.70
19.7919.6819.56
2.762.732.71
7.O1
6.936.88
220.1202.2184.4
3,607.43,314.O3.O22.3
43.239.235.2
708.0642.5576.9
18'WF18x11-3/4
1,429.91,286.81,1 53.91,(X5.8
59,52053,570/18,030
,530
99.488.678.570.3
4,1383,6883,2682,928
7.577.547.497.46
19.2319.1519.0218.95
5085034.954.90
1 50.1141.712e.2117.O
2,558.52,322.52,101.21,917.6
22.520.217.916.1
368.8331.1293.4263.9
18',WF18 x8-3/4
984.0889.9800.67U.5
40,96037,W33,33029,330
47.142.O37.231.9
1,9611,781,ffi1.328
7.477.417.387.30
18.9718.8218.7418.54
1.631.61
1.591.55
4.144.O94.U3.94
107.898.289.078.9
1,766.81,609.51.458.71,293.2
12.511.1
9.98.5
2@'.9r81.9162.3139.3
18',WF18x7-1/2
9
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Wide FlangB Shapesllnch Serhcl-Continued
Sectionlndex
WeightDeoth ofSiction(At
Flanoawidlh
lB)Web
ThicknessIttl
FlanoeThickfiess(tJ
CornerRedius
SectionalArea
lbs/tt ks/m tn mm tn mm tn mm tn mm n mm inz cmr
t6'wF16x11-1/2
9688
142.9131.0
16.3216.16
415410
1 1.53311.502
293292
0.535o.5@
13.5912.80
0.875o.7s5
22.2320.r9
o.60o.60
15.215.2
28.2225.e'l
182.1167.0
16'WF'L6xA-1/2
7871458
116.r105.795.2486.31
16.321 6-1616-0015.86
415410rto6403
8.5868.5438.5008.464
u.a2172r6215
o.529o.446o.443o 407
'13.44
12.3411.25'ro.34
0.8750.795o 715o 645
22-2320.1918.16r 6.38
0600.60060o.50
15.215.215215.2
22.9220.8618.8017.U
147.9134.6121.3109.9
t6'wFt8 x7
5045&36
74.4166.9759.5353.57
10.2518.12r6.0015.85
4134{)9406403
7.O737.O397.0006.992
r8017917817A
o.380o.3480.307o.299
9.658.797.807.59
0.628o.5630.503o.42A
15.9514.3012.7810.87
0.4i'o 4:t0.43o43
10.910.910.910.9
14.7013.2411,7710.59
94.885.475.968.3
14- wF14xt8
426398370342
*320314287264246237228219211202193184176167158150142
634.O592.3550.6509-O476.2467.3427.1392.9366. r352.7339.3325.9314.O300.6287.2273.4261.9248.5235.1223.2211.3
18.69r 8.3117.9417.5615.8117.1915_81
16.5016.2516.1 216.0015.8715.7515.6315.5015.3815.2515.12r5.oo14.8814.75
41546545646427437427419413409&6uto3
40039739439138738438137837s
16.69516.59016.47516.36516-71016.23516 13016.02515 9451 5.9 rO15.865r 5.82515.80015 750I 5.7'tO15.66015 6,tO15.60015.55015.5151 5-s00
424421418416424412410407405&44034o.2rn140039939839739639s394394
r 875t.770r.655r,545r.890t.415r.3'lor.205r.125r.o90r.045.00s
).980).930).890).840).820).780,.730).695r.680
47.6344.9642.O439.2448 0135.9433.2730 6128.5827.6926.5425.5324.8923.6222.6121,3420 8319.8118.5417.6517 2t
t.o33I 8432.6s8I 4681.0931.2832.o93r.938r.813t.748r.688r.623r.563r.503r.438r.378r.3r 3t.248r.188r.r28r.063
77.O4722167 5162 6953.r 657.9953.1649.2346 0544.N42.8841.2239.7038.1 836.5335 0033,3531.7030.1828.65270o
o.60060o.60o60060o.60o.600600,[email protected],50o,60o60060o.60o.60o.60
15.215.215215.2't5.215.215215215.2r 5.215.215.215,215215.215.215.215.215.215.215.2
125.2s1 16.98108.78100.s994.1292.30843777.6372.3369.6967.0664.3662.O759.3956.7354.0751.7349.0946.4744.O841.85
808.1754.7701.8649.O607.25S5.5544.3500.8466.6M9.64:12.6415.2400.5383.2366.O348.8333.7316.7299.82a4.4270.O
14'WF14x',t+1/2
136127119lil10395a7
202.4189.0177.1165.2153.3141.4129.5
14.7514.6214.5014.3714.2514.1214.OO
375371368365362359356
14.7N14.69014.65014.62014.57514.54514.500
374373372371370369368
0.6600.610o.5700.54()o.4950.465o.420
r 6.7615.4914.4813.7212.5711.811o.67
r.063o.9980.938o.873o.8r3o.74ao.688
27.625.3523.8322.1720.6519.OO17.8
o.60o.60o.600.60o-600.60o.60
15.215.2r 5.215.215.215.215.2
39.9837.3334.9932.6530.2627.926.56
257.9240'.4225.7210.6195.2180.3164.9
10lbte: + Cdunn Con Scrtioll
-
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexJx JY x Y 7x Zyanr cml nl cml n cm n cm n3 cm3 n! cm3
1.355 ',l
1.222 656.41050,890
207 0185 2
8,6257 ,110
693687
17 6017 45
271267
688678
166 1151 3
2.722 42,479I
359322
588 4527 8
,I6" WF16x11-1/2
1,o42 6936 9833 I746 4
43,40039,OO034,7103 1 ,700
875779684605
3,6423,2432,847a Elo
6146to666662
1t 12'1 70116 9216 8l
1951.931 91188
4954904854t8
127 I115I104 294 1
2,094 61,899 61,707 81.542 3
204182161143
334 4298 3263 9234 4
16" WF16 x8-1/2
655.4583.3515.5/146.3
2t,28024,24O21.46018.580
348305265221
1,4491,2701,103
920
668664662649
16.9716,8616.8116.48
1.541.521501.45
3.913.863.81368
80.772.464.456.3
1,322.71,186.61,055.5
922.8
984.77.66.3
160.6142.6124.6103.2
16"WF16x7
6,610 36,O13 75,454 24,911 54,141 74,399 43,91 2 13,526 03,228I3,080 I2,942 42.798 22.6t142,538 82,402 42,214I2,149 62,020I1,900 61,786 91,672 2
275.200250,300227,OOO204,400172,4001 83.1 00162,800146,800134,400128,200122,5001 16,500111,200'105,700
100,ooo94,70089,48084,12019,12074,38069,610
2,359 52,169 11,986 01,806 I1,635 11,631 41,466 51,331 21,226 61 ,114 81
.124 I1 ,O73 21.028 6
979 7930 1882 7837 I790 2745 0702 5660 1
98,22090,32042,61075,22068,O7067,91061 ,O5055.42051 ,06048,90046,42044,64042,42040,78034,12036,74034,88032,89031
.O1 029.24027,480
1261 177086996636906816746686656626596s6654b5t649645642640637632
18 441A 2117 9817 7516 8417 5317 3017 1216 9716 8916 8l16 7416 66'r 66r16 5416 4816 3816 3116 2616 .18
16 05
434431427424417420417414412411410408407406405404402401400399397
102095084o770s9067059o52046o44o41036034031o29o26o21618o 16o.1 3o08
101 4656 I608 1559 44924511 9465 5427 4397 43822367 I352 6339 2324 I310 0295 I281 I267.3253 4240 2226 l
1 1,594 310,766 69,966 I9,1 68 68,O77 08,390 07,629 57,005 16,51 3 46,264 26,028 25,779 15,559 55,325 15,080 94.448 24,624.34,381 04,153.23,936 I3.71 5 6
282 7261 6241 1220 I195 7201 0181 I'166
1
1s3 I141 l141 I135 6130 2124 4118 4112 7107 1101 3958906852
4,633 44,247 63.951 63,618 93,207 53,294 42,979 72.712 42,522 42,420 A2,324.12,222 52,134 02.038 91,940 61,841 .21,155 41,660 31,570 21,44491,396 4
14'WF14x16
1,593.01,476.71,373.11,266.s1 ,1 65.81,063.5
966.9
66,31061,47057,1 6052,72048,530M.270Q,250
567.7527.6491.8454 9419.7383.7349.7
23,63021,96020,47018,94017,4701 5,97014,560
6.316.296.266.236.216176.15
16.0315.9815.9015.8215.7715.6715.62
3.773.763.753.733.723.713.70
9.589.559.529.479.459.429.40
216.0202.O189.4176.3163.6150 61 38.1
3,540.23,310.73,104 32,889.62,681.42,468.32,263.4
77.O71.a67.162257652.848.2
1,262.01,176.81.099.81,019.4
92t4.1865.4790 0
14'WF14x1+1/2
11
-
a-l I
Wide Flange Shapes(lnch Series)-Continued
SectionI ndex
WeightDeoth ofSection(A)
Flanoewidih(B)
WebThickness(t, )
FlanoeThickicss(tzl
CornerRadius
SectionalArea
lbs/ft kglm n mm n mm n fim n mm n mm n2 cm2
14'WF14x12
8478
125 0116 1
14 1814 06
JbU357
12 02312000
305305
o 451
o 42811 4611 87
o718o 718
19 761A 24
o60o60
152152
24.712294
159.4148 0
14'WF14x10
746861
110.1101.290.78
14.1914.0613.91
360357353
'to.o7210.o4010.ooo
256255254
o.4500.418o.378
11.4310.629.60
o 7830.7180.643
19.8914.2416.33
o.60o60o.60
't5.2
15.215.2
21.7620.oo17.94
140.4129.0115.7
14'WF14x8
534a43
74.8771.4363.99
13.9413 8113.68
354351347
8.O628.O318.O@
205204203
o.370o.3390.308
9.408.617.82
0 658o 593o.528
16.71
15.0613.41
0.600.60o.60
15.215.215.2
15.5914-1112.65
100.691.O81 .6
14'WF14x6-3/4
383430
s6.5550.6044.64
14 1214 0013 86
359356352
6.7766.7506.733
172171171
o.313o287o.270
7957296.86
0 5130.453o.383
13.0311 519.73
0.430.430.43
10.910.910.9
11 .1710.008.81
72.164.556.8
12'WF12x12
190161
133120106999285797265
242.4239 6197 9178.6157.7147 -3
136 9126 51176107.1
96.73
4383.883.383.122.882.752.622.502.382.252.12
36s3533zlo333327324321318314311308
12.6701 2.51 5
12.36512.32012.2301 2.1 9012.1551 2.1 0512.08012.O4012.000
322318314313311310309307307306305
1.0600.9050.755o.710o 620o 580o 545o.495o.470o 430o.390
26.9222.9919.1818.0315 7514.7313.8412.5711 9410.929.91
1.7361.4861.2361.1060.986o.9210.8560.796o.7360.671o.606
44.0937.7431.3928.09250423.3921.74202218.6911.O415.39
o.60o.60o.600.60o60o60o.60o.60o.60o.600.60
15.215.215.215.215.215.215.215.215.215.215.2
s5.8647.3439.1 135.3131.1929.O92t.0624.9823.2221.1619.1 1
360.4305.7252.3227.8201.2187.1174.6161.2149.8136.5't23.3
12'WF12x10
5853
86.3178-87
12.1912.06
310306
10.01410.000
254254
0.3590.345
9.128.76
o.6410.576
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o.60o.60
15.215.2
17.0615.59
110.1100.6
12'WF12x8
5045&
74.4166.9759.53
1 2.1912.061 1.94
310306303
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205204203
0.3710.336o.294
9.428.537.47
0.6410.576o.516
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o60060o60
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12'WF12x6-r/2
3631
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311307304
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167166165
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13.7211.8r10.16
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68.358.851.4
2
-
Moment of lnertia Radius of Gyration Modulus of SectionSection
I ndexJx Jy x x vinl cml inl cml tn cm n cm n3 cm3 n3 cm3
928 4851.2
38,65035,430
225 5206 9
9,3878.613
6.136.O9
15.5715.47
3.023.00
7677.62
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37.5345
614.6565.4
14"WF14x12
796.8724.1641.5
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26.524.1
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542.14,4.9
429.O
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57.551.345.1
2,3942,1 361.477
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77.870.262.7
1,275.11 ,1 50.61.O27.6
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234.4209.8185.2
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385.3339.2289.6
16,04014,12012,060
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1,O24886.8724.5
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14.91
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3.783.713.58
54.648.541 .8
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1 19.6103.285.2
14.WF14x6-3/4
1,892.51,541.81,221.21,O71.7
930.7858.s788.9723.3663.O597.4533.4
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24,55020,2&16,2n14,36012,52011,58010,6709,8039,0088,1307,268
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3.253.203.163.133.1 1
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263.2222.2182.5163.414,/..5134.7125.O1 15.71 07.197.588.O
4,313.83,641.82,991.22,678.12,368.42,207.72,O48.81.896.31.755.41,598.O1,4/.2.3
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1,525.91,273.51,034.2
917.8806.4749.O691.6637.6586.8531.0476.9
12'WF12x12
476.1424.2
19,82017,7Q
107.496.1
4,4714.0oo
5.285.23
13.4113.28
2.512.8
6.386.30
78.170.7
1,280.01.158.8
21.419.2
350.7314.7
12'WF'l2x'lO
394.53so.8310.1
16,42014,60012,910
56.450.04.1
2,W2,O811.836
5.185.i15
5.r3
13.1613.O813.03
1.961.941.94
4.984.934.93
64.758.251.9
1,060.4953.9850.6
14.O12.411.0
229.5203.2180.3
12'WF12 x8
11,6909,9248,496
23.719.816,6
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5.155.115.06
13.O812.9812.85
r.501.471.4
3.813.733.66
45.939.434.1
752.3645.8558.9
7.26.1
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12'WF12x6-1/2
13
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Wide Flange Shapes(lnch Series)-Continued
SectionIndex
WeightDeoth ofSection(A)
Flanoewidih(B)
WebThickness(t' )
FlanoeThickiess(t,)
CornerRadius
SectionalArea
lbs/ft kg/m n mm n mm n mm n mm n mm n2 cm?
10'wF10x10
11210089777266605449
166.7148.8132.4't 14.6107.1
98.2289.2980 3672.92
1.381-120.880.62o500.38o.25o12o.o0
289282276270267264260257254
10.41510.34510.2751 0.1 951 0.1 7010.11710.o7510.028'lo.ooo
265263261259258257256255254
o.7550.6850.6150.535o.510o.457o 415o 3680.340
1 9.1817.4015.6213.5912.9511 6110 549.358.64
1.2441.1 18o.998o.8680 808o.7480 6830 618o.558
0.500.500.500.50o.500.50o.50050o.50
12.712.712.712.712712.712.712.712.7
32.9229.4326.1922.6721.1419.4117.661s 8814.40
212.4189.9169.0146 3136.6125 2113.9102.592.9
10'wF'to x8
453933
66.97s8.0449.11
10.129.949.75
257252248
8.O227.9907.964
2042032o2
o.3500.318o.292
8.898.087.42
0.6180 s28o.433
15.7013.411 1.00
o.500.50o.50
12.712712.7
13.241 1.489.71
85.474-162.6
10"wF10x5-3/4
292521
43.1637.2031.25
10.2210.089.90
260256251
5.79957625.750
147146146
o.289o.252o.240
7.346.406.10
o.5000.4300.340
12.7010 928.64
0.32o.32o.32
4.128.128.12
8.537.356.1 I
55.047.439.9
I'WF8x8
675848&3531
99.7186.31.71.4359.5352.0946.13
9.008.758.508.258.128.OO
229222216210206203
I 2878.2228.1178.O778.O278.000
2102092062052M203
0.5750.5100.4050.3650.315o.288
14.61
12.9510.299.278.OO
7.32
0.933o.8080.6830.5580.4930.433
23.7020.5217.3514.1712.52
1 1.00
o.400.40o.40o.400.400.40
10.210.2'to.2
10.210.210.2
19.7017.0614.11I 1.7610.309.12
't27.1
110.1
91.075.966.558.8
8',WF8x6-1/2
2824
41.6735.72
8.067.93
205201
6.5406.50O
166165
0.285o.245
7.246.22
0.463o.398
1 1.7610.11
0.400.40
14.210.2
8.237.06
53.145.5
8',WF8x5-1/4
2017
29.7625.30
8.148.00
207203
s.2685.250
134133
o.28o.230
6.305.84
0.3780.308
9.607.82
o.32o.32
8.128.12
5.885.00
37.932.3
6'WF6x6
252015.5
37.2029.t823.O7
6.376.206.00
162157152
6.0806.0186.000
154153142
0.3200.258o.26
8.136.556.10
0.4560.367o.269
11.589.326.83
0.250.250.25
6,356.356.35
7.355.884.59
47.437.929.6
5'WF5x5
18.516
27.5323.41
5.125.00
130127
5.0255.000
128127
0.265o.2&
6.736.10
0.4200.380
10.679.14
0.300.30
7.627.62
5.454.70
35.230.3
4'WF4x/4 13 19.35 4.16 106 4 060 122 0.280 7.11 0.345 830 o.313 7.95 3.82 25.1
14
-
Mornent of lnertia Radius of Gyration Modulus of SectionSection
lndexJx Jy tx ty Zx zvinl cm. inr cm. tn cm in Cnr inr cm! int cmt
71A.7625.O542.4457.2420.7382.534i1.7305.7272.9
29,92026,O2022,58019,03017,51015,9201431O12,72011,360
235.4206.0180.6r53.4141.8129.21 16.5103.9
93.O
9,7998,6007,5186,3865,9035,37848504,3253,871
4.674.614.554.494.64.44.414.394.35
11.8911.7111.56I1.401 r.3311.2811.2011.r 5r t.o5
2.672.652.632.602.592.542.572.562.54
6.786.736.686.606.586_556.536.506.45
126.3112.499.786.180.t73.747.1
60.454.6
2,O70.O1,U2.21,634.11,4',t1.21.312.81.207.91,0s9.8
990.O894.9
45.239.935.230.127.925.523.120.718.6
74o-A654.O576.9493.34s7.3417.9378.6339.3304.8
10'wFl0xlo
24.8209.7170.9
10,3508.7297.114
53.24.936.5
2,2151,8691.519
4.334.274.20
t l.oo10.84r0.67
2.001.981.94
5085.034.93
49.142.235.0
804.7691.6573.6
13.311.29.2
218.O183.6150.8
10'WFlo x8
157.3133.2106.3
6,5rl85.5/+54.425
15.212.79.7
632.8528.7/o3.8
4.294.264.14
10.90ro.82to.52
1.U1.311.25
3.rlo3.3:t3.18
30.826.42r.5
504.8432.7352,4
5.24.43.4
85.272.1
55.7
10'wF10 x5-3,/4
271.4227.3183.7146.3r26.5109.7
11,3109,4627.&76,O905,2664.567
88.674.9.60.9/19.o42.537.O
3.6883,1 l82,5352,W1,7691,540
3.713.653.613.533.503.47
9.429.279.178.978.898.81
2.122.102.082.U2.O32.O1
5.385.335.285. 185.165.10
60.452.O43.235.531.127.4
990.O852.3708.0581.8509.7449.1
21.414.215.O'12.1
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3so.7298.3245.8198.3173.7150.8
8'WF8x8
97.8a2.5
4,O713.49
21.6r8.2
899.2757.6
3.453.42
8.768.69
1.621.81
4.114.O9
24.320.4
398.3340.9
6.65.6
108.291.8
8'WF8x6-1/2
69.256.4
2,8812,W
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3s3.8279.7
3./t33.36
4.718.53
1.201.16
3.052.95
17.O14.1
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52.442.6
8'WFax5-1/4
53.541.730.3
2,2271,7361,281
17.1
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71 1.85s3.6/lo3.4
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5,836.766.50
1.52r.501.45
3.863.813.68
15.813.410.1
274.4219.6165.5
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91.872.152.4
6'WF6xo
25.421.3
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370-O312.6
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1.281.2e
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11.3 470.3 3.76 156.5 1.72 437 0.99 2.51 5.45 89.3 'tI 31.1 4'WF4x4
15
-
Light Beams and Joists(lnch Series!
Sectionlndex
WeightDeoth ofSriction(A)
Flanoewidih(B)
WebThickness(t')
FanoeThickiess(tr)
CornerRadius
SectionalArea
lbs,lft kg/m n mm n mm n mm n mm n mm n2 cm'
L 16x5-1/2 3126
46.1338.69
15.8415.65
402398
5.5255.500
1N140
o.2750.250
6.996.35
o.420.345
1',t.238.76
O./rco.43
ro.910.9
9.127.65
58.849.4
L 14X5 2622
38.6932.74
13.8913.t2
353348
5.0255.OOO
128127
0.255o.230
6.485.84
0.418o.33s
10.628.51
o.43o.43
ro.910.9
7.656.47
49.441.1
L 14x4 17.2 25.60 14 00 356 4 000 102 o 210 533 o 272 691 o43 10.9 505 32e
L 12x4221916.5
32.7424.2824.55
12.3112.1612.@
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4.O304.0104.OOO
102102102
o.260o.2&0.230
6.606.105.84
o.424o.349o.269
10.778.866.83
0.30o.30o.30
7.627.627.62
6.475.624.86
41.736.331 .4
J 12x4 14 20.83 1 1.91 303 3.970 101 0.200 508 o.224 5.69 0.30 7.62 4.',t4 26.7
L 10X4191715
2A.2825.3022.32
10.251o..1210.oo
260257254
4.O204.O104.OOO
102102102
0.250o.240o.230
6.356.105.84
0.3940.329o.269
10.01
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0.30o.30o.30
7.627.627.62
5.614.984.n
36.232.128.4
J 10x4 1 1.5 17.11 9.87 251 3.950 100 0.180 4.57 o.204 5.18 0.30 7.62 3.39 21.9
L 8X4 1513
22.3219.35
8.12LOO
206203
4.0154.000
102102
o.2450.230
6.225.84
0.314o.254
7.986.45
0.30o.30
7.627.62
4.433.83
28.624.7
J 8X4 10 14.88 7.90 201 3.940 100 0.170 432 o.2u 5.18 o.30 7.62 2.95 19.0
L 6X4 1812
23.8117.86
6.256.OO
159152
4.0304.000
102102
0.2600.230
6.605.84
o.Mo.279
10.267.09
0.25o.25
6.356.35
4.723.53
30.522.8
J 6X4 8.5 12.65 5.83 148 3.g/to 100 o.170 4.32 0.194 4.93 0.25 6.35 2.50 16.1
16
-
---r"lllvi-x
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexx Jv ty x Zynr cml n. cm. n cm n cm n3 cm3 in3 cm3
372.5298.1
15,50012,410
1 1.578.71
4a1.5362.5
6.396.24
16.2315.85
1.131.O7
2.872.72
47.O38.1
770.3624.5
4.193.r7
68.6751.96
t 16x5-1/2
242.6197.4
10,1008.212
8.266.40
34t.8266.4
5.635.52
14.3014.O2
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34.928.8
572.O472.O
3.292.56
53.9241.96
L 14X5
147.3 6.131 265 110.3 5.40 13.72 o.72 1.83 21.O 344.2 1.32 21.63 L 14X4
155.7130.1105.3
4,825,4164,383
4.553.672.79
189.4152.8116.1
4.914.414.65
12.4712.221 1.81
0.84o.81o.76
2.132.061.93
25.321.417.5
414.7350.7286.8
2.261.831.39
L 12x4
88.2 3,671 2.25 93.65 4.61 11.71 o.74 1.88 14.8 242.5 1 .13 18.52 J 12x4
96.281.868.8
4,005q4052,8U
4.193.452.79
174.41.61 16.1
4.144.053.9s
10.5210.2910.o3
o.86o.83o.80
2.142.112.03
18.816.213.8
308.1265.5226.2',
2.O81.721.39
34.O!'28.1922.78
L 10X4
51.9 2,160 2.O1 83.66 392 9.96 o.77 1.96 105 172.1 1.O2 16.72 J 10X4
/18.0
39.51,9941,64
3.302.62
137.4109.1
3.293.21
8.368.15
o.860.83
2.r82.11
1 1.89.88
193.4161.9
1.651.31
27.U21.47
L8X4
30.8 1,282 1.99 42.42 3.23 820 o.82 20,4 7.79 127.7 1.O1 16.55 J 8X4
31.721.7
1,320903.3
4.322.89
179.8120.3
2.592.8
6.586.30
0.960.90
2.42.29
1().17.24
165.5118.7
2.141.4
35.0723.60
L 6X4
14.4 616.0 r.89 78.66 243 6.17 0.87 2.21 5.07 83.10 c.96 i 15.''3 J 6X4
17
-
fT1 t
H Bearing Piles(lnclr Seriesl
Soctionlndex
WoightDeoth ofSriction
lA)HanoeWidtr
tB)Web
Thicknoss(tr)Flanoe
Thickn-essIt,l
GornerRadius
SootionalArea
lbs/ft kslm tn mm tn mm tn mm tn mm tn mm in: cmr
14x1+112
il7102
8973
174.115r.8132.4108.e
14.2U14.0B2r3.85613.038
362358362348
r4.88514.lUr4.696t4.586
378378373370
o.805o.7u0.6160.506
20.4517.8815.6512,85
o.805o.7u0.6r6o.508
2O./+5
17.8815.6512.85
o.600.60o.800.60
15.216.215.215.2
9.4fl).ol26.1921.6
222.2193.6r 69.0138.5
12x127453
110.178.8t
12.1Ut 1.780
308299
12.217t2.w
3r0a)6
o.607o./t:l6
15.42t 1.o7
o.607o.rli!6
15.42r 1.o7
0.600.60
16-215.2
21.76r 5.58
1&.4tq).5
10x105742
84.8362.50
10.0129.r20
2U247
1o.224ro.o78
26254
o.5640.418
14.3310.62
o.5640.4t8
14.3310.82
o.so
0.5012.712.7
r6.7612.35
ro8.t79.1
8x8 38 53.57 8.028 2U 8.r 58 207 o.ffi 1 r.3Xl o.w I t-3:l Orlo 102 10.60 68.4
PARALLEL
FLANGE
CHANNELS
DIMENSIONS
Designation
mm mm
Mass
kg/m
Depthof
Section
Dmm
Flange WebThick-ness
tmm
Radii DepthBetween
Fillets
dmm
width
Bmm
Thick-ness
Tmm
Root
rr
mm
Toe
l2mm
380 x 100 552 380 100 17.5 10.0 14.0 317
300 x 90 40.1 300 90 16.0 8.0 14.0 240
250 x 90 35.5 250 90 15.0 8.0 12.0 196
230 x 75 25.1 230 75 12.O 6.5 12.0 182
2O0x 75 22.9 200 75 12.0 6.0 12.0 152
180 x 75 20.9 180 75 11 .0 6.0 12.0 '134
150 x 75 17.7 150 75 9.5 6.0 10.0 111
18
-
Moment of lnortia Radius ol Gyration Modulus of SectionSection
lndexJx JY Y Zx Yin. cml inl cm. n cm tn cm in3 cm3 n3 cm3
1,228.51,055.1
909.1733.1
51,14043,92037,4&30,520
44,3.1
379.6326.2261.9
18,W15,80013,58010,9@
5.975.935.895.85
15.1615.0614.9614.86
3.593.563.533.49
9.129.048.948.86
172.6150.4131.2107.5
2,828.92,465.O2,150.41,761.9
59.551.34.435.9
975.2840.8727.7588.4
14x1+1/2
566.5394 8
23,58016,430
18,4.7
127.37,6895,299
5.105.O3
12.9512.74
2912.86
7.397.26
93.567.O
1,532.51 ,O98.1
30.221.2
495.O347.5
12x1?
294.7210.A
12.2704,775
4,1 882,972
4.194.13
10.6410.49
2.452.Q
6.226.O9
58.943.4
965 4711.3
19.714.2
322.92327 10x10
1 19.8 4 987 &.4 1,682 3.36 8.53 r.95 495 29.9 490.O 9.9 162.2 8x8
DESIGN VALUES Z-ELASTIC MODULUS PROPERTIES
Ratio in AS 1250 Areaof
Section
mm2
Centreof
Area
Cymm
About X-X About Y-Y TorsionCon-stant
J103mma
Warptng
Con-stant
lw1OammG
ShearCentre
e
mm
Designation
mm mm
D
T
d1
t
b'l
T
I
106mma
z
103mm3
r
mm
I
106mma
Z(Toe)
1Osmm3
r
mm
21.7 34.5 5.14 7034 27.5 152 799 147 6.48 89.4 30.3 472 151 29.2 380 x 100
18.7 33.5 5.12 51 08 27.2 72.4 483 119 4.O4 64.3 28.1 290 58.3 28.9 300 x 90
16.7 27.5 5.46 4522 28.6 45.1 361 99.9 3.64 59.2 28.4 238 35.9 29.9 250 x 90
19.2 31.7 5.70 3201 22.6 26.8 233 91.4 1.76 33.6 23.4 108 15.0 24.1 23Ox 7516.7 29.3 5.76 2912 24.8 19.1 191 80.5 1.70 33.8 23.8 101 10.6 25.7 20Ox 7516.4 26.3 6.28 2660 245 14.'l 157 72.9 1.51 29.9 23.8 81.4 7.84 25.8 180 x 75
15.8 21.8 7.26 2254 24.9 8.34 111 60.8 1.28 25.6 23.9 54.9 4.60 26.1 150 x 75
19
-
Wide Flange Shapes
lMetric Serbs)Section
lndex WeightoT,'n
Sectior(A)
Flangewdrh
Thickness CornerRadius Sectiona
Area
Moment oflnertia
Radius ofGyration
Modulus ofSection
Web(t,)''?flfl"(Bl lrl Jx Jy x Y Zx Zy
mm kg/m mm mm mm mm mm cm2 cml cml cm cm cm3 cml
900 x3002A6243213
912900890
302300299
181615
342823
28282a
364-O309.8270.9
498,OOO41 1,0@345,O@
15,7@12,60010,3@
37.036435.7
6.566.396.16
10,9009,1rlo7.7&
1,O4084it688
800 x300241210191
808800792
302300300
161414
302622
2A282A
307.6267.4243.4
339,OOO292,@O254,OOO
13,8001 1,7009,930
33.233.O32.3
6.706.626.39
8,no7.2906.410
915782662
700 x300215185166
7AA7@692
n2300300
151313
2A2420
282S28
273.6235.5211 .5
237,m201,O00172.OOO
12,9@10,8009.O20
29.429.328.6
6.866.786.53
6,7(n5,7604,980
853722@2
600 x300175151
137
594588582
3023003@
141212
232017
282e2A
222.4192.5174.5
137,O001 18,000103.OOO
10,6009,0207,670
24.924.824.3
6.906.856.63
4,6204,O203,530
70160151 1
600 x200
1g12010694.6
612606600596
202201200199
131211'to
232017
15
22222222
107.7152.5134.4120.5
103,00090,40077,60068.700
3,1 802,7202,24O1,980
24.624.324.O23.9
4.314.224.124.05
3,3802,9802,5902,310
31427',1
224199
5mx300 124114
44842
300300
11
11
1815
2626
163.5145.5
71,00060,400
8,1106.760
20.820.4
7.O46.82
2,9102,s00
541
451
5mx20010389.779.5
506500496
2012@199
11
109
191614
202020
131.3't14.2101.3
56,50047,80041,900
2,5802,1401,84
20.720.520.3
4.434.334.27
2,2301,9101,690
257214185
450 x300124106
w434
300299
11
101815
2424
'157.4
135.056,10046.800
8,1106.690
18.918.6
7.187.U
2,5502,160
541
w
450 x20076.066.2
450446
2@199
9I
1412
1818
96.7684.30
33,50028,7@
1,8701,580
18.618.5
4.&4.33
1,4901.290
187159
ItooxrKlo
605415283232
498458424414
432417&7405
45302018
70503528
22222222
770.1528.6360.7295.4
298,000187,OOO1 19,00092,8@
94,40060,50039,4@31,000
19.718.818.217.7
11.1
10.710.410.2
12,W8,r 705,5704,480
4,3702,9001,9301,530
20
-
Sectionlndex Weight
o"JrtnSection(A)
Hangewidth
(B)
Thickness Corner SectionaArea
Momnt oflnertia
Radius ofGyration
Modulus ofSectionWeb(tl Flanpe (r) Jx Jv tx iy Zx Zv
mm kg/m mm mm mtn mm mm cml cml cml cm cm cm3 cm!
4OOxzrcO
2001971721681471Q
/tO6400ll(x)394394388
N34()8tbo405398n2
1621
131811
15
2421
21
181815
222222222222
254.9250.7218.7214.4186.8178.5
78,00070,9o()66.60059,7@56,10049,000
26,2@23,8@22,m20,o@18,90016,3@
17.516.817.516.717.316.6
10.1
9.7510.1
9.6510.1
9.54
3,8403,5403,3303,0302,8502,520
1,3001,170't,120
985951809
400 x3001079+.3
390386
300299
109
1614
2222
136.0120.1
38,70033,700
7,2106.2Q
16.916.7
7.287.21
1,9801,7&
481418
400 x20066.056.6
m396
2@199
I7
1311
1616
84.1272.16
23,7@20,000
1,7Q1,450
16.816.7
4.544.Q
1,1901,010
174145
350x350
159156136131't 15
106
3s63503s03434338
352357350354348351
14't9
12181013
221919161613
202020202020
202.O198.4173.9166.6146.0135.3
47,6@42,8@40,3@35,3@33,3@28,2@
16,0@A,M13,[email protected]@11,[email protected]
15.314.715.214.615.1
14.4
8.908.538.848.8.788.33
2,6702,4fi2,3002,O501,9l()1,670
9098097766696t6534
350 x25079.769.2
w336
2W249
II
1412
2020
101.588.15
21,7@18,500
3,6503,O90
14.614.5
6.005.92
1,2801,100
29228
350x17549.641.4
350346
175't74
7
611
I1414
63.1452.68
13,6001 1,r00
984792
14.714.5
3.953.88
775641
11291.O
300x3@
106106
9,11.0
87.0u.5
3043003@298294
3013053@299n2
11
1510I
12
1715
151412
1818181818
134.8134.8119.8110.8107.7
23,M21.50020,m18,80016,9@
7,7n7,1@6,7506,2n5,520
13.212.613.1
13.012.4
7.577.267.517.517.r6
1,5401,W1,360't,2701,150
514466450417365
300 x20065.456.8
298294
201200
9I
1412
1818
83.3672.8
13,30011,300
1,9001,600
12.612.5
4.774.71
893771
189160
300 x't 5036.732.O
300298
150149
6.55.5
I8
1313
46.7a/rc.80
7,2106,320
508M2
12.412.4
3.293.29
481424
67.759.3
21
-
Wide Flange Shapes
{ Mstric Seriesl- ContinuedSection
I ndex WeightoTrtn
Section(A)
Flangewidth
(BlThickness Corner Sectiona
Area
Moment oflnertia
Radius ofGyration
Modulus ofSection
Web(t')''?gfl"
Radius(r) Jx Jv x v Zx Zv
mm kglm mm mm mm mm mm cm2 cml cml cm cm cm3 cml
:250 x250
42.272.166.5il.4
250250282M
255250249252
14I8
11
14141311
16161616
104.792.1884.7082.O6
1 1,50010,8@9,9308,790
3;8803,6503,3502,9&
10.510.810.810.3
6.096.296.295.98
919867801720
30r292269233
250x175 4.1 24 175 7 11 16 56-24 6,120 984 10.4 4.18 502 113t
250x125 29.625.7
2so28
125124
65
II
12
1237.6632.68
4,O503,5,l{l
294255
10.410.4
2.792.79
324285
47.O41.1
2042@2@
2022U26
10128
161212
131313
83.6971.5353.53
6,5304,9804,720
2,2@1,7@1,600
8.gt8.358.82
5.134.885.O2
628498472
218167160
2@x150 30.6 194 150 6 9 13 39.O,| 2,690 507 8.30 3.61 277 67.6
200 x 100 21.31a.2
2@198
10099
5.54.5
87
11
11
27.1623.14
1,8401,580
134114
4.248.26
2.222.21
184160
26.823.O
175x175 @.2 175 175 7.5 11 't2 51.21 2.880 984 7.50 4.38 330 112
175x125 23.3 169 125 55 I 12 29.65 t.530 261 7.18 297 181 4r.8
175x 90 18.1 175 90 5 I 9 23.U 1.z',to 97.5 7.26 2.06 r39 21.7
150x150 31.5 150 150 7 10 11 &.14 1,640 563 6.39 3.75 219 75.1
t50x1@ 21.1 148 100 6 I 11 26.U 1,O20 151 6.17 2.37 138 30.1
150x 75 14.0 150 75 5 7 I 17.85 666 49.5 6.11 1.66 88.8 13.2
125x125 238 125 125 65 I 10 30.31 847 293 529 3.11 136 47.O
125x 80 13.2 125 60 6 I 9 16 84 413 29.2 4.95 1.32 66.1 9.73
1@x100 17.2 100 r@ 6 8 10 21.90 383 134 4.18 247 76.5 26.7
100x 50 9.30 100 50 5 7 8 11.85 1A7 14.8 3.98 1.12 37.5 5.91
22
-
YJ
HeaW Golumn Sections(Mrtrb Scbrl
Scctionlnder W.ight
o"o?*Scction(At
HangeWiddr
(8)Thickness Corner
Raclius SectionelAree
Momont oflnenia
Radius ofGyrstion
Modulus ofSacriohWeb(rJ
"."[f" lrl Jx Jv l.r iy Zx Zlmm ko/m mm mm mm mm mm cnr2 cnra crnn cm cm crn3 crn3
go giD 538 477 90 90 22 r,r85 472,W 165,(m 20.0 1 1.8 17,600 6,920
85 1,1r0 608 472 85 125 22 1,rt88 737,W 221.W 22.3 12.2 24.3@ 9,360
76 758 808 42 75 75 22 905.7 358,O00 125,(xro 19.3 11.4 14,100 5,390
70 953 568 467 70 105 22 1,214 551,000 188,qX) 21.3 11.8 19,/m 7,360
60 804593
538474
4747
o
809060
2222
1,O24755.4
433,000260,0@
136.CXX)90,@o
20.618.6
11.510.9
16,1@10,9q)
6.0304,qlo
50 858 508 /fi|7 50 76 22 838.7 33r,0q) r0s,000 19.9 11.2 13,0m 4,790
tl57n605r*r5
538/t98w
4it2a2432
454545
907045
222222
942.977o.1554.1
4t4.OOO298,000177,W
121.(x)O94,/l()060.8XX)
21.Or 9.717.9
1 1.311.1
10.5
15,40012,(m7.900
5,6104.3702,810
i|{) 518g4784it8
427427
l|o40
60Q
2222
659.8/089-O
242,ffir52,(xxt
78,tq)52,tq)
19.1
17.610.910.3
t0,1006,950
3,6602,441t
35tl66gu
tl68428
422422
3535
5535
2222
593.7424.9
2r40(nt29,0q)
09,mo4N
19,017A
10.810.2
9,1A)6,O30
3,2702,080
s480tlt 524
474458418
417117417
g)3030
@50tt
222222
6r2.052E,6361.8
233,0q)t87,000107,000
72,WEO,5(x)3E,rm
r 9.5r8.817.2
10.910.7ro.o
s,7/l()8,1705,120
3,4802.9001,7&
E 3it2 438 412 26 & 22 423.3 142,ffi 44,7(b r8.3 105 6,470 2,27020 2At 424 &7 20 35 22 360.7 119,000 39,rm r8.2 10.4 5,570 1,gil)
n
-
Sectionlndex
Weighto"flnTce
Areaof
SectionFl angeffi StemThickness
lbs/ft kg/m n mm n2 cm? tn mm n mm n mm
STl8a18 x 16-1 /2
50403022515
223.2208 3193.5182 3171 1
18 3618 2518 1218 0317 94
466464460458456
44 0941 1638 2836 0133 86
284 5265 5247 0232 3218 5
16 65516 59516 55516 51216 175
4234224214'r9418
680570440350260
42.6.739.8836.s834.2932.O0
o.9450.885o.845o.802o.765
sTl8b18x12
9791
858075675
144 4135 4126.511911116100 5
1a 2418 1618 0818 0017.9217.78
463461459457455452
28 5626 17249923 54220419 85
84372761 .251942528 1
t2 1171207212 02712 00011 97211 945
30830730530s304303
1.2601.1801.1001.O200.940o.794
32.OO29.9727.9425.9123.8820.17
o.770o.725o.680o.6s3o.62so.598
19.5618.4217.2716.5915.8815.19
STl6a16-1/2x15-3/4
120110100
178.6163.7148 8
16,7516.6316.50
425422419
35 2632 3629 40
22t 5208 I189 7
15 86515810i5 750
403402400
1 4001.2751.150
35.5632 3929.21
o.830o.7750.71 5
21.O819.6918.16
sT16b16-1/2x11-1/2
767056559
1 13.1104.996.7387.80
16 7516.6616.5516.43
425423420417
223520 7619 1317.36
144 2133 I123 4112 0
11 56511 53511 51011 484
294293292292
1.0s50.9600.8550.738
26 8024.3821 7218.74
0.6350.60s0.580o.554
16.1315.3714.73't4.o7
STl5a15x15
1059586
156.3141 4124.O
15.1915.0614.94
386383379
30 8927 9525 32
199 3180 3163.4
15 '105'l 5.o4014.985
384382381
1.3151.1851.065
33.4030.1 027 -O5
o.7750.7100.655
16.6918.O316.64
sTl5b15x10-1/2
6662585449.5
98.2292.2t86.3180.3673.66
15.1515.O815.0014.91A.A2
385383381379376
19.4114.2217.O715.8814.56
125.21 17.51 10.1102.593.9
10.55110.52110.50010.4Uro.458
264267267266266
l.OOO0.9300.8500.7600.670
25.N23.622r.5919.3017.O2
0.6150.5850.5640.5/l8o.522
15.6214.8614.3313.9213.26
ST1 3a13-1/2x14
88.58072.5
131.71 19.1107.9
13 65513 5413 44
3473M341
26.O523.5221.34
168 I151 7137 7
14.09014.02313 96s
3583s6355
1.1901.O750.975
30.2327.3124.77
o.725o.658o.6@
14.4216.7115.24
sTl3blt1/2x10
5751
4742
84.8375.9069.9462.50
13.6413.53513.45513.35
346w42339
16.7715.0113.8312.30
108.296.889.279.7
10.07010.0189.9909.963
2562il2il253
o.932o.a27o.747o.636
23.6721.O118.9716.15
0.5700.518O.'tgo0.463
14.813.1012.$11.76
24
-
Sectionlndex
WeightOeoth
dfTee
Areaof
SectionFlange Stem
Thicknesswdth Thicknesslbs/ft ks/m n mm n2 cm2 n mm n mm n mm
STl2a12x14
8072.565
119.1107.996 73
12.3612.24512.13
314311308
23.5221 .311911
151.8137.5123.3
14.O911404314 000
358357356
1.1351.O200.900
28.8325.9122.86
0.6s6o 608o.565
16.6615.4414.35
sTl2b12x12
605550
89.2981.8574.41
1 2.1 5512.0812.00
309307305
17.6416.1814.71
1 13.8104..494.9
12.08812.U2!2.OOO.
307306305
0.930o.855o.775
23,6221.7219.69
0.556o.510o.468
14.1212.951 1.89
STl2c't2x9
47423834
69.9462.5056.5550.60
12.',t4512.U51 1.9551 1.86
308306304301
13.8112.351 1.1810.q)
89.179.772.164.5
9.0619.0158.9858.961
2g229228228
o.872o.7720.682o.582
22.1519.6117.3214.t4
0.516o.470o.wo.416
13.1111.9411.1810.57
STIOa10-1/2x13
7163.s56
t o5.794.5083.34
10.7310.6210.50
273270267
20.8918.6716.48
134.8120.5106.3
13.13213.06113.000
33433233b'
1..0950.9850.865
27.8',125.O221.97
o.6s90.588o.527
16.7414.9413.39
sT10b10-1/2x9
4g41
71.4361.O1
10.5710.43
268265
14.1112.05
91.077.7
9.0388.962
230228
0.9350.795
23.7520.1 I
0.5750.499
14.6112.67
STIOc101/2x8-1/4
36.5343127.5
il.3250.6046.13N.92
10.62to.sz10./1951O./tO
2702682672U
10.7310.019.128.09
69.264.658.952.2
8.2958.2704.2&8.215
2112102qt209
o.7&0.6850.615o.522
r8.8017.&15.6213.26
0.4550.4300./tOO0.375
11.5610.9210.169.52
ST9a9x',t1-3/4
5752.548
84.8378.13?1.43
9.249.169.O8
235233231
16.7715.4314.11
108.299.691 .0
1 1.833't1.7921 1.750
301300298
0.9910.9110.831
25.1723.1421.11
0.595o.554o.512
15.1114.O713 00
sT9b9x&3,/4
42.538.53532
63.2567.2952.0947.62
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233231229227
12.4911.3210.289.r()
80.673.006.380.6
8.8:t88.7878.7508.715
224223222221
0.9110.8310.7510.686
23.1421.1119.0817.42
0.5260.475o.8O./lo3
13.3612.O71 1.1310.24
ST9csx7-1/2
3027.52522.5
4.U&.9237.2033.44
9.r259.069.OO8.93
23229229227
8,828.O97.356.62
56.952.24V.442.7
7.5587.5327,5,0O7.477
192191191190
0,6950.6300.570O./199
0.416o.3900.3580.335
r0.579.919.098.51
STBa8x11-1/2
484
71.4365.48
8.168.08
233231
14.1112.95
91.O83.5
1 1.5331 1.502
293292
o.8750.79s
22.2320.19
0.535o.504
13.5912.80
-
Strustural Tees(lnch Scricol-Gonthucd
Sectionlndex
WeightD"pfdtTso
Aroaot
SeciionFangc
Wddl - | Thickness StomThicknosslbs/ft kslm tn mm n' cml rn mn tn mm tn mm
sTSb8x8-1/2
3935.53229
8.168.O88.007.93
233231203201
1 1.4610.43
9.4{)8.52
73.967.360.655.0
8.5868.5438-5008.464
218217216215
o.875o.7950.715o.645
22.2320.1918.1618.38
o.529o.486O.rl43o.n7
13.412.911.2510.34
STSc8x7
2622.52018
37.2033./l829.7424.75
8.1 258.068.007.93
208205203201
7.356.625.885.30
47.442.737.9u.2
7.O737.0397.m0.992
180179178174
0.628o.563o.soit0.428
15.9514.3012.7510.87
o.3g)o.348o.307o.299
9.6s8.797.U7.59
sTSdax5-1128
r 5.513
n.o71S.35
7.927.83
201199
4.583.83
29.424.7
5.5255.500
1401Q
o.&2o.345
11.23a.7a
o.27Eo.250
6.998.35
STTa7x 16
105.5101
96.s928883.5797571
157.01so.s143.6136.9131.O'124.3I 17.6111.6105 7
7.8757.8157.757.697.62s7.567507.447.375
2@r99197195194192191
189147
31.O429.7028.3627.M25.8724.5523.2422.O420-92
200_3
191.6183 0174.5166.9158.4149.9142.2135.O
15.80015.750r [email protected] 5.500
tlol0399398397396395394394
1.5631.5031.4381.3781 .3131.24a1 .1881.1281.063
39.7038.r83e.5335.OO33.3531.7030.1828.6527.@
o.9800.930o.890o.840o.820o.780o.730o.695o.680
24.8923.6222.6121.920.8319.8118.5417.6517.27
sTTb7x1+112
6863.559.555.551.547.6/[:l.5
101.294.5088.5582.5976.6470.694.71
7.3757.317.257.1857-1267.087.6
187186184142181
179174
19.9918.6717.49r8.3315.1313.9712.r8
129.0125,0112.8105.497.690.182,5
14.7F14.9014.65014.620r4.67514.54514.500
3743733t2311370309388
r.063o.998o.938o.873o.813o.740.888
o.0600.8100.5700.540o.4s5o.485o.420
16.7615.4914.413.1212.5111.8t10.07
STTc7 x12
4239
62.5058.04
7.O97.O3
180r79
12.3611.47
79.774.O
12.O231z.(xx)
305305
o.778o.718
19.7618.24
0.451o.428
11.4610.87
STTd7x10
3734il).5
55,0E50.60/s5.39
7.O957.036.955
18(,179177
70.284.5s7.9
10.o721o.(Xo10.0@
2582552U
o.7tito.7tEo.04:t
r9.8918.24r6.33
0.4800.41E0.378
'11..|3lt0.629.00
26
-
Secdonlndex
Weight*fflTee
AreEof
SectionFange Stem
Thicknesswidth Thicknesslbs/ft kslm tn mm int cm2 tn mm tn mm tn mm
STTe7x8
26.52421.6
35.436.7232.q)
6.970.9056.84
177175174
7.797.060.32
50.3.15.540.8
8.062LO318.0@
2062U203
0.6680.5930.528
16.7r15.013.41
o.370o.339o.308
9.4{)8.817.42
sTTf7x$3l4
t91715
28.28253022,32
7.067.(x)6.93
179178176
5.595.004.41
30.r32.328.5
8.7786.7606.733
172171171
o.513o.4530.383
13.031 1.519.73
0.313o.2a7o.270
7.957.298.86
ST?g7 xEB
t31t
19.351637
6.850.86
177174
3.833-24
24.720.s
5.O255.00o
128127
o.4t80.336
10.628.51
0.255o.230
8.t$6.84
sTTh7 x4g 8,6 12.8(l 7.00 174 2.53 r6.3 4.000 102 o.272 691 o.2lo s.33
5T6a8xl2
9580.566560E3rlg.5.16
42-639.63632.5
141l119.898.9889.297A.8773.0068.4683.2558.7853.574/','37
7.196.948.890.568.448.3756.310.250.19B.t250.08
183176170t671E41l'f2160r59167156r54
27.5323.6919.5017.4515.5914.U13.5312.4911.6110.580.86
r80.21;52.8126.2r r3.91m.693.887.380.674.568.36r.6
r2.6to12.51812.30512.32012.2nr2.1go12.r55t2.r05t2.08012.W12.ffi
322318314313311310g)9a)7{7g)6fl)5
1.733t.4461.236t.ro80.988o.92ro.856o.7960.7360.671o.606
tl4.O037.7431.3928.0925.0423.3S21.7420.22r8.0917.04r5.39
1.060o.905o,755o.7too.620o,5@oE4SOrto5o4700,4300.990
28.e222.tnr9.18rE.o:t18.7814.19r3"84lLgtt r.0c10N2tt
STEb6xto
2S20.5
.l3.163914
6.O056.O3
t55163
8.537.80
55.O50.3
10.014to.(x)o
zil2il
0.641o.570
t0,2E14.63
0'9fi94,94[
g.t2478
5T6c6x8
2A22.520
s7.n33.t1829.78
0.o956.O36.97
165153152
7.366.826.89
47.642.738'o
8.O77e.u2B.(xro
2062U209
0.841o.6780.516
10.28lr[6313.1 r
o.971oaa60.29n
9.448.837/.7
sTSdax&l/2
1815.513.5
26:lS23.0720.09
4.126.0455.98
155154152
5.294.583.99
34.18.425.7
6.5658.6256.500
17188105
o.54{t0.4860.600
1?.72ltsl10.r0
o.!1060,?060,2{0
7-766.736.10
STGc8x48
119.5e.26
18.3714.141228
0.r60.(F.oo
158154162
3.242.412.&
20.918.115.7
4'0c)4.0104.(m
102t021@
o.4a0.349o2E9
tQ.77e.9eaF9
0rCIoaw0.230
0.ao6.ro6.84
sT6f6x4J 7.@ to.rlil 5.94 r51 2.O7 r3,4 3.970 rol o.nA 800 0.200 6,84
-
Strustural Tees(lnch Serbs!-Gontinued
SectionI ndex
WeightDeoth
cifTee
Areaof
SectionFlange Stem
Thicknesswidth Thicknesslbs/ft kg/m n mm n2 cm2 n mm n mm n mm
STSa5x10
56504.538.53633302724.5
a3.u74.4166.2'257.2953.5749.1144.6440.1836.46
5.695.565.445.315.255.195.1255.065.OO
145141138135133132130129127
16.4614.7213.O911.3310.599.708.837.947.20
106.295.O84.573.168.362.6s7.051.246.5
10.41510.34510.2751o.1eq10.1 7010.1 1710.o7510.o2810.ooo
265263261259258257256255245
1.2441.1 180.9980.8680.808o.748o.6830.6180.558
31.7024.4025.3522.O520.5219.OO17.3515.7014.17
o.755o.6850.6150.53so.510o.4570.415o.368o.340
19.1817.M15.6213.5912.951 1.6110.549.358.il
ST5b5x8
22.519.516.5
33.4829.O224.55
5.064.974.875
129126124
6.625.744.8s
42.737.O31.3
4.o227.9907.964
204203202
0.618o.528o.433
15.7013.411 1.OO
o.350o.318o.292
8.898.087.42
ST5c5x5-3/4
14.512.510.5
21.5818.60,l5.63
5.115.044.95
130128126
4.273.673.10
27.523.720.o
5.7995.7625.750
147146146
o.500o.430o.340
127010 92864
0.289o.252o.2@
734640610
sTSd5 X4B
9.508.507.50
14.1412.651 1.16
5.135.065.00
130129127
2.AO2.492.20
18.116.114.2
4-O204.O104.OOO
102102102
0.3940.3290.269
10 01836683
0.250o.240o.230
63s610584
ST5e5 X4J 5.75 8.557 494 125 1.69 10-9 3.950 100 o.204 5.18 o.180 457
ST4a4x8
33.529242017.515.5
49.8543.1635.7229.7626.O423.O7
4.504.3754.254.1254.064.00
114111108105103102
9.858.537.065.885154.56
63.555.045.537.933.229.4
4.2878.2228.1174.o778.O278.OOO
2',to2092062052U203
0.933o.8080.683o.5580.4930.433
23.7020.5217.q514.1712.521 1.OO
o.575o.510o.4050.3650.315o.288
14.6112.9510.299.278.007.32
ST4b4x6-1/2
1412
20.8317.86
4.033.965
102101
4.113.53
265224
6.5406.500
166165
0.4630.398
1 1.7610.11
o.285o.245
7.246.22
ST4c4x5-1/4
108.5
14.8812.65
4.O74.00
103102
2.942.so
19.016.1
5 2685 250
134133
o 3780 308
9.607.42
o280.230
6.305.84
ST4d4 X48
7.506.50
1 1.169.673
406400
103102
2.221.91
14.312.3
4.0154.000
102102
o.314o.254
7.986.45
o.245o.230
6.225.84
ST4e4'x4J 500 7.441 3.95 100 1.48 95 3.940 1@ o.2u 5.18 o.170 4.32
ST3a3 X48
8.006.OO
11.918.929
3.133.OO
8076
2.361.77
15.211.4
4.0304.000
l02l02
0.401o.279
10.267.09
0 260o 230
6.60s.84
sT3b3 X4J 425 6.325 2.92 74 1.25 81 3 940 100 0.194 4.93 0.170 4.32
28
-
Structural(Metric Seriesl
Tees
SectionI ndex Weight
DegthSectior(A)
Flangewidrh
(B)
ThicknessRadius
Moment oflnertia
Radius ofGyration
Modulus ofSection
Centre o1GravityWeb(t,l
''?1fl" Area(r) Jx Jv X v Zx zy Cxmm kg/m mm mm mm mm mm cm2 cm' cml cm cm cm3 cmi cm
900 x300143122106
456450M5
n2300299
181615
v2823
2a2A28
182.O154.9135.4
34,2@29,[email protected]
7,8206,3105.1@
13.713.713.9
6.566.396.16
997866790
51842134
1'1.311.311.6
800 x30012110595.6
&4/tOO
396
302300300
161414
302622
222A28
153.8133.7121.7
21,90018,80017,700
6,9005,8604,960
1 1.91 1.912.1
6.706.626.38
705610593
457391331
9.419.189.66
7@ x30010792.483.0
354350346
302300300
15
1313
282420
282828
136.8117 .7
105.7
14,2@12,0@1 1,300
6,W5,4104,510
10.2.l0.1
10.3
6.866.786.53
513438425
426361301
7.787.557.99
600 x30087.375.668.5
297294291
3023oo300
14
1212
232017
2a2A2g
111.296.2487.24
7p206,7106,360
5,2904,5103,830
8.48.358.54
6.906.856.63
339288280
350301256
6.336.O86.39
600 x300
67.059.852.847.3
306303300298
202201200199
131211
10
232017
15
22222222
85.3376.2467.2160.23
73&6,5705,8105,1 90
1,5901,3601,1N
989
9.279.28s.J09.29
4.314.224.124.05
322292262236
157't 3511499.4
7.797.797.U7.79
500 x30064.257.1
24241
300300
11
11
18
15
2626
81.7672.76
3,6203,420
4,0603,380
6.666.85
7.O76.82
184178
2to225
4.664.92
500 x20051.54.839.7
25325028
201200199
11
109
19
1614
202020
65.6557.',|250.64
3,6703,2'tO2,W
1,2901,070
922
7.447.507.49
4.434.334.27
190169150
12410792.6
5.955.965.90
450 x300 61.853.O
220217
300299
11
1018't5
2424
78.6967.52
2,6802,350
4,0603,350
5.845.89
7.687.O4
149133
270224
4.054.M
t950x2@ 38.033.1
225223
2@199
98
1412
1818
48.3842.15
2.1601,880
936790
6.686.67
4.n4.33
124109
93.679.4
5.155.10
tlOOx4OO
n2207142116
249229214207
432417Q7rlo5
45302018
70503528
22222222
385.02U.3180.3147.7
13,2007,4704,3803.620
47,1@30,20019,70015,s00
5.875.324.934.95
11.1
10.710.410.2
706414250213
2,r801,450
967766
6.134.853.903.68
-
Structural Tees(Metric Seriesl-Gontinued
Seaionlndex Wdght
o"Jrtn Flangwidth
(B)
Thickness CornsrFlarlirr< Sections
Arsa
Moment oflneniaJ, i lt-
Radius otGyrailon
Modulus ofSection Contro otGraMty
DEUUUT{A)weD(rJ ii;r {rl x ty Zx Zy Cr
mm kglm mm mm mm mm mm cm2 cml cm' cnr cm cm! cmr cm
rmx400
10098.485.884.1
73.370.o
2032@200197197lgt
irc3408/m405398&2
l621
131S
t1l6
2421
21
18
1816
221a
22222222
127.4125 3109.3107.2
93.41s9.23
3.O903,6502,W3,O502.O502,Ct
13.rq,lt,9(x)11,2q)9,9809,/1508,130
4.925.404.765.344.686.27
10.o9.75
10.1
9.6510.1
9.54
184229147193123158
050584560/fS34754{)4
3.514.O73.2r3.9,3.O13.70
400 x30053.447.1
195193
300299
ro
91614
2222
67.9860.05
1,7N1.530
3,6m3.120
5.055.04
7.247.21
10895.5
2&209
3.413.3:t
400x20033.O28.3
200198
2001S9
I7
13
1t1616
42.0636.O8
r,4001,r90
868723
5.765.76
4.544.8
88.670.4
86.872.7
4.234.17
350 x350
79.377,968.265.457.3s3.1
17A175175172172169
3523573503543tf8351
1419
12l610
13
22191916
1613
202020202020
101.O99.1986.9483.3273.0067.63
1,8202,2@1,520l,BOO1,2301.420
8,Om7,2206,7905,9205,6204890
4.254.71
4.184.554.11
4.59
8.908.s38.848.438.788.33
1241s8't04131
4.7104
455&388335323267
3.O53.592.8e3.402.673.2r
350x25() 39.83[.6170168
250249
I8
1412
2020
50.7644.08
1.020881
1.8301,540
4.84:47
6.005.92
73.1
e4.0146124
3.093.V2
350x17524.82().7
175173
176174
7
6fi9
1414
31.6726.U
815679
N2396
s,085.08
3.953.88
59.350.o
56.245.5
3.153.71
3@x3{X)
52.952.947.O/R.542.3
152150150149147
301305300299g2
11
t5toI
12
17
t5t514l2
1818181818
67.4167.395S.8955./rc53.83
9034,11O
798715858
3,8703.5503,3q)3,1202,7W
3.604.O53.s3.593.99
7.577.267.51
7.51
7.r6
71.+92.563.757.O72-3
257233225209133
2.553.032.472.382.4
aoox2@ 32.724.4
149147
2012@
II
14
12
1818
41.8836.19
682972
949w2
3,993.97
4.774.71
55.24.2
94.4810.2
2.912.93
300xt50 18.41E.O
150149
15014.9
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II
1313
23.3920.&
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2*2J21
4.rts4.39
3.293.29
40.o33.8
3:t.829.7
3|.+t3.24
t
30
-
Sectionlndex Wcight
D"ef,Sectior(At
Flangewidth
(B)
ThicknessRadius
Moment ofI nertia
Radius ofGyration
Modulus ofSection
Centre ofGraviWWeb(rJ ''?if' Area(r) Jx Jv x ty Zx ZY Cx
mm kg/m mm mm mm mm mm cmz cml cmr cm cm cmr cmr cm
250x250
41.136.233.232.2
125125124122
255250249252
14II
11
14141311
16161616
52.946.O942.354r.o3
5894',t236445
1,9zlo1,8201,6701,470
3.362.992.933.29
6.q)6.296.?95.98
59.439.534.945.3
52463417
2.582.O81.982.39
250x175 22.1 122 175 7 11 16 28.12 289 492 3.20 4.18 29.1 56.3 2.27
250x125 14.812.8
125124
125124
65
9I
1212
18.8316.34
28208
147127
3.633.57
2.752.79
25.621.3
23.520.5
2.742.63
200x20032.828.124.9
104100loo
2022M200
1012I
1612
12
131313
41.8535.7731.77
251256184
1,100851801
2.452.672.41
5.134.885.02
29.532.422.3
10983.480.1
1.91
2.091.73
200 x 150 15.3 97 150 6 9 13 19.51 125 254 2.53 3.61 15.8 33.8 1.79
200x 100 10.79.10
10099
10099
5.54.5
I7
11
11
13.581 1.59
11493.8
67.O56.8
2.902.44
2.222.21
14.812.1
13.41 1.5
2.292.14
175x175 20.1 87.5 175 7.5 t1 12 25.61 115 452 2.12 438 15.9 562 1.55
175 x 125 1 1.6 84.5 125 5.5 8 12 14.83 74.1 131 224 297 10.9 20.9 1.63
175x 90 9.05 87.5 90 5 I 9 1 1.52 70.1 8.7 2.8 2.06 10.4 10.8 1.93
150x150 15.8 75 150 7 10 11 20.o7 66.4 242 182 3.75 10.8 37.6 1.37
150x1@ 10.5 74 100 6 I 11 13.42 51.7 75.3 1.96 2.37 884 15.1 1.55
150x 75 7.O1 75 75 5 7 I 8.925 42.6 24.7 2.18 1.66 7.46 6.59 1.79
125x125 11.9 62.5 125 65 I 10 15.16 35.0 147 1.52 3.11 6.91 23.5 1.19
125x 60 6.61 62.5 60 6 I 9 8.418 27.5 14.6 'I 81 1.32 5.96 4.86 1.64
1@x1@ 8.60 50 100 6 I 10 10.95 16.1 66.9 121 2.47 403 13.4 1.OO
100x 50 4.65 50 50 5 7 8 5.925 11.8 7.3! 1.41 1.12 3.18 2.96 1.28
-
Profil Kanal
AxBxtlxt2
15x40x5x7100x50x5x7,5125x65x6x8150x75x6,5x10150x75x9x12,5180x75x7x10.5
604586713
200x70x7x10200x80x1,5x11200x90xBx13,5250x90x9x13250x90x'1 1 x14,5300x90x9x13300x90x10x15.5300x90x12x16380x100x10,5x16380x100x13x20
-
Profil Siku
Luastampang
cm2
Berat
kg/m
Pusattitikborat
Cx=Cycm
Momen lnertia Jari-Jari lnertia ModulustampangZx=Zv
cm
lx=ly
cm
max.lx
cm4
min.ly
cm4
lX: ly
cm
max.tx
cm
mrn.ry
cmAxBxtl40x40x340x40x545x45x4
2 3363.7553 492
1,832,952,74
'I ,09
1,111,24
3,535,426,50
5,608,59
10.3
1,452,252,69
1,231,201,36
1,551,511,72
o,t9o,7l0,88
1,21't
,912,00
50x50x450x50x660x60x460x60x565x65x6
3.8925444.6925 8027 527
3,064,433,684,555.91
1,371,441,6'1
1,661,81
9,0612,616,019,629,4
14,420,025,431 ,246,6
3,745,246,628,06
12,1
5350858498
1,921,88a2a
2,32)aq
0,980,961,19.l
,181,21
2,493,553,664,526,27
65x65xg75x75x675x75x9
9.7618 721
12 69
7,666,859,96
1,882,062,17
36,846,164,4
58,373,2
102
15 319026 1
1,542,302,25
2,442,902,U
1,251,471,45
7,978,47
12,1
15x75x1290x90x690x90x790x90x10
6,560,552,227.00
13,08,289,59
1a 2
4')0) a')2,462,58
81,980,793,0
125
129129148199
34,532,338,351.6
') ))t772,762.71
1ao
3,503,483,42
1,441,151,111,14
tr7
4,29,5
90 x 90 x 13100x100x7100x100x10100x100x13
21 ,1113,6219,0024,31
7,00,74,9ol
2,692,11z,oJ2,94
156129175220
248205278348
65,353,111,991 ,0
268308303300
3,383,883,833,78
1,131,971,951,93
24,517,724,431 ,1
120 x130 x130 x130 x150 x150 x
20x830x930 x 1230 x 1550x1050 x 12
18,76t) 7L29,1636,75)o )134,71
14,717,923,428,822,9a1 a
3,243,533,643,764,054,14
258366467368627740
4105837439029971.116
1061501922U258304
3,714,013,963,934,634,61
468506500495584582
2,38aF1
tFA2,532,972,96
29,538,749,961 ,551 ,368,2
150 x150 x175 x175 x200 x
150 x 15150 x '19
ll5 x 12175 x 15200 x 15
41 ,7453,3840,5250,2157,15
33641 I31 8394453
4,244,404,134,855,41
8881 0901 1101 4402.180
1 4101 7301.8602.2903.470
365451479588891
4,564,525,375,356,14
5,755,696,786,757,75
2,922,913,443,423.93
82,6103
91 ,6114150
2O0x20Ox202O0x20Ox25200x200x29250x250x25250x250x35
76,0093,75
107,61 19,4162,6
59,773,684,593,7
126
5,675,816,017,107,45
2.8203 4203.8666.9509.110
4.4905.4206.11811 00014.400
1.1601 4101 .6132 8603.790
6,096,045,997,637,48
7,687,617U9,629,42
390388387489483
1972422763BB
519
*t
-
Baia Kanal
Baja -
f, panjang biasa4 + 15 mr ( 3oo mm:
f = penampanSe = Jarak antara titik berat dan sisi luar badan/ = momen kelambatanW: momen tahanani
-- jari-jarikelambatan : \t+
tukuran-ukuran dalam mm Penampang Fdalam crnZ berat
kg/me
mm
sumbu-lentur X-X
h b d t1 prof. f lens badancm4
wxcm3 cm
rkxcm
kxcm
345
304050
JJ2tr
38
5
5
5
7
7
7
3,53,52tr
5,46,27,1
1Q
2,50812
4,214,875,59
13, 113,313,t
6414 1264
4,267,05
10,6
1,081,501,92
0,181,141,49
4,562,121.91
6%I
10
65BO
1004550
trtr
6b
7,5I8,5
4,04,04,5
9,011,013,5
3,64,3
2,O3,84,9
7,098,6410,6
142145155
57,5106206
11 ,126,541 .2
2,523,103,91
'1 ,96
2,413,05
1,41
1,140,885
1214161820
120140160180200
5560651075
ll7tr
88,5
I10
10,511
11,5
4,55,05,5RR
6.0
17,020,424,028,032.2
5,06,06,87,78,6
I,O8,4
10,412,615,0
13,416,01B,B
22,025,3
16,011 tr
18,419,220,1
364605925
1 Ctrn
1910
60.786,4
116
150
191
4,625,456,216,957,70
3,574,234,835,365,93
0,7950,6900,6250,5800,95
2224262830
220240260280300
8085ed95
'100
Io6
10
10
10
12,513
141tr
16
6,56,57,07,58,0
37,442,348,353,358,8
10,011,112,614,316,0
17,420,123,124,726,8
taa33,231 ,941 ,B46,2
21 ,4n1 2
13,o
27,0
26903600482062808030
245300311448535
8,489,229,99
10,911,7
6,557,097,688,419,'10
0,5200,4950,4850,4550,435
32353840
320350380400
100100102110
14
14
13,514
1l ,5'16
16
1B
8,88,0
11,29,0
75,817,379,791 ,5
17,516,016,319,8
40,845,347,151 ,9
59,560,662,6t1,B
260240235265
1 0870128r',01 573020350
6197U826
1020
12,112,914,114,9
8,969,50
10,411,1
0,5300,4100,4000,410
\
u
-
Wrk = JarFJan teras = 7k = kofisenprofit = + =frdt : garis tengah lubang badanwr = ukuran-ukuran-gores flensdr = garis tengah lubang flens
tsumbu-lntur Y-Y tinggi pelat penyambung h1 dan ukuran-ukuran-gores adalam mm pada garis tengahlubang badan d1
lubang-lubangflens
luas bidangcat
t,cm4
wycm3
,ycm
kycm
c
mm
h1mm
14mm
17
mm
20mm
23mm
26mm
nmm mm
dtmm
Fmm2/ml
Ftm2/t
34E
5,36,79,1
268308375
099104113
5,555,775.56
14514515
1
11
2020lU
11
11
0,1740,1 990,232
40740941 5
6%I
10
14,119,429,3
5,076,368,49
125133141
5,786,246,22
16
17
18
3346M
252530
11
14
14
0,2730,3120,372
38536 135 1
1214161820
43,262,785,3
114148
11 ,1
14,818,322,427,0
1,591,751,892,022,14
6,696,646,756,887.01
1921
22,523,524,5
8298
115133151
40bU
70506080
1007090 80
3035354040
17
17
202023
0Au0,4890,5460,6110,661
JZ,430,629,027,826,1
2224262A30
197248317399495
33,639,647,757,267,8
2,272,422,562,742,90
7,107,217,367,126,98
26528303/u
tot1U200216232
110'130
150160180
100120140150170
901',10
130140160
80002030trn
90110120140
4545cn
5055
).)26262626
0,7180,7750,8340,8900,950
24,423,322,021 ,320,6
32353840
597570613846
80,675,078,4
102
2,812,722,783,04
9,6210,5010,309,90
37uu38
246282312324
190230260270
180220250260
170210240250
160200230240
150190220230
555555bU
2626lo2l)
0,981,051,111,'18
6,57,37,76,5
35
-
BAJA SIKU.SIKU SAMAKAKIpanjang biasa 3
- 15 m
Y
F : penampang/ = momen kelambatanW : momen tahanani : jati-jatifefamUatan :ff
F2Fk = kofisenprofil : T:P
L ukuran-ukurandalam rnrn Fcn.F
beratkg/m
jarak titikberat-titikberatdalam cm
cm4
W,:cm3 cm
=kv
I
b d rl e15.15. 3'l 5. 15. 4
.15 34
35 2 0,821,05
0,il0,82
0,480,51
1,06067073
0,150,19
0,150, 19
0,430,42
4,485,8'1
20.20. 320.20. 4 20
34
35 2 1,121,45
0,881,14
060064 141
085090
0,390.48
o28035
0,590.58
3,234,38
25.25'325.25.425.25.5
25
t
4R
35 21,421,852,26
1,121,451,17
073076080
1,171,031,081,13
0,791,01
1.18
045058069
0,750,140,12
2,563,384,32
30.30. 330.30. 430'30. 5
30345
5 251,74) ')72,78
'I ,36
1,182.1A
084089o92
2121 .lB
124130
141'l 8'l216
0,650,861,04
0,900,890,88
214285356
35.35. 435'35. 6 35
46
5 2,52,673,81
2,103,M
1,001,08
2,471,411,53
296414
1,181,71
1,051,04
241351
40.40. 440.40. 540.40. 6
4045
6b 3
308319448
242297352
1,121,161,20
2,831,581,U1,70
4,485,436,33
1 ,561,91I,lo
1,21
1,201,19
2122U3 18
45.45. 545'45. 7 45
F
l 1 3.54,305,86
338460
1,281,36
318 1,811,92
1,8310,4
2,433,31
1,351,33
2,363,29
50.50' 550.50' 650.50. 750.50. I
50
5
67
Il 2tr
4,805,696,568,24
3,174,415,156,14
1,401,451,491,56
354
1,982,042,112.21
11,012,814,611 ,9
3,053,614,155,20
1,51'I
,501,491,47
2,102,542,943,80
55.55. 655.55. I55.55'10
556B
10
8 46,31ala
10,1
495646790
1,561,M1.72
3.892,21a2a
2,43
17,322,126,3
4,405,126,97
1,661,U1,62
2,303,083,88
60.60. 660.60. 860'60.10
6068
10
o 46,919,03
11,1
542709869
1,691,171,85
4,242,392,502,62
22,829,134,9
5,296,888,41
1,821,801.78
2,O92,823,55
65.65' 765.65. I65. 65.1 1
657q
11
I 4.58,70
11,013,2
6,838,62
10,3
1,851,932,00
4602,622,132,83
33,441 ,348,8
7,189,04
10,8
1,961,941,91
z,l/2,933,56
70.70.770.70.I70.70'11
lolI
11
I 4,59,40
'1 1,914.3
I,389,34
11 ,2
1,912,052,13
4,952,192,903,01
42452661 8
8,4310,612,7
212210208
2,O9)7iJ,JZ
75.75.775'75.A75.75.1075-75.12
1A
7o
10
12
10 5
10,1'l 1,514,116,7
I,949,03
11,113,1
2,09n 1a
2,212,29
5,30
2,953,013,123,24
52,458,971,482,4
9,6711,013,5'15,8
2,282,26aaF
2,22
1,95))L2,lB3,40
36
-
L lEcm4
te
cm
kE t,
cm4
W,
cm3
,n
cm
k,Penampang yang
dilemahkan Fvm2lm
mmd
mmFntcmz
Fq?cmz
34
15.15.15.15.
0,240,29
0,540,53
280380
0,060,08
0,090,11
027028
11 ,213.8
0,057
34
20.20.20.20.
062077
074073
2,O32,73
0,150,19
0,180,21
0,370,36
8,3611 ,1
0,017
25.25. 325.25. 425.25. 5
1,271,611,87
0,950,930,91
1,592,'132,73
0,310,400,50
0,300,370,44
0,470,470,47
6,508,56
10,30,097
30,30. 330,30. 430.30. 5
2,242,853,41
1,"t41,121,11
1,351,812,26
0,570,760,91
0,480,610,70
0,570,580.57
5,336,788,50
17 B5149193236
0,116
46
35.35.35.35.
468650
133130
'l ,53
2,321,241,77
0,881,16
0,680,68
575846 20 11
2,233,21
0,'136
40.40. 440.40. 540.40. 6
7,09I,U9,98
1,521,51
1,49
1,U1,662,01
1,862,222,67
1,181,351,57
0,780,710,77
5,106,477,52
22 '112,U3,243,82
0,155
45.45. 545.45. 7
124164
1,701.67
"t,49
2,O93,254,39
1,802,29
0,87o,87
5,697,82
25 143,604,88 o,174
50.50. s50.50. 650.50. 750.50. I
17,420,423,128,1
1,901,891,881.85
1,331,601,862,42
4,595,246,027,67
2,322,572,853,47
0,980,960,960,97
5,0?6,197,158,85
30 14
4,104,855,586.98
0,194
55.55. 655.55. I55.55.10
27,4u,841 ,4
2,082,ffi2,02
1,451,962,46
7,249,35
11,3
3,284,034,65
1,071,071,06
5,507,249,03
30 175,296,878,40
0,213
60.60. 660.60. I60.60.10
36,1,16,1
55.1
2,292,262,23
1,321,782,23
9,43't2,1
14,6
3,954,U5,57
1,171,161,15
5,066,748,44
35 175,897,679,40
0,233
65.65. 765.65. I65.65.11
53,065,476,8
2,472,M2,42
1,431,852,27
13,817,220,7
5,276,307,3'l
1,261,251,25
5,4t!7,038,42
35 207,309,20
11,00,252
70.70. 770.70. I70.70.11
67,183,197,6
2,672,U2,61
1,U1,712,10
17,622,026,0
6,317,598,64
1,371,361,35
502644787
N 208,00
10,112,1
0,272
75.75. 775.75. A75.75.1075.75.12
83,693,3
113130
2,82,852,832,19
1,221,421,762,14
21 ,124,429,8u,7
7,158,1 19,55
10,7
1,451,461,451,44
4,855,426,678,04
40 23
8,499,66
11,813,9
0,291
-
Lanjutan: baja siku-siku samakaki;panjang biasa 3 + 15 m
L ukuran-ukurandalam mm Fcn?
berat
kg/m
iarak titikberat-titikberaldalam cm
cm4 cm3 cmb d e w
80'80. I80'80'1080.80.1280.80.14
BO
810
12
14
10 5
12,315, 1
17 ,920.6
9,6611,914,1
16,1
I,lo2,342,412.48
5.66
3,203,313,413.51
72,387,5
102115
12,615,518,220,8
2,422,41,202,36
2,092,613,143,68
90909090
90. 990.1 190.1 390.16"
90
I11
13
16
l1 55
15,518,721 ,826.4
12,214,717 ,1
20,7
2,542,622,602,81
6.36
3,593,lo3,813.91
116138
158186
18,021 ,625,130,1
2,142,722,692,66
2,072,543,013,74
1 00.1 00.1 0100.100.',|21 00.1 00.1 4100.100.20*
100
10
12
14
20
12 6
19,222,726,236,2
15, 1
17,820,628,4
2,822,go2,983,20
7,O7
3,994,1Q4,214,54
117
2071QE
31 1
)47ooa
33,545,8
3,043,023,002.93
2,092,492,924,20
110.110.101'1o.110.12110.1'1O.14
11010
12
14
12 621 ,225,129,0
16,619,722,8
307315321
1184,U4,454.U
239280319
30,135,741 ,0
J,JO3,U3,32
1,BB
z,zc2,63
120j20 11120.120.13120.120.15120.120.20.
120
11
13
15
20
13 65
25,429,733,944,2
19,91aa26,6u,l
3,363,443,513,70
849
4,754,864,965.24
u1394446562
39,546,052,567,7
3,663,U3,633,51
1,89))L2,583,46
1 30.1 30. 1 21 30.1 30.1 41 30. 1 30.1 6
130
12
14
tb14 l
30,0u,739.3
23,62l ,230,9
3,643,123.80
9195, 15
5,265,37
472540605
6n.d'
582658
397394392
1,911aa
2,55
140.140.13140.140.15140.140.17
140
13
1517
15 75350400450
27531 4aFa
392400408
9905545665t7
638723805
63,372,381 .2
4,214,254.23
1,922,212.51
1 50.1 50.1 41 50,1 50.1 61 50.1 50. 1 I
15014
16
18
16 840,345,151 ,0
31,635,940,1
4,21a)a4.36
106595607617
845%9
1050
78,28,799,3
4,584,564,U
1,922,202,48
1 60.1 60. 1 51 60. 1 60.'r 71 60. 1 60.1 I
160
15
17
l91l B5
46,151 ,857.5
36,240,745.1
4,494,574,65
1136,356,466,58
1 100'1230
1 350
95,6108118
4884864U
1,932,20tR2
180.180.161 80.1 80.1 I180.180.20
18016
18
2018 I
55,461 ,968,4
43,548,653,7
5,025,105. 18
1277,117,227,33
1 6801 8702040
130145160
5,515,495,41
1U206229
200.200.16200.200.18200.200.20
20016tb20
IB I61 B69 1764
48,554,359,9
trtr1
5,605,68
14.17,807,928,04
234026002850
162181
199
6,156,136,1 1
1,651,832,05
b
38
-
-L llcrn4
4
cm
kt t,
cm4
W,
cm3
trt
cm
k,,Penampang yang
dilernahkan Fvn4!m
mmd
mmFnt-cfll.
FLIcmz
80. 9o. I80' 80'1080. 80.1280. 80'14
115139161
r81
3,063,033,002,96
1321U1,992,v
29,635,943,O48,6
9,2519,s12:613,9
1,55'l ,st
1,531,U
5,116,357,458,08
45 23
10,4612,8l5. l17.4
0,31'l
90. 90' I90' 90.1190' 90'1390. 90.16.
1U2182502g
3,453,413,393,34
1,311,611,902.37
47,857,165,979,1
13,315,417,319,9
1,761,751,741,73
5,036,127,218,79
50
23232626
13,416,218,422.2
0.351
100.100.10100'100.12100.100.14100.100.20.
2ffi328372488
3,823,803,773,67
1,321,57I,842,69
73.386,298,3
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18,421,O23,429,5
1,951,951,941,93
5,035,986,989.72
55
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16,919,922,631 ,0
0,390
110.110.10110.1"tO.12110.110.14
379444505
4,234,214, t8
I ,191,421,66
98,6ll6r33
22,726,129,3
2,162,152,14
4,565,436.32
45t70ZJ2326
18,922,325,4
r6.619,621,7
0,430
120-120.11120-120.13120.120.'t5120.120.20'
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4,624,s94,564,N
1,201,411,632,21
140162186236
29,533,337,545,0
2,352,v2,U2,31
4,615,456,188,26
50i 80
23282626
22,926,330,039,0
20,322.926,133,8
0,469
130.130.12130.130.14130.130.16
150857959
b,004,974,V
1,201,411.62
194223251
3t,742,446.7
2,Vt2,532.52
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27,231 ,135.1
24,527,431,0
0,508
140.1&.13140.140.1514D'140.17
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5,385,365,33
1,21
1,391,58
262298334
47,352,757.9
2,742,732,72
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55i 100 2631,636,140,6
28,232,236,2
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4,685,345,94
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33,037,441,6
0,586
160'160.15160'160.17160.160.19
17ffi19502140
6,156,136.10
1,21
1,39l,0
453506558
71,378,384,8
3,143. 13?.12
4,695,305,93
60/115 2642,247,452.6
38,343,047,6
0,625
180.180.16180.180'18180.180.20
2690297032ffi
6,966,936,90
1 ,151,301,4i1
679757830
95,5105113
3,503,493,49
4,525.O75,63
60/ r3s 2651,257,263,2
47,1
52,5s8.0
0,705
200.200'16200.200'1820o.200.20
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7,787,757,72
1,081,151,28
94310501 160
121'133
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3,913,903.89
4,054,555,04
60/150 2657,665,