8/9/2019 Tabel Profil Konstruksi Baja.pdf
1/68
8/9/2019 Tabel Profil Konstruksi Baja.pdf
2/68
Tabel Profil Konstruksi Baja028050O Kanisius 1988
PENERBIT KANtstUS (Anggota tKApt)Jl. Cempaka 9, Deresan, yogyakarta 552g1Telepon (0274) 88783, Tereks 2s249, Fax (0274)
63349Kotak Pos 1 12SNk, yogyakarta 55011
Cetakan pertama 1988Cetakan kedua 1g8gCetakan ketiga 1gg0Cetakan keempat l ggoCetakan kelima 1991Cetakan keenam 1gg2Cetakan 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
8/9/2019 Tabel Profil Konstruksi Baja.pdf
3/68
KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe-rapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakanlagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomisyaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itukami 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 bagipara
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, 1983dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dandiktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas GadjahMada, antara 1973 - 1980.
Akhirnya kami ucapkan terima kasih kepada semua pihak yang
telah membantupenerbitan
buku, khususnya Bapak lr. Morisco(Uni-
versitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Tri-sakti), yang telah memberikan banyak petunjuk dan saran. Semulabuku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sa-rana Cipta.
Yogyakarta, Desember 1 987
Penyusun
3
8/9/2019 Tabel Profil Konstruksi Baja.pdf
4/68
DAFTAR ISI
Kata Pengant arDaftar 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)
35
616
182024293233343640M47I
4S)
5052il565657606668
Profil KanalProfil SikuBaja KanalBaja siku-siku samakakiBaja siku-siku tidak samakakiTegangan-tegangan yang diizinkan menurut N 105bGaya-pikul (kekuatan menahan) paku-paku kelingDaftar Koefisien Tekuk rr.r untuk Baja Fe 360R u mus-rumus untuk menentukan/ menghitu ng
penampang batang-batang baja yang ditekan :[-ight Lip Channelsrtight Channelf-{ollow Structural Tubings (mm Size)Lip Channels in back to back arrangement-ip Channels in front to front arrangementElastic Design Euler Stress Values F'e f or Compression MembersD astic Design Selection TablesEngineering Conversion FactorsI 'cular Hollow Sections .
8/9/2019 Tabel Profil Konstruksi Baja.pdf
5/68
Sizes and Section Properties
Wide Flange Shapes(lnch Serbs)
SectionlndexWdght
Deoth ofSriction
(A)
Flanoewidlh
(B)
WebThickness
(t, )
Flanoe
Thickfiess' (tr)CornerRadius
SectionalArea
lbs/ft kglm tn mm 1n mm rn mm tn mm rn mm in2 cm
36'WF36 x16-1/2
300280260245230
446.4416.7
386.9364.6342.3
36.72
36.5036.2436.0635.88
933927
920916
911
16.655
16.595
16 5551 6.51 2
16.475
423422421
419418
0 9450.8850.8450.8020.765
20.3719.43
1.680
1.570
1.4401.350
r.260
42.67
39.8836.5634.2932.OO
1.O2
1.O2
1.O2
1.O2
1.O2
25.925.9 .25.9
25.925.9
88.1 7
82.3276.s672.O3
67.73
568.
531
493.467.
437.O
36" WF
36x12
194
182170
160150
135
288 7270.8
253.0
238.1223.2200.9
36.4836.3236.1 6
36.0O35.8435.5s
927
923918
914910903
12.1 17
12.O72
12.O21
12.OOO
11 .9721',I.945
308307
305305
304303
o.770o.725o.680o.653o 6250.598
19.56
18.42
17.27
16.59
15.88
1 5.19
'r.260
1 .180
1.100
1.020
0.940o.794
32.0029.97
27.9425.91
23 8820.17
0.800.800.800.800.800.80
20.3
20.3
20.3
20.3
20320.3
57.1 1
53.5449.9847.O9
4.1639.70
368.345.322.303.8284.9256.1
33"WF33x15-3/4
240220200
357.2
327.4297.6
33.5033.2533.OO
851
845838
15.865
1 5.810'r5.750
403402400
0.830o.7750.7i5
21 0819.69
18.16
1.400
1.275
1.150
35.5632.3929.21
0.960.960.96
24.4
24.4
24.4
70.52
64.7358.79
455.0417.6379.3
33' WF33x11-1/2
152141
130
118
226.2
209.8193.5
175.6
33.5033.31
33.1 0
32.86
851
846841
835
1 1.565
1 1.535
1 1.510
11 .484
294293292
292
0.6350.60s0.580
a
0.554
16.13
15.37'14.73
14.O7
1.055
0.9600.8s5
o.738
26.8024.3821.72
18.74
0.750.750.75
o.75
19.O
19.O
19.O
19.0
4l.7141.51
38.26
34.71
288.5267.8246.8
223.9
30'wF30x15
21019Q
172
312.5
2828256.0
30.3830.r229.88
772
765
759
1 5.1 0515.040
14.985
384382381
o.7750.7100.65s
19.69
18.03
16.64
1.315't .1 851.065
33.4030.ro27.O5
o.91
o.9ro.91
23.1
23.1
23.1
61.7855.9050.65
398.6360.6326.8
30'wF*x1O-1/2
132124116
108
99
196.4
184.5
172.4
r60.7147.3
30.3030.1630.0029.8229.U
770
-766762757753
10.551
10.521
10.50010.48410.458
268267267266266
0.6150.s85o.5640.548o.522
15.62
14.86
14.33
13.92
13.26
1.000
0.930o.8so0.7600.670
25.N23.6221.5919.30
17.O2
o.70o.70o.70o.700.70
17.8
17.8
17.8
17.8
r 7.8
38.8336.4534.r331.7729.11
250.5235.2220.2205.0187.8
27'WF27 x14
177
160
145
263.4238.1
215.8
27.31
2t.o826.88
694688683
14.090
14.02313.965
358356355
o.725o.6580.600
18.42
16.71
15.24
1.190
1.O75
o.975
30.2327.31
24.77
o.86o.86o.86
21.8
21.8
21.8
52.1047.O4
42.68
336.1
303.5275.4
27' WF27 x10
11410291u
t169.7
151.8
139.9
125.O
27.2827.O7
26.91
26.69
693688684678
10.07010.018
9.9909.963
256254zil253
o.570o.518o.490o.403
14.48
13.16
12.45
1 1.76
0.932o.827o.747o.636
23.67
2r.0118.97
16.15
o.640.64o.64o.64
r6.216.2
18.2
r6.2
33.5330.o1
27.6524.71
218.3193.6
178.4
159.4
6
8/9/2019 Tabel Profil Konstruksi Baja.pdf
6/68
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexJx Jv x tY Zx Zy
in. cml in. cml 1n cm tn cm inr cm3 in3 cm3
20,290.218,819.3
17,233.816,092.2
14,988.4
844,600783,rtOO
717,NO669,900623,900
1,225.2
1,127.5
1.020.6
9M.7870.9
46,73046,32045,88045,56045,250
15.17
1 5.1215.00
14.95
14.88
38.s338.4038.1 037.97
37.80
3.733.703.653.623.59
9.47
9.409.27
9.199.12
1, I 05.1
1,031.2
951 .1
892.5835.5
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
2,410.92,227.42,O20.9
1,875.0
1,732.4
36'WF36x1p-1/2
12,103.4
1 1,281.5
10,470.0
9,738.89,012.1
7,796.1
503,800469,600435,800405,400375,200324,500
355.4327.7300.6275.4250.4207.1
14,790'r3,640
1 2,5101 1,460
10,4208,621
14.56
145214.47
14.38
14 29
14 01
36.9836.8836.7536.s236.3035 58
2.49
2.47
2.45
2.42
2.38
2.28
6.32
6.27
6.22
6.15
6.045.79
663.6621.2
579.1
541.0502.9
438.6
10,876,4
10,181.5
9.491.48,867.O
8,242.57,188.6
58.7
54.3
50.o45.941.834.7
962.1
890.O
819.5752.3685.1
568.7
36' WF
36x12
' 3.585.1'2.312.1' 1.048.2
565,500512,500459,900
874.3782.4691.7
36,40032,57028.190
13.88
13.79
13 71
35.2635.0334.82
3.523.483.43
8.948.848.71
811.1
740.6669.6
13,293.9
12,138.410,974.7
1',to.2
99.087.8
1.806.2
1,622.6
1,439.0
33" WF33x15-3/4
3 147.67 M2.25,699 05 886.9
) 872.43 82s.9: 891 .5
s39,200309,800278.900245.100
256.1
229.7
201.4170.3
10,660
9.5628,3847,089
13.50
13.39
13.23
13.02
34.29
34.O1
33.6033.O7
2.392.35
2.29
2.22
6.07
5.97
5.82
5.64
486.4446.84048358.3
7,972.1
7,323.O
6,634.75,872.5
44.3
39.8
35.029.7
726.1
652.3573.7486.8
33" WF33 x11-1/2
410,100367.400328.500
701 I624.6
550 1
29,47026,OOO
22,900
12 6412.5712 48
32.1 031 .93
3i.70
3.383.343.30
8.58
8.48
8.38
649.9586.1
528 2
10,651 .9
9,606.28,657.2
93.7
83.1
73.4
1,535.7
1,362.O
1,203,0
30" wF30 x'15
5 753.1
3 347.14 919.1I 461.O3 988.6
239,500222,6002@,800185,700166,000
185.O
169.7
153.2
1 35.11 16.9
7,7017,0646,3775,6244,866
12.17
12.11
12.OO
1 1.85
1 1.70
30.91
30,7630.4830.1029.72
2.182.162.122.062.OO
5.545.49
5.38
5.235.08
379.7
354.6327.9299.2
269.1
6,223.35,81 1.9
5,374.34,903.94,410.5
35.1
32.329.2
25.822.4
575.3529.4478.6
422.9
367.1
30'WF30 x 1G1/2
:-?qA
:- t1t)I- aJ
280,1 002s0,500225,400
518.9458.O
406.9
21.60019,06016.940
1 1.361 1.31
11 .26
28.8528.7328.60
3.163.12
3.09
8.037.92
7.85
492.8444.5
402.9
8,077.O7,285.46,603.5
73.765.3
58.3
1,207.91,O70.3
955.5
27" WF27 x14
40805 i 169,9003 604 1 150,000325671 rgO,OOO:::33 117,600
149.6
129.5
1 1 5.',I
95.7
6,2285,391
4,7913,984
1 1.O3
10.96
10.87
10.69
28.O2
27.8327.61
27.15
2.11
2.O8
2.O4
1.97
5.36
5.28
5.18
s.oo
299.2
266.3242.8
211.7
4,903.94,364.73,979.53,469.8
29.7
25.9
23.O
19.2
486.8424.5377.O
314.7
27'WF27 x10
8/9/2019 Tabel Profil Konstruksi Baja.pdf
7/68
Wide Flange Shapes
(lnch Soriosl- Contirrred
Sectionlndex
WdghtDeoth ofSection
(A)
Flanoewidih
(B)
WebThickness
(t, )
Flanoe
Thicknless(t,CornerRadius
SectionArea
lbs/ft kg,/m ln mm tn mm tn mm tn mm in mm in2
24 WF24x14
160
r45r30
238.1
215.8r 93.5
24.7224.49
24.25
628622616
14.091
14.04314.OOO
3s8357
356
0.6s6
0.6080.565
16.66
15.44
14.35
1 .135
1.020
0.900
28.8325.91
22.86
o.700.700.70
17.8
17.8
178
47.O4
42.62
38.21
322
24'WF24x12
120t10r@
178.6
163.7
148.8
24.31
24j624.@
617614610
12.08812.U212.OO0
&730630s
o.556o.5100.468
14.12
12.95
1 1.89
o.930o.855
o.775
23.6221.7219.69
o.70o.700.70
17.8
17.8
17.8
35.29
32.3629.4ir
220
1
24'WF24 x9
948476
68
139.9
125.O
113.1
101.2
24.29
23.71
617612607602
9.061
9.0158.9858.961
230229228228
o.516o.470o.400.416
13.111 1.94
1 1.18
10.57
o.872o.772
o.682o.582
22.1519.61
17.32
14.78
0.540.540.54o.54
r3.813.8
13.8
13.8
27.6324.71
22.37
20.00
r
15
14
r 2
21'WF21 x13
142127
1'.t2
2'-t 1.3
189.O
166.7
z'-t.46
21.2421.0O
545539533
13.13213.061
13.OOO
334332330
0.659o.588o.527
16.74
14.94
r 3.39
1.O95
o.985o.86s
27.81
25.O2
21.97
0.650.65o.65
r 6.5
16.5
16.5
41.76
37.y32.93
26
2&21
21',WF21 x9
9682
142.9
122.O
21.1420.86
537
s309.0388.962
230228
0.5750.499
14.61
12.67
o.935o.795
23.75
20.1 Io.65o.6s
'r6.5
16.5
28.21
24.1018
15
21' Vtr21x*1/4
73
688255
108.6
101.2
92.27
8r.85
21.24
21 .13
20.9920.80
539537533
528
8.295
8.2708.2n8.215
z'.t 1
210209209
o.455o.430o.400
0.375
r 1.56
ro.9210.16
9.52
o.7Qo.6850.615
o.522
18.m17.q15.62
13.26
Q.54
o.54
0.54o.54
13.7
13.7
13.7
13.7
21.4620.o218.23
r 6.18
13
r 2
11
10
18'WF18x11-3/4
114105
96
169.7
156.3
142.9
18.48
18.32
18.16
469465461
11.83311 .7921 1.750
301
300298
0.59so.554o.512
15.1 1
14.O7
13.OO
o.991
o.911
0.831
25.17
23.1421 .11
o.60o.60o.60
15.2
15.2
15.2
33.51
30.8628.22
216
1 9
1 8
18', WF18x8-3/4
85
7770
u
126.5
95.24
r8.32
18.1618.0017.87
465
461457
454
8.838
8.7878.7508.715
224
223222221
o.526
0.4750.438o.rrc3
13.36
12.O7
1 1.13
10.24
o.911
o.831
o.751
o.686
23.1421.OO
19.O8
17.42
o.60
o.600.60
o.60
15.2
15.2
15.2
15.2
24.97
22.6320.56
r8.s
101
146
132
121
18' WF18x7-1/2
60555045
89.2981.8574.41
66.97
19.25
r8.1218.0017.86
4U460457
4il
7.558
7.5327.5007.477
192191
191
190
0.416o.390o.358
o.335
10.57
9.91
9.098.51
o.6950.630o.570
0.499
17.65
16.0014.48
12.67
o.43
o.430.43
0.43
10.9
ro.910.9
ro.9
17.84
r0.r914.71
13.24
r r3to494
85
8
-
8/9/2019 Tabel Profil Konstruksi Baja.pdf
8/68
Mornent of lnertia Radius of Gyration Modulus of SectionJv ix ty Section
lhdexn. cmlZx Zy
in cm3tn cml tn cm tn cm in, cm3
5,1r0.34,561.O
4,O09.5
492.6434.3
375.2
20,51018,080
15,620
10.42
10.34
10.24
26.47
26.26
26.O1
3.233.19
3.13
8.208.107.95
6.81
6.766.68
413.5
372.5
330.7
6,777.36,105.3
5,420.2
69.9
61 .8
53.6
1,145.7
1,012.9
878.5
24"WF24x14
3,635.33.3r5.O2.987.3
151,300138,OOO
124,m
254.O
229.1
203.5
ro.5709,5378,471
10.15
10.12
10.o8
25.7825.7025.60
2.682.662.63
299.r274.4248.9
220.9r96.3175.4
1 53.1
4,90.2.2
4,497.44,O79.5
42.O
38.O
33.9
688.4622.85s5.6
24'. WF24x12
2,683.O
2,364.32,096.4r,814.5
111,700
98,42087,27075.530
102.2
88.376.5
63.8
4,2543,6763,1842,656
9.859.789.68
9.53
25.O2
24.8424.5924.2.1
1.92
1.89
1.85
1.79
4.884.804.704.55
3,620.63.217.42,874.82,590.3
22.619.6
17.O
14.2
370.4321.2278.6232.7
24'. wF24x9
3.403.1
3,O17.2
2.620.6
2.088.91.752.4
141,700125,600109.100
385.9338.6289.7
16,060
14,100
12.060
9.038.998.92
22.9422.8322.66
3.043.O1
2.96
7.72
7.64
7.52
317.2
284.1
249.6
5,1 98.9
4,656.44.O90.9
3.238.72.753.5
58.8
51 .8
44.6
963.7849.0731.O
21".,1
WF
x13
86,96072,950
109.3
89.64,550
3,7308.608.53
21.842'.1.67
1.97't.93
5.OO
4.90197.6
168.O24.2
20.o396.6327.8
21" WF21 xg
1.600.3
't,478.3
1,326.8
1,1&.7
66,6206t,5@55,23047.490
66.260.453.1
4.O
2,7562,5142,2101,832
8.64
8.598.53
8.&
21.9421.82
21.6721.34
1.76
1.74
1.71
1.65
4.474.424.344.19
r 50.7
139.9
126.4
109.7
2.470.O
2,293.O
2,O71.7
1,798.O
3,607.43,314.03,O22.3
16.0
14.6
12.9
10.7
262.2239.3211.4175.4
21' WF21x8-1/4
2.033.8
.852.5
1,674.7
1.429.9
1,286.8
1.153.9
1,O45.8
84,66077,120
69,710
255.6231.O
206.8
10,640
9,6168,609
7.797.75
7.70
19.79
19.68
19.56
2.76
2.732.71
7.O1
6.936.88
220.1
202.2
184.4
43.2
39.2
35.2
708.0642.5
576.9
18" WF18 x 11-3/4
59,520
53.57048,O30
43,530
99.4
88.678.5
70.3
4,138
3,6883,2682,926
7.57
7.547.497.46
19.23
19.15r9.o218.95
2.@
1.981.95
1.93
5.08
5.034.95
4.90
1 56.1
141.7128.2
1 l7.O
2,558.s
2,322.52,101.21,917.6
22.5
20.2
17.9
l6.r
368.8
331.1
293.4
263.9
18'WF18 x8-3/4
984.0889.9
40.960
37,UO33.33029,330
47.1
42.O
37.2
31.9
1,961
1,781,54t
1,328
7.477.41
7.387.30
18.97
18.82
18.74
18.54
1.63
1.6rI.591.55
4.'.14
4.O9
4.U3.94
107.8
98.2
89.078.9
1,766.8
r,609.51,458.7
1,293.2
12.5
11.1
9.9
8.s
2U.9181.9
162.3
139.3
18'WF18x7-1/2
I
8/9/2019 Tabel Profil Konstruksi Baja.pdf
9/68
Wide Flange Shapes
llnch Serieo)-Continued
SectionlndexWeight
Deoth ofSriction
(A)
Flanoe
width(B)Web
Thickness(t,i
Flanoe
Thickfress( tz)CornerRadius
SectionalArea
lbs/ft kglm tn mm 1n mrTt ln mm tn mm ln mm in2 cmr
16'WF16x11-1/2
9688
142.9131.O
16.3216.16
415410
1 1.5331 1.502
293292
o.535o.5@
13.5912.80
o.875o.795
22.2320.1 I
0.60o.60
15.215.2
28.22.25.87
1 82.1
167.0
16'WF16xB-1/2
7871
6458
116.1
105.795.2486.31
16.3216.1616.0015.86
415410406403
8.5868.5438.5008.464
2'.\.8
217216215
o.529o.486o.443o.N7
13.M12.3411.2510.34
0.875o.7950.715o.645
22.2320.1918.1616.38
0.600.60o.600.60
15.215.215.215.2
2},0220.8618.80't7.o4
147.9134.6121.3
109.9
16'wF16 x7
5045N36
74.4166.9759.5353.57
16.2516.1216.0015.85
413/tOg/tOo
403
180179178178
0.3800.3460.3070.299
9.658.797.807.59
o.628o.563o.503o.428
15.9514.3012.7810.87
0.43o.430.43o.43
10.910.910.910.9
14.7013.2411.7710.59
94.885.475.968.3
14'WF14x16
426398370342
*3zo314287264246237228219211202193184176167158150
142
634.O592.3550.6s09.0476.2
'467.3427.1392.9366.1352.7339.3325.9314.0300.6287.2273.8261.9248.5235.1223.2
2'.t't.3
18.6918.31't7.9417.5616.81
1'7.19
16.81
16.50
16.2s16.1216.0015.8715.7515.6315.5015.3815.2515.1215.OO
14.88
14.75
475465456446427437427419413409406403400397394391387384381378
375
16.69516.59016.47516.36516.710162351 6.1 3016.02515.94515.9r O15.86515.82515.80015.75015.71015.66015.64015.60015.55015.515
15.500
42442141841642441241040740540440340240140039939839739639s394
394
1.8751.7701.6551.5451.8901 .4151.3101.2051.1251.0901.O45
1.OO5
0.9800.9300.8900.8400.8200.7800.7300.695
o 680
47.6344.9642.O4
39.2448.O1
35.9433.2730.6128.5827.e926.5425.5324.8923.6222.6121.3420.8319.81
18.5417.65
17.27
3.O332.8432.6s82.4682.0932.2832.0931.9381 .8131.7481.6881.6231.5631.5031.4381.3781.3131.2481 ,1881.128
1.063
77.O4
72.2167.5162.6953.1 657.9953.1 649.2346.05M.4042.8841.2239.7038.1 836.5335.O033.3531.7030.1 I28.65
27.OO
o.600.600.600.600.600.600.600.600.60o.60o.600.600.600.600.600.600.600.600.600.60
0.60
15.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.215.2
15.2
125.251 16.98108.78100.59
94.1292.3084.3777.6372.3369.6967.0664.3662.O7
s9.3956.7354.O7
51.7349.O946 4744.O8
41.85
808.1
754701.8649.C
607.2595.s544.3500466.62t49.6
432.e
415.2
400.s383366.C
348.8333.7316299.8284.1
270.C
14' WF14x1+1/2
136127119111
1039587
202.4189.O
177.1
165.2153.3141.4129.5
14.7514.6214.5014.3714.2514.1214.00
375371368365362359356
14.7N14.69014.65014.62014.57514.54514.500
374373372371370369368
0.6600.6100.570o.s40o.495o.465o.420
16.7615.4914.4813.7212.571 1.81'to.67
1.063o.9980.938o.873o.813o.748o.688
23.8322.1720.6519.OO
17.48
0.600.600.60o.600.600.600.60
15.215.215.2't5.215.215.215.2
39.9837.3334.9932.6530.2627.9425.56
257.92N.8225.7210.6195.2
180.3164.9
10f,lote: * Column Core Section
8/9/2019 Tabel Profil Konstruksi Baja.pdf
10/68
Moment of lnertia Radius of Gyration Modulus of Section Sec6onlndexx J tx ty Zx Zy
in. cml inl cml tn cm In cm inr cm3 in3 cmr
1 ,355.11,222.6
56,41050,890
207.O
185.28,6257 .710
6.936.87
17.6017.45
2.712.67
6.886.78
1 66.1
151.32,722.42.479.8
35.932.2
588.4527.8
16',WF16 x11-1/2
1,042.6
936.9833.8?46.4
43,40039,OO0
34,71031,700
87.577.968.460.5
3,6423.2432,8472,518
6.746.706.66662
17.1217.01
16.9216.81
1.951.931.91
1.88
4.954.904.854.78
127.81 15.9104.2
94.1
2,094.61,899.61,707.81.542.3
20.418.2
16.1
14.3
334.4298.3263.9234.4
16" WF16 x8-1/2
655.4583.3515.5446.3
27,28024,28021,46018,580
34.830.526.522.1
1,491,2701,103
920
6.686.646.626.49
16.97
16,8616.81
16.48
1.54
1.621.501.45
3.91
3.863.813.68
80.7
72.464.4s6.3
1,322.7
1,186.61,055.5
922.8
9.8
8.77.66.3
160.6
142.6124.6103.2
16'WF16 x7
5,610.35.013.75,454.2.1.91 1 .5
1.141.7.1,399.4
3,91 2.'l3,526.03.228.93.080 92.942.42.798.22.671 .4
2.538.82 402.4
:2748: 149.6:3208' :"lO 6--369
"a122
275,200250,300227,OOO
204,400172,4001 83,1 00162,800146.800134,400128,200122,5001 16.50011 1,200105,700100,ooo
94,70089,48084,12019,12074,380
69,610
2,359.5 I2.169.711,986 0
|1,806 9 I16351I1 .631 .4 I1,466.5
|1.331.2 I1,226.611 ,1 74.8
|
1,124811,O73.2
1,028.6979.7930 1882.7837.9790.2745 0702.5
660.1
98,22090,32082,67075,22068,07067,91061,05055,42051,06048,90046,82044,68042,82040,78038,72036,74034.88032,89031.01029,240
27.480
7.267.177.086.996.636.906.81
6.746.686.656.626596.566.546.51
6.496.456426.406.37
6.32
18.4418.21
17.9817.7516.8417.5317.3017.12
16.9716.8916.8',r
16.7416.6616.61
16 5416.4816.381 6.3116.2616.1 8'r6.o5
4.344.314.274.244.174.204.174.14
4.124.114.104.084.O7
4.064.054.O4
4.O2
4.014003.993.97
11 .O2
10.9510.8410.7710.5910.6710.5910.52
10.4610.M10.41
10.3610.3410.3'l10.2910.2610.21
1 6.1810.1 6
10.1 3
10.o8
707.46s6.9608.1559.4492.851 1.9
465.54?7.4
397.4382.2367.8352.6339.2324.9310.O295.8281.9267.3253.4240.2226.7
1 1,594.3 I10,766.6
|9.966.8 I9,168.6 I8,077.0
|
8,390.0 |I
7,629.5]
7,005.1
6,513.46,264.26,O28.25,779.15,559.55,325.15,080.94,848.24,620.34,381.04,153.23,936.93.715.6
282.7261.6241.1
220.8195.7201.0181.81 66.1
153.9147 .7
141.8135.6130.2124.4
1 18.4112.71 07.1101.39s.890.685.2
4,633.44,287.63,951.63,618.93.207.53,294.42,979.72,772.4
2,522.42,420.82,324.12,222.52,134.O2,038.91,940.61,847.21,755.41,660.31,570.21,484.91,396.4
14"WF'14 x 16
i' 593 0 66.310'.1.767 61,470. :73 1 57,160' :66 5 52,720
'65 8 48,530' f53 5 44,270
316,6I 4O,25O
567.7527.6491.8454.9419.7383.7349.7
23,63021,9602A,47018,94C)
17,470r 5,97014,560
6.316.296.266.236.216.1 7
6.15
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.O189.4176.3163.6150.6138.1
3,54o.23,310.7'3,104.32,889.62,681.42,468.32,263.4
77.O
71.867.'l62.257.652.848.2
1,262.01,176.81,099.81,019.4
944.1865.4790.O
14'WF14x1+1/2
11
8/9/2019 Tabel Profil Konstruksi Baja.pdf
11/68
Wide Flange Shapes
( lnch Seriesl - Continued
Sectionlndex
WeightDeoth ofSection
(A)
Flanoewidih
(B)
WebThickness
(t, )
FlanoeThickicss
(trI
Corner
Radius
Sectirar
Arelbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn
14"WF14x12
8478
125.0
1 16.'l
14.18
14 06360357
12 02312000
305
305
0 45'r
o 4281 1.46
1 1.87
o.778o 718
19 76
18 24
0.60o.60
15.2
15.2
24.71.
22.94
'l5g14E
14'WF14x10
746861
110.1
101.2
90.78
14.r 9
14.06
13.91
360357353
10.o7210.04010.000
256
255254
o.450
o.418o.378
1 1.43
10.62
9.60
o.783o.7180.643
19.89
18.24
16.33
o.600.60o.60
15.2
15.2
15.2
?1.7620.oo17.94
14O
12S
il5
14' WF14 x8
53
4843
78.A7
71.4363.99
13.94
13.8113.68
354
351,.347
8.062
8.0318.000
205
204203
0.370
0.3390.308
9.40
8.617.82
0.6s8
o.s93o.528
16.71
15.0613.41
o.60
o.60o.60
15.2
15.215.2
15.59
14.1I12.65
r00
9181
14' WF14x6-3/4
38
34
30
56.5550.60M.&
14.12
14.OO
13.85
359356352
6.7766.7506.733
172171
171
0.313o287o.270
7.95
7.29
6.86
0.513
0.4530.383
13.03
1 1.51
9.73
0.430.43o.43
10.9
10.9
10.9
11.17
10.oo
8.81
726456
12'WF12x12
190
151
133
120106
9992857972
65
282.8
239.6197.9
178.6
157.7
147.3
136.9
126.5
1 17.6
107.1
96.73
14.38
13.88
13.38
13.12
12.88
12.75
12.62
12.50
12.36
12.25
12.12
365353340333327
3243?1
318314311
308
12.67012.515
12.365
12.32012.230
12.1901 2.1 55
1 2.1 0512.08012.ON12.OOO
322318314
3r3311
310309307307
306305
1.060
o.905o.7550.7100.620
0.580o.545o.495
o.4700.430o.390
26.92
22.9919.18
18.O3
15.75
14.73
13.84
12.57
1 1.94
10.92
9.91
1.736
1.486
1.236
1.106
o.986o.921
o.8560.796o.736o.671
0.606
4.O937.7431.3928.09
25.M23.3921.7420.22
18.69
17.U15.39
0.60o.60
0.60o.60o.60o.600.600.60o.60o.60
0.60
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
r5.2
55.8647.38
39.11
35.31
31.1929.O9
27.0624.9823.22
21.r619.11
360
305
252
227
201
187
174
161
149
136
123
12',WF12x10
5853
86.31
78.87
12.19
12.06
310306
10.o14
ro.0@254254
o.359o.345
9.128.76
0.641
o.57616.28
14.63
o.60
0.6015.2
1s.217.06r5.59
t 10
100
12'.WF12 x8
5045
&
74.41
66.9759.53
12.19
r2.061 1.94
310306303
8.O77
8.O42
8.mo
262*203
0.37r0.3360.294
9.428.s37.47
0.641
0.576o.516
r6.2814.03
13.11
0.600.600.00
15,2
15.2
15.2
14.71
13.2411 .17
94
8575
12' .WF12x6-112
36
31
27
53.5746.13
@.18
'12.24
12.09
1 1.96
311
3073o/1
6.5656.525
6.500
167
166
165
0.3050.265
o.2N
7.75
6.736.10
o.5400.465
0.400
13.72
11.81
10.16
o.370.37
0.37
9.rto
9.40
9.40
10.59
9.127.97
68
58
51
12
8/9/2019 Tabel Profil Konstruksi Baja.pdf
12/68
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexx Jy x tY Zx
Zyinr cm' int cml tn cm in cm in3 cm3 in3 cm3
928.4851.2
38,6s0
35,430225.5206.9
9,387
8.6136.136.O9
15.57
15.47
3.02
3.OO
7.67
7.62
130.9
121.1
2.145.41,984.8
37.5
34.5
614.6565.4
14'WF14x12
796.8724.1
641.5
33,17030,1rto
26,76
133.5
121.2
107.3
5,557
5,O45
4,467
6.O5
6.025.98
15.37
15.29
15.19
2.482.462.45
6.306.256.22
112.3
r03.092.2
1,840.6
1,688.1
1,511.2
26.5
24.1
21.5
434.3
39s.0352.4
|.14'WF14 x'tO
542.1
484.9429.O
22,570
20,180r7,860
57.5
51.345.r
2,394
2,1361,877
5.90
5.865.82
14.99
14.8814.78
1.92
1.911.89
4.88
4.854.80
77.8
70.262.7
1,275.1
1,150.61,O27.6
14.3
12.81 1.3
234.4
209.8185.2
14'WF14 x8
385.3339.2
289.6
1,892.5
1,541.8
',,221-2i,o71.7
930.7858.5788.9
723.3
663.O
597.4533.4
16,040
14,124
r2,060
24.621.3
17.5
1,O24
886.8728.5
5.875.835.73
14.91
14.81
14.55
1.49
1.46
1.41
3.783.71
3.58
54.6It8.5
41.8
894.9794.9685.1
7.3
6.3
5.2
1 19.6
1o3.2
85.2
14'WF14x6-3/4
78,78064,18050,840
u,61038.74035,7N32,W30.r 10
27,ffi24,87022,2@
589.748,6.2
389.9
345.r
300.9278.2256.4235.5
216.4195.3
174.6
24,55020,2N16,23014,360
12,52011,58010,670
9.803
9,008
8,1307,268
5.825.70
5.595.5r
5.465.435.40
s.385.345.31
5.28
14.78
14.48
14.24
14.OO
13.87
13.79
13.72
13.6613.56
13.49
13.41
3.253.203.163.13
3.11
3.O9
3.083.O7
3.Os
3.04
3.02
8.268.13
8.037.95
7.907.85
7.827.82
7.75
7.72
7.67
263.2
222.2182.5
163.4144'.5
13tl-.7
125.01 15.7
107.1
97.5
88.0
4,313.8
3,641.82,991.?2,678.1
2,368.42,207.72,O48.8
1,896.3
1,755.4
1.598.0
1,42.3
93.1
77.7
63.1
s6.049.2
45.7
42.2
38.93s.832.4
29.1
1,525.9
1,273.5
't,ou.2917.8
806.4749.O
691.6637.6
586.8531.O
476.9
12' WF12x',|2
476.1
4?6.219,820
17,7&1o7.4
96.1
4,4714,000
5.285.23
13.41
13.28
2.51
2.48
6.386.30
78.1
70.7
1,280.0
1,158.8
21.419.2
350.7314.7
12'WF12x10
394.5
350.83r0.1
10,42014,600
12,910
56.4so.o4.1
2,W2,081
1,836
5.185.155.13
13.16
13.O8
13.O3
1.96
1.94
1.94
4.98
4.934.93
u.758.2
51.9
1,060.4
953,9
850.6
't4.o
12.4
11.0
229.5203.2
r80.3
12'WF12 x8
1r,6909,924
8,498
23.7
19.8
16.6
986.6824.2
691.O
5.15
5.t I5.06
13.O8
12.98
12.85
1.50
1.47
1.4
3.81
3.73
3.66
45.9
39.4
34.1
752.3
645.8
558.9
7.2
6.t5.1
118.O
100.o
83.6
12'WF12x6-1/2
13
8/9/2019 Tabel Profil Konstruksi Baja.pdf
13/68
Wide Flange Shapes
{ lnch Series)- Continued
Section
Index
WeightDeoth ofSriction
(A)
Flanoewidih
(B)
WebThickness
(t, )
FlanoeThickiess
(tr)CornerRadius
SectionaArealbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz
10' wF10x10
112too8977
72
66605449
166.7
148.8132.4
114.6
107.1
98.2289.2980.3672.92
1 1.38
11.12
10.88
10.62
10.5010.38
10.25
10.12
10.00
289282276270267264260257
254
10.415
10.345
10.27510.195
r0.170t0.r 1710.o75
10.028
10.000
265263261
259258257256255254
o.755o.6850.6150.535o.510o.4570.4150.368o.340
1 9.1817.Nr 5.62
13.59
12.95
1 1.61
1o.il9.358.64
1.281.1l8o.998o.868o.808o.748o.6830.618o.5s8
31.7028.Q25.3522.O5
20.52
19.OO
17.35
15.70
14.17
o.500.500.soo.500.50o.50o.50'o.50
o.50
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
32.9229.4326.1922.6721.1819.41
r 7.6615.88
14.&
Zt-L
183
169 :14€ ;13a i125 :1 13;102:
Q]E
l0' wF10 xg
453933
66.9758.0449.1r
10.12
9.949.75
257252248
8.O22
7.9907.964
2U203202
o.3so0.318o.292
8.898.087.42
0.6r8o.5280.433
r5.7013.41
11.00
o.50o.500.50
12.7
12.7
12.7
13.24r 1.48
9.7r
8Ss7lOrt
r0'wFtoxS-3/4
292521
43.1637.2031.25
10.22
10.08
9.90
260256251
5.7995.7625.750
147
146
r46
o.289o.252o.2&
7.U6.406.10
o.s00o.430o.3@
12.70
1o.92
8.64
o.320.32o.32
8.128.128.12
8.537.356.19
Et rJ-i
4lu3SI
8' wF8x8
67
5848
&3531
99.71
86.31
71.43
59.5352.0946.13
9.008.75
8.508.258.128.OO
229222
216210206
203
8.287
8.222
8.1178.O77
8.O27
8.000
210209
2062052U203
0.5750.510
0.4050.365
0.3150.288
14.61
12.95
r0.299.278.007.32
0.933o.808
o.683o.5580.493o.433
23.7020.52
17.3514.17
12.52
11.00
0.40o.40
o.€o.40o.40
o.@
10.2
10.2
10.210.2
10.2
10.2
t9.7017.06
14.111 1.76
r0.309.12
121
l lcOlr7G
6CE
5€.r
8' WF8xe-1/2
28
2441.67
35.728.067.93
205201
6.540
8.500166
165
0.285
o.2457.24
6.220.463
0.398r 1.76
10.11
o.40
0.4010.2
10.2
8.237.06
E?
45
8' WF8x5-1/4
2017
29.7425.30
8.148.@
207203
5.268
5.250r34133
o.2N0.230
6.305.84
0.3780.308
9.607.82
0.32o.32
8.r 2
8.125.885.OO
3;I51.-r
8' WF6x6
252015.5
37.2029.7A
23.O7
6.378.206.OO
182157
152
6.0806.0186.000
154153
152
0.3200.258
o.2&
8.136.55
6.10
'0.4560.3670.269
I r.589.32
6.83
0.250.25
0.25
6.35
6.356.35
7.35
5.884.59
4lrJit
235'WF5x5
18.5
18
27.6323.81
5.125.OO
130127
5.0255.0oo
128
127
0.265
o.2&6.736.10
o.4200.360
10.67
9.140.30
0.307.A2
7.A2
5.45
4.703s:trj
4' WF4x4 13 19.35 4.16 106 4.0@ 122 0.280 7 .11 0.345 8.30 0.313 7.95 3.82 :DC "
14
8/9/2019 Tabel Profil Konstruksi Baja.pdf
14/68
;f "r,]: il.:I"'7'ts'h
rt
2..9
o3
G
29s9
t
I
Y
Mornent of lnertia Radius of Gyration Modulus of SectionSection
lndexJx Jy x
v Zx l^Jx\ Zy t^s -r\in. cml in. cml tn cm tn cm in3 cm3 in3 cm3718.7625.0542.4457.2
420.7
382.53/.3.7305.7272.9
29,92026,O20
2258019,03017,51015,92014,31012.72011.360
235.4206.6180.6
153.4141.8
129.2
1 16.5
103.9
93.O
9,7998,6007,5186.3865,9035,3784,8504,3253,871
4.674.61
4.554.494.464.44.41
4.394.35
1 1.89
11.71
1 1.56
1 1.40
1 1.33
11.28
11.20
1 1.15
1 1.O5
2.67
2.652.632.602.s92.582.57
2.562.54
6.786.736.686.606.586.556.536.506.45
126.3
112.4
99.7
86.1
80.1
73.7
67.1
60.454.6
2,O70.O
1,842.2
1.634.1
1,411.2
1,312.8
1,207.9
1,099.8
990.O
894.9
45.2
39.935.2
30.1
27.9
25.5
23.1
20.7
18.6
576.9493.3457.3
417.9
378.6339.3304.8
10'WF10x10
248.6209.7
170.9
10,3508,7297 ,114
53.2
4.936.5
2,2151,869
1.519
4.334.274.20
11.00
10.84
10.67
2.OO
1.98
1.94
5.085.034.93
49.1
42.2
3s.o
804.7691.6573.6
13.31't.2
9.2
218.0183.6
150.8
10'WFlo x8
157.3
133.2
106.3
6,s485.5454,425
15.2
12.7
9.7
632.8528.7403.8
4.294.264.14
10.9010.82
10.52
1.34
1.31
1.25
3.403.333.18
30.826.4
z'.t.5
504.8432.7
352,4
5.2
4.43.4
8s.272.1
55.7
10' WF10 x5-3/4
271.8
227.3183.7
146.3
126.5
109.7
11,310
9,4627,il76,O90
5,2664,567
88.674.9
60.949.O
42.5
37.0
3,688
3,1 18
2,535
2,W1,769
1,540
3.7'.
3.653.61
3.53
3.503.47
9.429.27
9.178.978.898.81
2.12
2.102.O8
2_U2.O3
2.O1
5.385.33s.285.185.165.10
60.4
52.O
43.2
35.5
3.1.1
27.4
990.O
852.3708.O
581.8509.7449.1
21.418.2
15.O
12.1
10.6
9.2
350.7298.3
245.8198.3
173.7
150.8 .
8'WF8x8
97.8
82.5
4,O71
3,4U21.618.2
899.2757.6
3.453.42
8.768.69
't.62
1.61
4.11
4.0924.3
20.8398.3
340.96.65.6
108.2
91.88.WF8x6-'.t/2
69.256.4
2,881
2,W8.506.72
353.8279.7
3.433.36
8.71
8.s3
1.20
1.16
3.O5
2.95
17.0
14.1
278.6231.'.|
3.2
2.6
52.442.6
8'WF8 x5-1/4
53.541.7
30.3
2,2271,736
1,261
'17.113.3
9.69
71 1.8553.64o,3.4
2.692.662.s6
6.836.766.50
1.521.50
1.45
3.863.81
3.68
r6.813.4
10.1
275.4219.6165.5
5.64.43.2
91.872.1
52.4
6,WF6x6
25.421.3
1,O57
886.78.897.51
370.O
312.62.162.13
5.49
5.41
1.28
1.26
3.25
3.209.948.53
162.9
139.8
3.543.00
58.049.2
5'WF5x5
r 1.3 470.3 3.76 t 56.5 1.72 4.37 o.99 2.51 5.45 89.3 1.9 31.1 4' WF4x4
1
8/9/2019 Tabel Profil Konstruksi Baja.pdf
15/68
ight Beams and Joists
nch Seriel
Sectionlndex WeightDeoth ofSection(A)
Flanoe
widih(B)Web
Thickness(t, )
Flanoe
Thickfress( t,)CornerRadius SectionaArea
lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2
L 16 x5-1/231
2646.1338.69
15.84
1s.65402398
5.5255.s00
1N140
o.275o.250
6.99
6.35o.42o.345
1 1.23
8.76o.430.43
10.9
10.99.127.65
5€:49,t
L 14X52622
38.6932.74
13.89
13.72353348
5.O25
5.000128127
0.2550.230
6.48
5.84o.4180.335
10.62
8.510.43o.43
10.9
10.9
7.656.47
4914'-
L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).:
L 12x42219
16.5
32.7428.2824.55
12.3112.16
12.00
31330930s
4.0304.O10
4.OOO
102102102
o.260o.2No.230
6.606.105.84
o.424o.349o.269
10.778.866.83
o.30o.30o.30
7.627.62
7.62
6.475.624.86
41 -JOr
31 r
J 12x4 14 20.83 11.91 303 3.970 101 o.200 5.08 o.224 5.69 0.30 7.62 4.14 26'
L r0x419
17
15
28.2825.3022.32
'to.25
10.12
10.00
260257254
4.O20
4.O10
4.OOO
142't02102
0.250o.2400.230
6.35
6.105.84
o.394o.329o.269
10.01
8.366.83
o.30o.30o.30
7.627.627.62
5.61
4.984.Q
36:32'28t
J 10X4 1 1.5 17 .11 9.87 251 3.950 100 o.180 4.57 o.204 5.18 o.30 7.62 3.39 21 S
L 8X415
13
22.3219.35
8.128.00
206203
4.0154.000
1o2102
o.245o.230
6.22
s.84o.314o.254
7.98
6.450.30o.30
7.627.62
4.433.83
28i24-
J 8x4 10 14.88 7.90 201 3.940 100 o.170 4.32 o.2u 5.18 o.30 7.62 2.95 19:
L 6X416
12
23.81
r 7.866.256.OO
159
1524.0304.OOO
10210.2
o.260o.230
6.605.84
o.404o.279
10.26
7.O9
o.25o.25
6.356.35
4.723.53
30:22.E
J 6X4 8.5 12.65 s.83 148 3.940 100 o.170 4.32 0.194 4.93 0.25 6.35 2.50 16.'
::
:"
'"'
8/9/2019 Tabel Profil Konstruksi Baja.pdf
16/68
l
:-
&ii _
i 4
-
:
,:
itr
-
5
[
Moment of lnertia Radius of Gyration Modulus of SectionSectionlndexJx Jy ix tY Zx Zy
cml inl cm' tn cm ln cm in3 cm3 in3 cm3
:., tr
r38 115,50012,410
1 1.57
8.71
481.5362.5
6.396.24
16.23
15.85
1.13
1.47
2.87
2.72
47.O
38.1
770.3624.5
4.193.17
68.6751.96
L 16 x5-1/2
:32 6'37 4
10,1008,212
8.266.40
343.8266.4
5.635.52
14.30
14.O2
1.04
o.992.642.51
34.928.8
572.O
472.O3.29
2.56
53.9241.96
L 14x5
:-3 I 6,131iI
2.65 1t0.3 5.40 13.72 o.72 'r.83 21.O 344.2 1.32 21.63 L 14x4
'.5 7i
6,482'3o 1 | s,+ro'5 3 | 4,383
4.553.672.79
189.4
152.8
1 16.1
4.91
4.81
4.65
12.47
12.22
11.81
0.84o.81
o.76'
2.132.061.93
2s.321.417.5
414.7
350.7286.8
2.26
1.83
1.39
37.M29.9922.78
L 12x4
*2 I S,ezr 2.25 93.65 4.61 1'.t .7 1 o.74 1.88 14.8 242.5 1.13 18.52 J 12x4)a 2 4,0053' 8 3,405:8 8 ', 2,864
4.193.452.79
174.4
143.6
116.1
4.144.053.95
ro.5210.29
10.o3
0.86o.83o.80
2.182.11
2.O3
18.8
16.2
13.8
308.1
26s.5226.2'
2.08
1.72
1.39
34.0928.1 I22.78
L 10x4
:' I 2,160 2.O1 83.66 3.92 9.96 o.77 1.96 10.5 172.1 1_O2 16.72 J 10X4
€ c 1,99439 5 1,6M
3.302.62
137.4
109.1
3.293.21
8.368.15
0.860.83
2.'.|8
2.11
1 1.8
9.88193.4
161.9
1.65
1.31
27.U21.47
L 8X4
1.99 82.82 3.23 8.20 o.82 2.08 7.79 127.7 1.O1 16.55 J 8X4
1320903.3
4.322.89
179.8
120.3
2.592.4
6.586.30
o.960.90
2.42.29
10.1
7.24165.5
t 18.72.141"M
35.0723.60
L 6X4
"4 3 616.0 1.89 78.66 2.43 6.17 o.87 2.21 5.O7 83.10 0.96 15.73 J 6X4
8/9/2019 Tabel Profil Konstruksi Baja.pdf
17/68
-
T
H Bearing Piles
(lnch Series)
Sectionlndex
WeightDeoth ofSection
(A)
Flanoewidih
(B)
WebThickness
(t,)
FlanoeThickiess
( tz)CornerRadius
SectionaArea
lbs/ft kg/m tn mm tn mm tn mm tn mm rn mm inz
14x14-1/2
117
102
8973
174.1
151.8
132.4
108.6
14.23414.032
13.856
13.636
362356
352346
14.885
4.7a414.696
14.586
378
376
373370
o.805
o.704o.616
0.506
20.4517.88
15.65
12.85
0.805o.7u0.616
0.506
20.45
17.88
15.65
12.85
o.60
0.60o.60
o.60
15.2
15.2
15.2
15.2
34.430.o1
26.19
21.46
Z/.c -
r93:169 :13€ :
12x12 7453
r lo.l78.87
12.12211.780
308299
12.217
12.046
310306
o.607o.436
15.42
1 1.O7
o.6070.436
15.42
11.O7
o.600.60
15.2
15.2
21.7615.58
14{.r
Itri
10x1057
4284.8362.sO
10.o12
9.720254247
10.224
10.0782@256
0.564o.418
14.33
10.62o.564o.418
14.3310.62
o.50o.50
12.712.7
16.7612.35
1C8"79-
8x8 36 53.57 8.026 2U 8.158 207 o.446 11.33 o.446 11.33 0.40 10.2 10.60 6[t
8
8/9/2019 Tabel Profil Konstruksi Baja.pdf
18/68
<i
t'
nale
*
222.2
r 93.6
169.0
138.5
140.4
OO.s
og.1
7g'I---68.
Y
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexJx Jy x Y Zx Zyin. cml int cml IN cm tn cm inr cm3 in3 cm3
1,228.5
1,055.1
909.1
733.1
51,14043p2037,8N30,520
u3.1379.6326.2261.9
18,44015,8@13,580
10,9@
5.975.93
5.895.85
15.16
t5.0614.96
14.86
3.59
3.563.533.49
9.129.O4
8.94
8.86
172.6
150.4
131.2
107.5
2,828.92,465.O
2,150.41,761.9
s9.551.3
u.435.9
975.2
840.8727.7
588.4
14x1+1/2
566.5394.8
23,58016.430
184.7
127.3
7,689
5,2995.10
5.0312.95
12.78
2.91
2.867.39
7.2893.567.O
1,532.5
1,O98.1
30.2
21.2
495.O
347.512x1?
294.7
210.812,270
8,775100.6
71.44,188
2,9724.194.13
10.6410.49
2.45
2.&6.226.09
58.943.4
965.4711.3
19.7
14.2
322.9232.7 l0xlo
119.8 4,987 N.4 1,682 3.36 8.s3 r.95 4.95 29.9 490.O 9.9 162.2 8x8
8/9/2019 Tabel Profil Konstruksi Baja.pdf
19/68
Wide Flange Shapes
(Metric Seriesl
section' .^,-,-.^ I Degth
rndexweight
sedtionI:(A)
Flange
width(B)
i ThicWeb(t,)
kness
rmCorner
Radius(r)
SectionalArea
Moment oflnertia
Radius ofGyration
Modtdus ofSectionJx Jy tx tY Zx ,
mm kg/m mm mm mm mm mm cm2 cm. cm{ cm cm cm3 cml
9oo x30O286 I grz
I243 I eoo213 I 890i
302300299
18
16
15
3428
23
28
28
28
364.0309.8270.9
498,000411,OOO
345,000
15,7@12,60010,300
37.036435.7
6.566.396.16
10,9@9,1407,7&
1,O40
84it I68s
I
800 x3oo241
210191
808800792
n23@300
t61414
302622
282828
307.6267.4243.4
339,000292,O@
254,OOO
13.80011,7@9,930
33.233.032.3
6.706.626.39
8,4007.2906,410
915782662
700 x300 215 i 7C81Bs I ,-166 I OSZn2300300
1513
13
282420
282828
273.6235.5
211.5
237,O@201,000172.O@
12,90010,800
9,A20
29.429.328.6
6.866.786.53
6,7005,7604,980
853722602
5€O.300175 | ss4ls1 I s88137 I SeZ
302 I 143ool n300 | ,,
23
2017
28
28
28
222.4192.5
174.5
137,000118,000103.000
10,600
9,0207,670
24.9
24.8
24.3
6.906.856.63
4,6204,O20
3,530
701601
slltIi
6m.2mi
il
134
120106
94.6
| 612l*uI 600I u'u
202201
200
199
13
12
11
10
23
2017
15
22
22
22
22
147.7
152.5
134.4
120.5
103,OOO
90,40077,600
68,700
3.1802,720
2,280
1,980
24.6
24.3
24.O
23.9
4.31
4.22
4.12
4.05
3,3802,9802,590
2,3r0
314271
228199
| 'tza5@ 13& Itt 114
448
N23oo300
11
11
't8
15
26
26
163.5
145.5
71,OOO
60,4008,1106,760
20.820.4
7.U6.82
2,9102.500
54t451
OO x 20O
103
89.7
79.5
j sooIr 500ii aso
201
2@199
t110
9
19
16
14
20
2020
131.3
114.2
1o1.3
56,50047,8@41,900
2,580
2,1N1,840
20.7
20.s20.3
4.434.334.27
2,2301,9101.690
257
214185
, 12450 x300
106
4404vt
300299
11
10
18
15
2424
157.4
135.O
56,10046.800
8,1106,690
18.9
18.6
7.18
7.U2,5502,160
541
w50 x 200
76.0
66.2
45046
200199
I8
14
12
18
18
96.7684.30
33,500
28,7@1,870
1.580
18.6
18.5
4.&4.33
1,490
1,290
187
r59
OO xulOO
605
415
283232
498458
428414
4t2417
&7405
45
302018
70
50
35
28
22
22
2222
770.1
528.6
360.7295.4
298,OOO
187,000119,000
92,800
94,m60,5@39,400
31,000
19.7
18.8
18.2't7.7
t t.1ro.710.4
10.2
12,000
8,170
5,5704,4@
4,3702,9@1,9301,530
8/9/2019 Tabel Profil Konstruksi Baja.pdf
20/68
Sectionlndex Weight
Deothcif
Section(A)
Flange Thickness CornerRadius
(r)
SectionalArea
Mornent oflnertia
,-T-,,
Radius ofGyration Modulus oSectionlotn(B)
Web( t,)
t'?efl"
mm kg/m mmtx
tycm Zx Zmm mm mm cm2 crn cml cm
400 x400
2oo197
172
168
147
1&
406
400M394
394388
403408
400405
398
&2
16
21
13
18
11
15
2421
21
18
l815
cm3 cm
2222
22
22
2222
254.9250.7
218.7
214.4186.8
178.5
78,0@70,9@66,600
59,7@56,t0049.000
26,2@23,8@
22,M20,o00
r8,90016,300
17.5
16.8
17.5
16.7
17.3
16.6
10.1
9.7510.1
9.6510.1
9.54
3,8403,52$O
3,330
3,O30
2,8502,520
r,301,171,12
9895
80
400 x3@ 107 N.3
390386
300299
10
9
16
142222
136.0
120.1
7,210
6.2Q16.9
16.77.287.21
1,980
1,7Nrt8
41
4oox20p^66.0
56.6
/tOO
3962@199
8
7
13
11
16
16
84.12
72.1623,7@20,o@
1,7Q1.450
16.8
16.74.54
4.8r,1901.O10
1714
350 x350
159
156
136
131115
106
356
350
3so34w338
352357
3so3543+e
351
14
19
12
16
10
13
22
19
r916
16
13
'20
202A
20
2020
202.o198.4
173.9
166.6
146.0
135.3
47,60042,8@
40,3@35,30033,300
28.2@
16,0@
14,m13,6@11,8@
11,200
9.380
15.3
14.7
15.2
14.6
15.1
14.4
8.908.53
8.848.438.78
8.33
2,6702,4502,3m2,0501,94C)
1,670
909809
776669
646534
350 x250 79.769.2
.w336
250
249II
14
12
2020
101.5
88.1 5
21,7@18,5@
3,6sO I r+.e3,oeo Lo,
6.005.92
1,280
1,loo292248
350x175 49.641.4
350
346175
1747
6
t1
I14
14
63.1452.68
13,600
1 1,tOO984
79214.7
I4.53.9s I tts3.88 I 641
11291.
300 x3@
106
106
94.087.O
84.5
3@300300298
294
301
305300299
302
11
15
10
9
12
17
15
15
14
12
18
18
t818
18
134.8
134.8.1 19.8
110.8
107.7
23,m21,50020,mr8,800
16.900
7,7n7,1@
6,750
6,2&
5,520
13.2
12.6
13.1
13.0
12.5
7.57 I r,sao7.26 | 1,uo7.s1 lr,soot.s1 I r,zto7.16 I t,lso
514466
450417
36s
300 x2@
3@x150
65.456.8
298294
201
200I8
14
12
18
18
83.3672.38
13,30011,300
1,900
1,@12.6
12.54.774.71
3.293.29
893771
1&9
160
36.7
32.O
300298
r50149
6.5
5.5II
13
13
46.78
40.807,210
6,320508
4212.4
12.4481
42467.7
59.3
2
8/9/2019 Tabel Profil Konstruksi Baja.pdf
21/68
Wide Flangre Shapes
lMrtr Seriee)-ContinuedSectionlndex Weight
Degth
Section(A)
FlangrWidth
(Bl
Thickness CornerRadius
( r)
Sectione
Area
I ruomenG?-1 lnertial- Radius of(,yrattoneb(t') m
Msdulirs ofSectionmm kg/m Ir I .tvI-cm.
3;88O
3,6503,3502.9N
lx ,Ym mm mm mm' cm2
104..7
92.1884.7082.06
56.24
cml
11,5@10,8@9,9308.790
6,120
Zx Zv
250x250
82.272.166.sil.4
2502502424
255250249252
14
I8
11
14
t413
It
t616
16
l6
cm cm cmr cml
10.5
r0.810.8
10.3
6.096.296.295.98
919867801
720
301292269233
250x175 4.1 24 175 7 11 16 984
294
2ss
10.4 4.18 502 113t
250 x 125 29.625.7
zso24
125
1246
5II
12
1237.66
l
32.68 I4,O50
3,540ro.4
10.4
2.79
2.79
324
28s
47.O
41.1
2082@2@
2022U200
10
12
8
16
12
12
13
13
13
83.6971.5363.53
6,5304.9804,720
2,2@1,7@1,6@
8.838.358.62
5.134.885.02
628498472
218187
r60200 x 150 30.6 194 150 6 I l3 39.O1 2,690 507 8.30 3.61 277 67.6200 x too 21.3
18.22@198
r@99
5.5
4.58
7
11
11
27.1623.18
1,8N1,580
r34114
8.248.26
2.222.21
184160
26.823.0
175xr75 Q.2 175 175 7.5 1t 12 51.21 2,880984 7.50 4.38 330 112
175xt25 23.3 169 125 5.5 I 12 29.65
23.U
1.530 261 7.18 2.97 t8r 41.8t75x 90 18.1 175 90 5 8 I 1.210 97.5 7.26 2.06 139 21.7150 x 150 31.5 150 150 7 10 1t &.14 1,6@ 563 6.39 3.75 219 75.1r50x 100 21.1 r48 1@ 6 9 l1 26.84
r 7.85
1,O20
666
151 6.17 2.37 138 30.1150x 75 14.0 150 75 5 7 I 49.5 6.t r 1.86 88.8 13.2t25 x 125 23.8 125 125 6.5 9 10 30.3t
r6.84
847
413
293 5.29 3.11 r36 47.Ot25x 80 13.2 125 80 6 I j
lo
29.2 4.95 1.32 86.1 9.73l00x 100 17.2 1@ 100 6 I 2r.90
1 1.85
383
187
134 4.18 2.47 76.5 2e.7t00x 50 9.30 100 s0 5 7 8 14.8 3.98 1.12 37.5 5.91
2
8/9/2019 Tabel Profil Konstruksi Baja.pdf
22/68
I
8/9/2019 Tabel Profil Konstruksi Baja.pdf
23/68
Structural Tees
(lnch Serbsl
Sectionlndex
weisht i D??thTce
Areaof
Ser:tinEI
StemThicknessbs/ft kg/m m mm in2 ,sIn Thickness
STlSa18 x 16-1/2
150
140
130
122.5
115
223.2
208.3193.5
182.3
171 1
18.36
18.25
18.12
r8.0317.94
466444460458456
44.O9
41.1638 28360133 86
284.5
265.5247 0
232 3218 s
16.655
1659516.555
16.512
16 475
grn
423422421
419418
tn mm tn mm
1.680
1.570
1.401.350
1.260
42.6.7
39.8836 s834.2932.OO
o.9450.885o.845o.802o.765
ST18b18x12
97
91
8580
7567.5
144.4
135.4
126.5
1 19.1
111.6
roo.5
18.24
18.16
18.O8
18.OO
17.92
17.78
40346,l459457455452
28.s6267724.9923.54220819.8s
184 3172.7
161.2
r5t.9142.5128.1
227.5208.8189.7
12.117
12.O72
12.027
12.00011 .9721 1.945
30830730s
305304303
1.2601.180
1.100
r.020o.940o.794
32.OO
29.9727.94
25.9r23.8820.17
o.770o.725o.680o.653o.625o.598
19.56
18.42
17.27
16.59
r 5.8815.19
ST16a16-1/2 x 15-3/
120110
100
178.6
163.7
r48.8
r 6.7516.63
16.50
425422419
35.2632.36?9.40
15.865
15.810
31 1.565
1 1.535
1 1.510
11.484
403402400
1.400
1.275r.150
35.5632.3929.21
o.830o.77s0.715
21.O819.69
18.16
ST16b16-1/2x11_1/2
76
70.5
65
59
1 13.1
r04.996.7387.80
1 6.7516.66
16.55
16.43
4254234204t7
22.3520.7619.13
17.36
144.2
133.9
123.4
112.A
294293292292
1.o55
o.960o.855
o.738
26.8024.3821.72
18.74
o.6350.60s0.580
o.554
16.13
15.37
14.73
14.O7
STl5a15x15
105
9586
156.3
141.4
r 28.O
r 5.19r5.0614.94
386383379
30.8927.9525.32
r 99.3
180.3
t 63.4
1s.r051504014.985
384 I t.er s382 I r.,ru38t I , ous
33.40f o.77sl ro.os30.tof o.zrol ,e.og27.os f o.oss I ,0.*
srl5b15xlo-t/2
6662586449.5
98.2292.2786.31
80.3673.66
t5.t5r5.08r5.oo14.91
14.82
t9.4t18.22
l7.O?r5.88t4.56
38538338r379376
125.2
r t7.5l to.tt02.583.9
ro.55110.521
10.5m10.48410.458
2682672e7266266
25.Q23.8221.59r9.3017.o2
30.2327.31
24.77
o.0r5o.s85o.564o.s4go.522
15.62
14.80
r4.33r3.92r3.26
STl3a13-'.t/2x14
88.58072.5
13t.7119.1107.9
t3.655t3.5413.44 E
26.0523.62
21.34
t68.1l5r.7137.7
14.09014.02313.96s
3s835635s
1.1901.O75
o.975
o.725o.6s8o.6@
18.42
16.71
15.24
sTl3b1}^1/2x10
575r4742
84.8375.90 I6e.s4 I625o
I
13.64r3.535r3.45513.35
348344u2339
1e.77
t5.olr3.8:tt23A
t08.296.889.279.7
10.070ro.ot89.9909.983
2562*2il253
0.932o.827o.7470.836
23.6721.O1
18.9718.15
0.570o.5t8o.490O.tl63
t4.tl813.16
t2..[511.76
4
8/9/2019 Tabel Profil Konstruksi Baja.pdf
24/68
Section
lndex
WeightDep-th
otTee
Areaof
SectiocRange Stem
Thicknessidth Thickneeclbs/ft kg/m in mm in2 cmz rn mm tn mm in mm
ST12a12x14
8072.565
1 19.1
107.995.73
12.3612.24512.13
314311
308
23.5221.3119.1 1
151.8137.5123.3
14.O9',|
14.04314.000
358357356
1.r351.020
0.900
28.8325.9122.86
0.6560.6080.565
16.6615.M'14.35
STl2b12x12
605550
89.2981.8574.41
1 2.1 5512.O812.@
309307305
17.6416.1814.71
94.9
12.08812.U212.0@
307306305
0.930o.85so.775
23,6221.7219.89
0.5560.5100.1168
14.1212.951 1.89
STl2ct2 x9
4742
38g
69.9462.50
s6.5s50.60
12.1451zus11.95511.86
308306304301
13.81
12.351 1.18r0.oo
89.r79.7
,2.164.5
9.0619.0158.9858.961
2n229228228
o.8724.7720.6820.582
22.1519.61
't7.3214.78
o.5160.470o.440o.416
13.11
11.941 1.1810.57
ST 10a1O-1/2x 13
71
63.556
105.794.5083.34
10.7310.e210.50
273270267
20.8918.6716.48
134.8120.5106.3
1 3.1 3213.06113 000
334332330
1.O95
0.985o.865
27.8125.O2
21.97
0.6590.5880.527
16.7414.9413.39
STIOb1O-1/2x9
4841
71.4361.O1
10.5710.4:l
26826s
14.11
12.O5
91.O
77.79.O388.962
zfi228
o.9350.795
23.7520.19
0.5750.499
14.61
12.67
STIOcl0-1/2xB-l/4
36.5
343127.6
54.32
50.6046.1340.92
10.02
r0.6,10.4151o.tto
210
268247?u
10.73
10.o19.128.09
69.2
64.658.9522
8.295
8.2708.2Q8.215
211
210209209
o.7&
o.88s0.615o.522
18.80
17.&15.6213.26
o.455
0.4300.4000.375
1 1.56
10.9210,16
9.52
ST9a9x1jt-3/4
5752.548
84.8378.1 371.43
9.249.169.08
23523323r
16.7'15.4314.11
108.2
98.69t.o
I 1.83311.792r 1.750
301300298
o.9910.911o.831
25.1723.1421 .11
0.5950.5540.512
15.1 1
14.O7
13 00
sT9bI x8-3/4
42.5
38.53532
63.2557.2952.0847.42
233231229227
12.4S)
11.32r0.28
9.tl()
80.673.O
e8.360.6
8.8388.7878.7508.7t5
224223222221
0.911o.8310.751o.886
23.1421.1119.0817.42
0.526o.475o.€80.403
13.3612.O7
1 1.1310.24
STOc9x7-1/2
3027.62622.5
u.u&.9237.2033./A
9.1259.009.008.93
2322n229227
8.828.097.350.62
56.952.247.442.7
7.5587.5327.5m7.477
192t9tl9t190
o.0950.630o.5700.499
17.65
r6.m14./18
12.67
0.4160.3900.3580.335
r0.579.919.098.51
STSa
I x11-1/2484
71.4365.48
8.168.08
233231
14.1I12.95
9r.o83.5
11.5331r.502
293292
o.8750.795
22.2320.19
0.53s0.504
13.59r2.80
25
8/9/2019 Tabel Profil Konstruksi Baja.pdf
25/68
Structural Teeslnch Serbsl-Continued
Section
lndex
WeightDegth
Tee
Areaof
SectionFlange
ffiStem
Thicknesslbs/ft kg/m tn mm in2 cm2 rn mm tn mm tn mm
STSb
8x8-1/2
393s.532
29
58.0452.8347.62
43.1 6
8.168.O8
8.OO
7.93
233231
203201
1 1.46
10.43
9.408.52
73.967.3
60.6
55.0
8.5868.543
8.5008.464
218217
216215
o.8750.795o.715
o.645
22.2320.1918.16
16.38
o.5.29
0.486
o.443o.N7
13.412.34
11.25
10.34
STSc
8x7
2522.5
2018
37.2033.48
29.7626.79
8.1258.068.007.93
206205
203201
7.35
6.62s.885.30
47.442.7
37.9
v.2
7.O73
7.O39
7.O00
6.992
180
179
178178
o.628o.563
0.503o.428
15.95
14.30
12.78
10.87
0.3800.346o.307o.299
9.658.797.807.59
sTSd8 x$.1/28
15.5
13
x.o119.35
7.927.83
201
199
4.56
3.8329.4
24.7
s.525
5.5001@
140o.M2o.345
11.23
8.76o.2750.250
6.99
6.35
STTa
7x16
105.5
101
96.592
8883.5
7975
71
157.0150.3
143.6136.9
131.O
124.3
117.6111.6
105.7
7.8757.8157.75
7.69
7.6257.56
7.507.447.375
200199
197
195
194
192
191189
187
31.O4
29.70
28.3627.O4
25.87
24.55
23.2422.O4
20.92
200.3
19t.6183.0
174.5
166.9
158.4
149.9142.2
135.O
15.80015.75015.7'tO
1s.660
15.64015.600
15.5501 5.51 5
15.s00
401
400399
398397396
395394394
1.563
1.503
1.438
1.378
1 .313
1.248
1 .1881 .128
1.063
39.7038.1836.53
3s.0033.3531.70
30.1828.6527.OO
o.9800.930o.8900.840o.8200.780
o.730o.69s0.680
24.8923.6222.61
21.y+20.8319.81
18.5417.65
17.27
STTb7 x1+1/2
68
63.559.555.5
51.547.5
43.5
101.2
94.50
88.5582.5976.6470.69
64.74
7.3757.31
7.25
7.r 85
7.1257.067.00
187
186
184
182181
179
178
19.99
18.67
17.49
16.33
15.r313.97
12.78
129.O
125.O
112.8
105.4
97.690.1
82.s
14.7N14.69014.65014.620
14.575
14.54514.500
374373
372371
370369
368
1.063
0.998o.938o.8730.813
o.780.688
17.8
o.6600.610
0.570O.5rlo
o.4950.465
o.420
16.76
15.49
14.813.72
12.57
11.81
r0.67
STTc7 x12
42
3962.5058.O4
7.09
7.03
180
179
12.36
1'.t .47
79.7
74.O
12.O23
12.OOO
305305
o.7780.718
19.76
18.24
o.451
o.4281 1.46
10.87
sTTd7x10
37
3430.5
55.0650.6045.39
7.0957.03
6.955
180
179
177
10.88
10.@
8.97
70.2
64.5
57.9
10.o7210.040
10.ooo
256
255
2*
0.783o.718
0.643
19.89
18.2416.33
0.450o.418
o.378
t 1.tl(l10.02
9.80
8/9/2019 Tabel Profil Konstruksi Baja.pdf
26/68
Section
lndex
WeightDegth
Tee
Areaof
Section
Flange StemThicknessidth Thickness
lbs/ft kglm tn mm in2 cm2 tn mm tn mm 1n mm
STTe7x8
26.52421.5
39.4435.7232.00
6.976.9056.84
177175174
7.797.066.32
50.345.540.8
8.0628.0318.OOO
2052U203
0.6580.5930.528
16.7115.0613.41
o.3700.339o.308
9.408.617.82
sTTf7 x6-3/4
1917
15
28.2825.3022.32
7.067.W6.93
179178176
5.595.004.41
36.132.328.5
6.7766.7506.733
172171171
0.513o.453o.383
13.O3
1 1.51
9.73
o.313o.287o.270
7.957.296.86
STTg7 XsB
1311
19.3516.37
6.956.86
177174
3.833.24
24.720.9
5.O255.OOO
128127
0.418o.335
10.628.51
0.255o.230
6.485.84
STTh7 x4B 8.6 12.80 7.OO 178 2.53 16.3 4.000 102 o.272 6.91 0.210 s.33
STGa6x12
9580.566.5605349.54642.5
39.53632.5
141.41 19.898.9689.2978.8773.6668.4663.25
58.7853.578.37
7.196.946.696.566.446.3756.3r6.25
6.196.1256.06
183176170167164162160159
157156154
27.9323.6919.5617.6515.5914.*13.5312.491
r.6110.589.55
180.2152.8'126.2
1 13.9100.6
93.887.380.6
74.968.361.6
12.67012.51512.3651232012.230r2.19012.15512.105
12.08012.W12.OO0
3223183143133113r0309307
307306305
1.7361.4861.2361.106o.986o.921o.856o.796
0.7360.671o.606
4.O937.7431.3928.O9
25.U23.3921.7420.22
18.6917.U15.39
1.060o.9050.755o.710o.620o.580o.5450.495
0.470o.430o.390
26.9222.9919.1818.O3
15.7514.7313.8412.57
11.9110.929.9r
ST6b6x10
2926.5
43.1639.44
6.O956.O3
155153
8.537.80
55.O
50.310.o1410.000
254zil
0.6410.576
16.2814.63
o.3590.345
9.128.76
STGc6x8
2522.520
37.2033.4829.78
6.O958.O35.97
155153152
7.366.62s.89
47.542.738.0
8.O77LO428.000
2052U203
o.il1o.576o.5r6
16.2814.6313.11
o.371o.336o.294
9.428.537.47
ST6d6x6-1/2
18
15.513.5
28.79
23.4720.09
6.12
6.O455.98
155
1il152
5.29
4.563.99
34.1
29.425.7
8.565
6.5256.5@
167
r66165
o.m0.4650.400
13.721 1.8110.16
o.305
0.265o.2N
7.75
6.736.10
ST6e6 X4B
11
9.58.25
16.3714.1412.28
6.r66.086.00
156154152
3.242.812.43
20.918.1
15.7
4.O304.O104.000
102102102
o.424o.3490.269
10.778.866.83
0.260o.2No.230
8.606.105.84
ST6f6 x4J 7.@ 10.42 5.96 151 2.O7 13.4 3.970 101 o.n4 s.69 o.200 5.84
8/9/2019 Tabel Profil Konstruksi Baja.pdf
27/68
Strustural Tees(lnch Ser&rs)-Continued
Section
lndex Iw",nn,
Deothdf
Tee
Areaof
Section
FlangeStem
Thicknessin mm
Width Th ;knesslr. lbs/ft I ko/m Irn mm
14514113813s133132130129127
in2 cmz in mm tn
STSa5x10
56504.538.53633302724.5
83.3474.4166.2257.2953.5749.1144.6440.1836.46
5.695.s65.45.315.255.195.1255.065.@
16.4614.7213.091 1.3310.599.708.837.947.20
106.295.O84.573.168.362.657.051.246.5
10.41510.34510.27510.1eq10.17010.1 1710.07510.02810.ooo
2652632612592582572s6255245
1.281.1 180.9980.8680.808o.748o.6830.6180.558
31.7028.N25.3522.O520.5219.OO17.3515.7014.17
o.7550.6850.615o.535o.510o.457o.415o.368o.340
19.1817.N15.6213.5912.951r.6110.549.358.64
STSb
5x8
22.5
19.516.5
33.48
29.O224.55
5.O6
4.974.875
129
126124
6.62
5.744.85
42.7
37.031.3
8.O22
7.9907.964
2M203202
0.618o.528o.433
15.7013.4111.OO
o.3s0o.318o.292
8.898.087.42
ST5c5 x5-3/4
14.5'12.510.5
21.5818.6015.63
5.115.O44.95
130128126
4.273.673.10
27.523.720.o
5.7995.7625.7sO
147146't46
0.500o.4300.3zto
12.7010.928.64
o.289o.252o_2N
7.U6.406.10
STSd5 X4B
9.508.507.50
14.1412.651 1.16
5.135.065.OO
130129127
2.802.492.20
18.116.114.2
4.O204.0104.000
102102102
o.3940.329o.269
10.o18.366.83
o.250o.2&0.230
6.356.105.84
ST5e5 X4J 5.75 8.557 4.94 125 1.69 I 10.9 3.950 100 o.204 5.18 o.180 4.57
ST4a4x8
33.529242017.515.5
49.8s43.1635.7229.7626.O423.O7
4.504.3754.254.1254.064.OO
114111108105103102
9.858.537.065.885.154.56
63.555.O45.537.933.229.4
8.2878.2228.1178.O778.O278.OOO
2102092062052U203
0.933o.808o.683o.558o.493o.433
23.7020.s217.3514.1712.521 1.OO
o.575o.510o.4050.365o.3150.288
14.6112.9510.299.278.OO7.32
ST4b4x6-1/2
14't2
20.8317.86
4.033.965
102101
4.113.53
26.522.8
6.5406.500
166165
o.463o.398
1 1.7610.11
o.285o.245
7.246.22
ST4c4x5-1/4
108.5
14.8812.65
4.O74.OO
103102
2.942.50
19.016.1
s.2685.250
134133
o.378o.308
9.607.82
o.2480.230
ri.305.84
ST4d4x4B 7.506.501 1.169.673
4.064.00
103102
2.221.91
14.312.3
4.0154.O00
102102
0.314o.254
7.986.45
o.2450.230
6.225.84
ST4e4x4J 5.00 7.441 3.95 100 1.48 9.5 3.940 1@ o.2u 5.18 o.170 4.32ST3a3 x4B
8.O06.OO
1 1.918.929
3.133.OO
8076
2.361.77
15.211.4
4.O304.COO
102102
0.404o.279
10.267.O9
o.2600.230
6.605.84
ST3b3 X4J 4.25 6.325 2.92 74 1.25 8.1 3.940 100 0.194 4.93 0.170 4.32
8
8/9/2019 Tabel Profil Konstruksi Baja.pdf
28/68
Structural Tees(Metric Serles|
Sectionlndex
WeightDeoth
dfSection
(A)
Flangewidth
(B)
Thickness CornerRadius Sectional
Area
Moment oflnertia
Radius ofGyration
Modulus ofSection
Centre ofGravityWeb
( tr)
''?[P'(r) Jx
Jy tx iy Zx Zv Cxmm kg/m mm mm mm mm mm cm2 cm{ cml cm cm cm3 cm3 cm
900 x300143122106
45645045
302300299
18
16
15
342823
28
2828
182.0
154.9
135.4
34,20029,[email protected]
7,8206,3105,140
13.7
13.7
13.9
6.566.396.16
997866790
5r8421
3M
11.3
1 1.3
1 1.6
800 x30012',1
105
9s.6
4c,4
400396
302300300
16
14
14
302622
222828
153.8
133.7
121.7
21,90018,80017,7@
6,9005,8604,960
1 1.9
1 1.9
12.1
6.706.626.38
705610593
457
391
331
9.41
9.189.66
700 x300
107
92.483.0
354
350346
302
300300
15
1313
28
2420
28
2828
136.8
't 17 .7105.7
14,2@
12,00011,300
6,W5,4104,510
'to.2
10.1
10.3
6.86
6.786.53
513
438425
426361
301
7.78
7.55
7.99
600 x30087.375.6
68.5
297294291
302300
300
14
12
12
23
2017
282828
111 .2
96.2487.24
7,920
6,7106,360
5,2904,510
3,830
8.48.3s8.54
6.906.8s6.63
339288
280
350301
256
6.33
6.O8
6.39
600 x300
67.O
59.8
52.847.3
306303
300298
202201
zffi199
13
12
11
10
232017
15
22
22
22
22
85.3376.24
67.21
60.23
73&6,570
5,810
5,190
1,590
1,360
1,'t40989
9.27
9.28
9.309.29
4.31
4.22
4.124.05
322292262236
157
135
114
99.4
7.79
7.79
7.U7.79
500 x30064.2
57.1
24241
300300
11
11
18
15
26
2681.7672.76
3,620
3.4204,060
3,3806.666.85
7.O7
6.82
184
178270225
4.664.92
500x20051.54.839.7
253
250
248
201
2@199
11
10g
19
16
't4
20
2020
65.65
57.12
50.64
3,670
3,2102,8N
1,290
1,O70
922
7.48
7.50
7.49
4.43
4.334.27
190169
150
128
107
92.6
5.9s
5.96
5.90
450 x30061.8s3.o
220217
300299
11
10
18
15
2424
78.69
67.522,680
2,3sO
4,060
3,3505.845.89
7.68
7.U149
133
270224
4.05
4.@
450 x20038.0
33.1
225223
2@199
I8
14
12
18
18
48.3842.15
2,1601,880
936790
6.68
6.67
124
r0993.6
79.45.15
5.10
4OC'X@C)
92207142116
249229214207
432417
&7N5
45
302018
70
50
3528
22
22
22
22
385.0264.3180.3
147.7
13,2007,47A4,380
3,620
47,10030,20019,700
15,500
5.87
5.32
4.93
4.95
1 1.1
10.7
10.4
10.2
706414250
213
2,1801,450
967766
6.134.85
3.90
3.68
29
8/9/2019 Tabel Profil Konstruksi Baja.pdf
29/68
Structtrral Tees
( Metric Series)- ContinuedSection
lndex Weightot?*
Section(A)
Flangewidth
(B)
Thickness CornerRadius
(r)
Sectional
Area
Moment oflnertia
Radius ofGyration
Modulus ofSection
Centre olGravityeb
(t,)t'ilP'
Jx Jy tx iy Zx Zy Crmm kglm mm mm mm mm mm cm2 cml cmr cm cm cm3 cm3 cm
400 x400
r0098.4
8s.8
u.173.370.o
2032@2@197
197
194
403
408400405
398Q2
16
21
13
18
11
t5
2421
21
18
l815
22
22
22
2222
22
127.4125.3
109.3107.2
93.41
89.23
3,qso3,6sO
2,4@3,O50
2,O50
2.&t
r3,10011,900
11,200
9,9809,460
8,130
4.92
5.40
4.76
5.344.685.27
10.0
9.7510.r
9.6510.r
9.54
184
229147
193
123158
650584560493
475404
3.51
4.O7
3.21
3.893.Ol
3.70
400 x30053.447.1
195
193
3@299
10
I
16
14
2222
67.98
60.05
1,730
1,530
3,6@
3,120
s.05
5.O4
7.28
7.21
108
95.5
2N
209
3.41
3.33
4@ x20033.O
28.3200198
200
199
8
7
13
11
16
16
42.06
36.08
1,400
1,190868
7235.76s.76
4.54
4.888.676.4
86.872.7
4.23
4.17
350 x350
79.377.9
68.2
6s.457.3
53.1
178175
175
172
172169
352
3573so3il348351
14
19
12
16
10
13
2219
19
16
16
13
2020
20
20
20
20
101.O
99.19
86.9r83.32
73.OO
67.63
1,820
2,2@1,5201,800
1,230
1,420
8,000
7,2206,7905,920
5,6204,690
4.25
4.71
4.18.
4.65
4.11
4.59
8.90
8.s38.848.43
8.78
8.33
124158
1@131
u.7104
455M38833s323267
3.05
3.592.86
3.402.67
3.21
35O x25O39.834.6
170168
250
249I8
14
12
2020
50.76M.O8
1,O20
881
1,8301.540
4.N4/;7
73.r64.O
146
1243.093.O2
350x17524.8
20.7
175
173175
174
7
6
11
9
14
14
31.57
26.U815
679492396
s.08
5.083.95
3.8859.350.o
56.245.5
3.75
3.71
300 x300
52.952.947.O
/ldl.5
42.3
152150150
149
147
301
305300299
{2
11
15
10
9
12
17
15
15
14
12
18
18
18
1.8
18
67.41
67.39
s9.89
55.40
53.83
903
4,110798715
858
3.8703,550
3,380
3,1202,7@
3.664.05
3.65
3.s93.99
7.577.267.51
7.517.16
71.+
92.5
63.7
57.072.3
257
233225
209183
2.5s
3.O3
2.47
2.362.U
300 x20032.7
28.4
149
147
201
269
8
14
12
18
t841.68
36.19662
572949802
3.99
3.97
4.77
4.71
55.2
8.294.4
80.22.9r
2.83
3@ x 15018.4
r6.0150
149150
14 t6.5
5.5
98
13
13
23 3920.N
4il393
2*221
4.45
4.393.29
3.29
40.0
33.833.8
29.7
3.41
3.26
30
8/9/2019 Tabel Profil Konstruksi Baja.pdf
30/68
Sectionlndex
WcightD"pftt
Section(A)
FlangeWidth
(B)
Thickness Corn e rRadius
(r)
SectionaArea
Mornent oflnertia
Radius ofGyration
Modulus ofSection
CentreGraviWeb
(t,)t'ilP"
Jx Jv lx tY Zx ZY Crmm kg/m mm mm mm mm mm cm2 cm. cmr cm cm cm cml cm
250x250
41.1
38.233.232.2
125125t24122
255250249252
14
9I
11
14
14
13
t1
16
16
16
16
52.Utt6.O9
42.3541.O3
s8941236445
1,940
1,820
1,670
1.470
3.362.99
2.93
3.29
6.096.296.39s.98
59.439.s34.945.3
152
146134117
2.582.O8
1.98
2.39
250 x 175 22.1 122 175 7 11 16 28.12 289 492 3.20 4.18 29.1 56.3 2.27
250 x 12514.8
12.8t25124
125124
65
I8
12
12
18.8316.34
282@
147
1273.633.57
2.792.79
25.621.3
23.520.5
2.782.63
200x20032.828.1
24.9
104100
100
2o.2
2U2@
10
12
8
16
12
12
13
13
13
41.8535.7731.77
2512s6184
1,1m85t801
2.45
2.67
2.41
5.134.885.02
29.532.422.3
109
83.480.1
1.91
2.O9
1.73
2m x 150 15.3 97 150 6 I 13 19.51 125 2* 2.53 3.81 r5.8 33.8 1.79
200 x [email protected]
9.10r00
9910099
5.54.5
I7
11
11
r3.5811.59
11493.8
67.056.8
2.902.U
2.222.21
14.8
12.1
13.41 1.5
2.292.14
175x175 20.1 87.5 175 7.5 11 12 25.61 r15 N2 2.12 4.38 15.9 56.2 1.55
175x125 r 1.6 84.5 125 5.5 I 12 14.83 74.1 131 2-24 2.97 10.9 20.9 1.63
175x 90 9.O5 87.5 90 5 I I r 1.52 70..7 8.7 2.8 2.06 10.4 ro.8 1.93
150x 150 15.8 75 150 7 10 tt 20.o7 66.4 282 r.82 3.7s 10.8 37.6 r.37
150 x too 10.5 74 1@ I 9 1l 13.42 51.7 75.3 1.96 2.37 8.84 15.1 1.55
150x 75 7.O1 75 75 5 7 8 8.925 42.8 24.1 2.18 1.66 7.46 6.59 1.79
125 x 125 11.9 62.5 125 0.5 I 10 15.16 35.O 147 1.52 3.11 6.91 23.5 1.19
125x 60 6.61 62.5 60 6 8 I 8.418 27.5 14.6 1.81 1.32 5.96 4.86 1.64
100 x 1@ 8.@ 50 l@ 6 I 10 10.95 18.1 86.9 1.21 2.47 4.O3 13.4 1.@
100x 50 4.65 50 50 5 7 I 5.925 11.8 7.3( 1.41 1.12 3.18 2.98 1.28
8/9/2019 Tabel Profil Konstruksi Baja.pdf
31/68
Profil Kand
Luastampang Berat
Pusattitik
berat
Momen lnertiacm4
Jari-jari lnertiacm
Modulus tampangcm3
AxBxtlxt2 cr# kg/m cm lx ly lx ry Zx Zy
75x40x5x7100x50x5x7,5125x65xOxB
B,B1B
11,92
17.11
6,929,36
13,4
1,271,551,94
75,9189
425
12,426,965.5
2,933,984.99
1,191,501.96
20,2Jt,o68,0
4,317,82
14,4150x75x6,5x10150x75x9x12,5180x75x7x10,b
23,71
30,5927,20
18,624,021.4
2,31
2,31
2.15
BM1.0501,380
122
147
137
6,045,867,13
2,272,192,24
115
140154
23,628,3
25a200x70x7x10200 x B0 x 7,5 x't1200x90x8xi3,5
26,9231,3338,63
21,1
24,630,3
1,852,242,77
1,6201,9502,490
113
177
286
7,777,898.03
2,042,382.72
162195
249250x90x9x13250 x 90 x 11 x 14,b300x90x9x13
44,07
51,1748.57
34,6
40,238.1
2,42
2,392.23
4,1804,690
6,440
306
342326
9,749,57
1 1,5
2,642,58
2,59
335
375 .42e i
300x90x10x15,5j:oot9ox12x16380x100x10,5x16
55,7461,9069.39
43,848,654,5
2,332,252,41
7,4007,870
14,500
313391
557
1 1,5
11,314,5
2,592,51
2.83
494525762
3E0x100x13x20 85,71 67,3 2,50 17,600 671 14,3 2,80 924
32
8/9/2019 Tabel Profil Konstruksi Baja.pdf
32/68
-i
Prcfi Sik
B
Luastampang
cm2
Berat
kg/m
Pusattitik
beratCx=Cy
cm
Momen lnertia Jari-Jari lnertia ModulutampangZx=Zy
cm
lx=ly
cm
max.lx
cm4
min.ly
cm4
tx=ty
cm
max,rx
cm
mrn.ry
cmxBxt,40x40x340x40x545x45x4
2.3363.7553.492
1,832,952,14
1,091 ,171,24
3,535,426.50
5,608,59
10.3
1,452,252,69
1,231,201.36
1,551,51
1,72
0,790,770.88
1,21
1,91
2,00
50x50x450x50x660x60x460x60x565x65x6
3.892
5.W4.6925.8027.527
3,064,43
3,684,555.91
1,37
1,441,61
1,66
1,81
9.0612,6
16,0
19,6
29,4
14,4
20,025,4
31,246,6
3,745,24
6,628,06
12,1
1,531,50
1,851,84
1,98
1,92
1,BB
2,332,32
2,49
0,98
0,961,191,18
1.27
2,493,553,66
4,526.27
65x65xB75x75x675x75x9
9 7618.727
12.69
7,66
6,859,96
1,BB
2,062,11
36,846,1
64,4
58,373,2
102
15,3
19,026,7
1,942,30
2,25
2,M2,902.84
1,25
1,47
1.45
7,97
8,4712.1
Top Related