Tabel Profil Konstruksi Baja

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Tabel Profil Konstruksi Baja
028050
O Kanisius 1988
PENERBIT KANtstUS (Anggota tKApt)
Jl. Cempaka 9, Deresan, yogyakarta 552g1
Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349
Kotak Pos 1 12SNk, yogyakarta 55011
Cetakan pertama 1988
Cetakan kedua 1g8g
Cetakan ketiga 1gg0
Cetakan keempat l ggo
Cetakan kelima 1991
Cetakan keenam 1gg2
Cetakan ketujuh 1gg3
tsBN 979-413-158-X
Hak Clpta dllindungi Undang-undang.
Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi,
tanpa izin tertulis dari penerbit.
Dicalak oleh percslakan Kanisius yogyakarta

KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe-
rapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakan
lagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/
DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomis
yaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itu
kami berusaha menyusun "Tabel Profil Konstruksi Baja" yang men-
cantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan
"Engineering Conversion Factors" dan beberapa tabel lain. Kami
harap buku ini dapat berguna bagi para teknisi bangunan dan maha-
siswa teknik, baik sipil maupun arsitektur.
Buku ini kami susun berdasarkan buku Steel Design Manual,
American lnstitute of Steel Counstruction {AISC), New York, 1983
dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dan
diktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas Gadjah
Mada, antara 1973 - 1980.
Akhirnya kami ucapkan terima kasih kepada semua pihak yang
telah membantu penerbitan buku, khususnya Bapak lr. Morisco (Uni-
versitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Tri-
sakti), yang telah memberikan banyak petunjuk dan saran. Semula
buku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sa-
rana Cipta.
Yogyakarta, Desember 1 987
Penyusun
3

DAFTAR ISI
Kata Pengant ar
Daftar lsi
Wide Flange Shapes (lnch.series)
Light Beams and Joists (lnch Series)
H Bearing Piles (lnch Series)
Wide Flange Shapes (Metric Series)
Structural Tees (lnch Series)
Structural Tees (Metric Series)
3
5
6
16
18
20
24
29
32
33
34
36
40
M
47
I
4S)
50
52
il
56
56
57
60
66
68
Profil Kanal
Profil Siku
Baja Kanal
Baja siku-siku samakaki
Baja siku-siku tidak samakaki
Tegangan-tegangan yang diizinkan menurut N 105b
Gaya-pikul (kekuatan menahan) paku-paku keling
Daftar Koefisien Tekuk rr.r untuk Baja Fe 360
R u mus-rumus untuk menentukan/ menghitu ng
penampang batang-batang baja yang ditekan :
[-ight Lip Channels
rtight Channel
f-{ollow Structural Tubings (mm Size)
Lip Channels in back to back arrangement
-ip Channels in front to front arrangement
Elastic Design Euler Stress Values F'e f or Compression Members
D astic Design Selection Tables
Engineering Conversion Factors
I 'cular Hollow Sections .

Sizes and Section Properties
Wide Flange Shapes
(lnch Serbs)
1
:
I
I
I
a
J
I
I
a
€
€
c
4
2
Section
lndex
Wdght
Deoth of
Sriction
(A)
Flanoe
widlh
(B)
Web
Thickness
(t, )
Flanoe
Thickfiess
' (tr)
Corner
Radius
Sectional
Area
lbs/ft kglm tn mm 1n mm rn mm tn mm rn mm in2 cmz
36'WF
36 x16-1/2
300
280
260
245
230
446.4
416.7
386.9
364.6
342.3
36.72
36.50
36.24
36.06
35.88
933
927
920
916
911
16.655
16.595
16 555
1 6.51 2
16.475
423
422
421
419
418
0 945
0.885
0.845
0.802
0.765
24.@
22.48
21.46
20.37
19.43
1.680
1.570
1.440
1.350
r.260
42.67
39.88
36.56
34.29
32.OO
1.O2
1.O2
1.O2
1.O2
1.O2
25.9
25.9 .
25.9
25.9
25.9
88.1 7
82.32
76.s6
72.O3
67.73
568.8
531 .1
493.9
467.7
437.O
36" WF
36x12
194
182
170
160
150
135
288 7
270.8
253.0
238.1
223.2
200.9
36.48
36.32
36.1 6
36.0O
35.84
35.5s
927
923
918
914
910
903
12.1 17
12.O72
12.O21
12.OOO
11 .972
1',I.945
308
307
305
305
304
303
o.770
o.725
o.680
o.653
o 625
0.598
19.56
18.42
17.27
16.59
15.88
1 5.19
'r.260
1 .180
1.100
1.020
0.940
o.794
32.00
29.97
27.94
25.91
23 88
20.17
0.80
0.80
0.80
0.80
0.80
0.80
20.3
20.3
20.3
20.3
203
20.3
57.1 1
53.54
49.98
47.O9
4.16
39.70
368.5
345.4
322.5
303.8
284.9
256.1
33"WF
33x15-3/4
240
220
200
357.2
327.4
297.6
33.50
33.25
33.OO
851
845
838
15.865
1 5.810
'r5.750
403
402
400
0.830
o.775
0.7i5
21 08
19.69
18.16
1.400
1.275
1.150
35.56
32.39
29.21
0.96
0.96
0.96
24.4
24.4
24.4
70.52
64.73
58.79
455.0
417.6
379.3
33' WF
33x11-1/2
152
141
130
118
226.2
209.8
193.5
175.6
33.50
33.31
33.1 0
32.86
851
846
841
835
1 1.565
1 1.535
1 1.510
11 .484
294
293
292
292
0.635
0.60s
0.580
a
0.554
16.13
15.37
'14.73
14.O7
1.055
0.960
0.8s5
o.738
26.80
24.38
21.72
18.74
0.75
0.75
0.75
o.75
19.O
19.O
19.O
19.0
4l.71
41.51
38.26
34.71
288.5
267.8
246.8
223.9
30'wF
30x15
210
19Q
172
312.5
2828
256.0
30.38
30.r2
29.88
772
765
759
1 5.1 05
15.040
14.985
384
382
381
o.775
0.710
0.65s
19.69
18.03
16.64
1.315
't .1 85
1.065
33.40
30.ro
27.O5
o.91
o.9r
o.91
23.1
23.1
23.1
61.78
55.90
50.65
398.6
360.6
326.8
30'wF
*x1O-1/2
132
124
116
108
99
196.4
184.5
172.4
r60.7
147.3
30.30
30.16
30.00
29.82
29.U
770
-766
762
757
753
10.551
10.521
10.500
10.484
10.458
268
267
267
266
266
0.615
0.s85
o.564
0.548
o.522
15.62
14.86
14.33
13.92
13.26
1.000
0.930
o.8so
0.760
0.670
25.N
23.62
21.59
19.30
17.O2
o.70
o.70
o.70
o.70
0.70
17.8
17.8
17.8
17.8
r 7.8
38.83
36.45
34.r3
31.77
29.11
250.5
235.2
220.2
205.0
187.8
27'WF
27 x14
177
160
145
263.4
238.1
215.8
27.31
2t.o8
26.88
694
688
683
14.090
14.023
13.965
358
356
355
o.725
o.658
0.600
18.42
16.71
15.24
1.190
1.O75
o.975
30.23
27.31
24.77
o.86
o.86
o.86
21.8
21.8
21.8
52.10
47.O4
42.68
336.1
303.5
275.4
27' WF
27 x10
114
102
91
u
t
169.7
151.8
139.9
125.O
27.28
27.O7
26.91
26.69
693
688
684
678
10.070
10.018
9.990
9.963
256
254
zil
253
o.570
o.518
o.490
o.403
14.48
13.16
12.45
1 1.76
0.932
o.827
o.747
o.636
23.67
2r.01
18.97
16.15
o.64
0.64
o.64
o.64
r6.2
16.2
18.2
r6.2
33.53
30.o1
27.65
24.71
218.3
193.6
178.4
159.4
6

Moment of lnertia Radius of Gyration Modulus of Section
Section
lndex
Jx Jv x tY Zx Zy
in. cml in. cml 1n cm tn cm inr cm3 in3 cm3
20,290.2
18,819.3
17,233.8
16,092.2
14,988.4
844,600
783,rtOO
717,NO
669,900
623,900
1,225.2
1,127.5
1.020.6
9M.7
870.9
46,730
46,320
45,880
45,560
45,250
15.17
1 5.12
15.00
14.95
14.88
38.s3
38.40
38.1 0
37.97
37.80
3.73
3.70
3.65
3.62
3.59
9.47
9.40
9.27
9.19
9.12
1, I 05.1
1,031.2
951 .1
892.5
835.5
r 8,1 12.6
16,901.4
15,588.5
14.628.1
13.693.8
147 .1
135.9
123.3'
't14.4
105.7
2,410.9
2,227.4
2,O20.9
1,875.0
1,732.4
36'WF
36x1p-1/2
12,103.4
1 1,281.5
10,470.0
9,738.8
9,012.1
7,796.1
503,800
469,600
435,800
405,400
375,200
324,500
355.4
327.7
300.6
275.4
250.4
207.1
14,790
'r3,640
1 2,510
1 1,460
10,420
8,621
14.56
1452
14.47
14.38
14 29
14 01
36.98
36.88
36.75
36.s2
36.30
35 58
2.49
2.47
2.45
2.42
2.38
2.28
6.32
6.27
6.22
6.15
6.04
5.79
663.6
621.2
579.1
541.0
502.9
438.6
10,876,4
10,181.5
9.491.4
8,867.O
8,242.5
7,188.6
58.7
54.3
50.o
45.9
41.8
34.7
962.1
890.O
819.5
752.3
685.1
568.7
36' WF
36x12
' 3.585.1
'2.312.1
' 1.048.2
565,500
512,500
459,900
874.3
782.4
691.7
36,400
32,570
28.190
13.88
13.79
13 71
35.26
35.03
34.82
3.52
3.48
3.43
8.94
8.84
8.71
811.1
740.6
669.6
13,293.9
12,138.4
10,974.7
1',to.2
99.0
87.8
1.806.2
1,622.6
1,439.0
33" WF
33x15-3/4
3 147.6
7 M2.2
5,699 0
5 886.9
) 872.4
3 82s.9
: 891 .5
s39,200
309,800
278.900
245.100
256.1
229.7
201.4
170.3
10,660
9.562
8,384
7,089
13.50
13.39
13.23
13.02
34.29
34.O1
33.60
33.O7
2.39
2.35
2.29
2.22
6.07
5.97
5.82
5.64
486.4
446.8
4048
358.3
7,972.1
7,323.O
6,634.7
5,872.5
44.3
39.8
35.0
29.7
726.1
652.3
573.7
486.8
33" WF
33 x11-1/2
410,100
367.400
328.500
701 I
624.6
550 1
29,470
26,OOO
22,900
12 64
12.57
12 48
32.1 0
31 .93
3i.70
3.38
3.34
3.30
8.58
8.48
8.38
649.9
586.1
528 2
10,651 .9
9,606.2
8,657.2
93.7
83.1
73.4
1,535.7
1,362.O
1,203,0
30" wF
30 x'15
5 753.1
3 347.1
4 919.1
I 461.O
3 988.6
239,500
222,600
2@,800
185,700
166,000
185.O
169.7
153.2
1 35.1
1 16.9
7,701
7,064
6,377
5,624
4,866
12.17
12.11
12.OO
1 1.85
1 1.70
30.91
30,76
30.48
30.10
29.72
2.18
2.16
2.12
2.06
2.OO
5.54
5.49
5.38
5.23
5.08
379.7
354.6
327.9
299.2
269.1
6,223.3
5,81 1.9
5,374.3
4,903.9
4,410.5
35.1
32.3
29.2
25.8
22.4
575.3
529.4
478.6
422.9
367.1
30'WF
30 x 1G1/2
:-?qA
:- t1t)
I- aJ
280,1 00
2s0,500
225,400
518.9
458.O
406.9
21.600
19,060
16.940
1 1.36
1 1.31
11 .26
28.85
28.73
28.60
3.16
3.12
3.09
8.03
7.92
7.85
492.8
444.5
402.9
8,077.O
7,285.4
6,603.5
73.7
65.3
58.3
1,207.9
1,O70.3
955.5
27" WF
27 x14
40805 i 169,900
3 604 1 150,000
325671 rgO,OOO
:::33 117,600
149.6
129.5
1 1 5.',I
95.7
6,228
5,391
4,791
3,984
1 1.O3
10.96
10.87
10.69
28.O2
27.83
27.61
27.15
2.11
2.O8
2.O4
1.97
5.36
5.28
5.18
s.oo
299.2
266.3
242.8
211.7
4,903.9
4,364.7
3,979.5
3,469.8
29.7
25.9
23.O
19.2
486.8
424.5
377.O
314.7
27'WF
27 x10

I
Wide Flange Shapes
(lnch Soriosl- Contirrred
Section
lndex
Wdght
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t, )
Flanoe
Thicknless
(t,
Corner
Radius
Sectione
Area
lbs/ft kg,/m ln mm tn mm tn mm tn mm in mm in2 cFF
24 WF
24x14
160
r45
r30
238.1
215.8
r 93.5
24.72
24.49
24.25
628
622
616
14.091
14.043
14.OOO
3s8
357
356
0.6s6
0.608
0.565
16.66
15.44
14.35
1 .135
1.020
0.900
28.83
25.91
22.86
o.70
0.70
0.70
17.8
17.8
178
47.O4
42.62
38.21
303 :
27a:
245 1
24'WF
24x12
120
t10
r@
178.6
163.7
148.8
24.31
24j6
24.@
617
614
610
12.088
12.U2
12.OO0
&7
306
30s
o.556
o.510
0.468
14.12
12.95
1 1.89
o.930
o.855
o.775
23.62
21.72
19.69
o.70
o.70
0.70
17.8
17.8
17.8
35.29
32.36
29.4ir
227'
208 E
189 S
24'WF
24 x9
94
84
76
68
139.9
125.O
113.1
101.2
24.29
24.@
23.91
23.71
617
612
607
602
9.061
9.015
8.985
8.961
230
229
228
228
o.516
o.470
o.40
0.416
13.11
1 1.94
1 1.18
10.57
o.872
o.772
o.682
o.582
22.15
19.61
17.32
14.78
0.54
0.54
0.54
o.54
r3.8
13.8
13.8
13.8
27.63
24.71
22.37
20.00
r 78.3
159 .
144.3
r 29.C
21'WF
21 x13
142
127
1'.t2
2'-t 1.3
189.O
166.7
z'-t.46
21.24
21.0O
545
539
533
13.132
13.061
13.OOO
334
332
330
0.659
o.588
o.527
16.74
14.94
r 3.39
1.O95
o.985
o.86s
27.81
25.O2
21.97
0.65
0.65
o.65
r 6.5
16.5
16.5
41.76
37.y
32.93
269 4
2& -c
212 a
21',WF
21 x9
96
82
142.9
122.O
21.14
20.86
537
s30
9.038
8.962
230
228
0.575
0.499
14.61
12.67
o.935
o.795
23.75
20.1 I
o.65
o.6s
'r6.5
16.5
28.21
24.10
182.C
155.5
21' Vtr
21x*1/4
73
68
82
55
108.6
101.2
92.27
8r.85
21.24
21 .13
20.99
20.80
539
537
533
528
8.295
8.270
8.2n
8.215
z'.t 1
210
209
209
o.455
o.430
o.400
0.375
r 1.56
ro.92
10.16
9.52
o.7Q
o.685
0.615
o.522
18.m
17.q
15.62
13.26
Q.54
o.54
0.54
o.54
13.7
13.7
13.7
13.7
21.46
20.o2
18.23
r 6.18
138.5
r 29.2
117.6
104.4
18'WF
18x11-3/4
114
105
96
169.7
156.3
142.9
18.48
18.32
18.16
469
465
461
11.833
11 .792
1 1.750
301
300
298
0.59s
o.554
o.512
15.1 1
14.O7
13.OO
o.991
o.911
0.831
25.17
23.14
21 .11
o.60
o.60
o.60
15.2
15.2
15.2
33.51
30.86
28.22
216.2
1 99.1
1 82.1
18', WF
18x8-3/4
85
77
70
u
126.5
114.8
1@..2
95.24
r8.32
18.16
18.00
17.87
465
461
457
454
8.838
8.787
8.750
8.715
224
223
222
221
o.526
0.475
0.438
o.rrc3
13.36
12.O7
1 1.13
10.24
o.911
o.831
o.751
o.686
23.14
21.OO
19.O8
17.42
o.60
o.60
0.60
o.60
15.2
15.2
15.2
15.2
24.97
22.63
20.56
r8.s
101.1
146.0
132.6
121.3
18' WF
18x7-1/2
60
55
50
45
89.29
81.85
74.41
66.97
19.25
r8.12
18.00
17.86
4U
460
457
4il
7.558
7.532
7.500
7.477
192
191
191
190
0.416
o.390
o.358
o.335
10.57
9.91
9.09
8.51
o.695
0.630
o.570
0.499
17.65
16.00
14.48
12.67
o.43
o.43
0.43
0.43
10.9
ro.9
10.9
ro.9
17.84
r0.r9
14.71
13.24
r r3.8
to4.5
94.9
85.4
8
r-

LI-
{
a
r'
35
50
E5
1.7
t8
)-9
t3
)-a
i-3
o
1
9
5
0
5
t
I
D
l
)
Mornent of lnertia Radius of Gyration Modulus of Section
Jv ix ty Section
lhdex
in. cml
Zx Zy
in! cm3
tn cml tn cm tn cm in, cm3
5,1r0.3
4,561.O
4,O09.5
212,7@
189.900
166.900
492.6
434.3
375.2
20,510
18,080
15,620
10.42
10.34
10.24
26.47
26.26
26.O1
3.23
3.19
3.13
8.20
8.10
7.95
6.81
6.76
6.68
413.5
372.5
330.7
6,777.3
6,105.3
5,420.2
69.9
61 .8
53.6
1,145.7
1,012.9
878.5
24"WF
24x14
3,635.3
3.3r5.O
2.987.3
151,300
138,OOO
124,m
254.O
229.1
203.5
ro.570
9,537
8,471
10.15
10.12
10.o8
25.78
25.70
25.60
2.68
2.66
2.63
299.r
274.4
248.9
220.9
r96.3
175.4
1 53.1
4,90.2.2
4,497.4
4,O79.5
42.O
38.O
33.9
688.4
622.8
5s5.6
24'. WF
24x12
2,683.O
2,364.3
2,096.4
r,814.5
111,700
98,420
87,270
75.530
102.2
88.3
76.5
63.8
4,254
3,676
3,184
2,656
9.85
9.78
9.68
9.53
25.O2
24.84
24.59
24.2.1
1.92
1.89
1.85
1.79
4.88
4.80
4.70
4.55
3,620.6
3.217.4
2,874.8
2,590.3
22.6
19.6
17.O
14.2
370.4
321.2
278.6
232.7
24'. wF
24x9
3.403.1
3,O17.2
2.620.6
2.088.9
1.752.4
141,700
125,600
109.100
385.9
338.6
289.7
16,060
14,100
12.060
9.03
8.99
8.92
22.94
22.83
22.66
3.04
3.O1
2.96
7.72
7.64
7.52
317.2
284.1
249.6
5,1 98.9
4,656.4
4.O90.9
3.238.7
2.753.5
58.8
51 .8
44.6
963.7
849.0
731.O
21"
.,1
WF
x13
86,960
72,950
109.3
89.6
4,550
3,730
8.60
8.53
21.84
2'.1.67
1.97
't.93
5.OO
4.90
197.6
168.O
24.2
20.o
396.6
327.8
21" WF
21 xg
1.600.3
't,478.3
1,326.8
1,1&.7
66,620
6t,5@
55,230
47.490
66.2
60.4
53.1
4.O
2,756
2,514
2,210
1,832
8.64
8.59
8.53
8.&
21.94
21.82
21.67
21.34
1.76
1.74
1.71
1.65
4.47
4.42
4.34
4.19
r 50.7
139.9
126.4
109.7
2.470.O
2,293.O
2,O71.7
1,798.O
3,607.4
3,314.0
3,O22.3
16.0
14.6
12.9
10.7
262.2
239.3
211.4
175.4
21' WF
21x8-1/4
2.033.8
!.852.5
1,674.7
1.429.9
1,286.8
1.153.9
1,O45.8
84,660
77,120
69,710
255.6
231.O
206.8
10,640
9,616
8,609
7.79
7.75
7.70
19.79
19.68
19.56
2.76
2.73
2.71
7.O1
6.93
6.88
220.1
202.2
184.4
43.2
39.2
35.2
708.0
642.5
576.9
18" WF
18 x 11-3/4
59,520
53.570
48,O30
43,530
99.4
88.6
78.5
70.3
4,138
3,688
3,268
2,926
7.57
7.54
7.49
7.46
19.23
19.15
r9.o2
18.95
2.@
1.98
1.95
1.93
5.08
5.03
4.95
4.90
1 56.1
141.7
128.2
1 l7.O
2,558.s
2,322.5
2,101.2
1,917.6
22.5
20.2
17.9
l6.r
368.8
331.1
293.4
263.9
18'WF
18 x8-3/4
984.0
889.9
8@.6
704.s
40.960
37,UO
33.330
29,330
47.1
42.O
37.2
31.9
1,961
1,78
1,54t!
1,328
7.47
7.41
7.38
7.30
18.97
18.82
18.74
18.54
1.63
1.6r
I.59
1.55
4.'.14
4.O9
4.U
3.94
107.8
98.2
89.0
78.9
1,766.8
r,609.5
1,458.7
1,293.2
12.5
11.1
9.9
8.s
2U.9
181.9
162.3
139.3
18'WF
18x7-1/2
I

Wide Flange Shapes
llnch Serieo)-Continued
Section
lndex
Weight
Deoth of
Sriction
(A)
Flanoe
width
(B)
Web
Thickness
(t,i
Flanoe
Thickfress
( tz)
Corner
Radius
Sectional
Area
lbs/ft kglm tn mm 1n mrTt ln mm tn mm ln mm in2 cmr
16'WF
16x11-1/2
96
88
142.9
131.O
16.32
16.16
415
410
1 1.533
1 1.502
293
292
o.535
o.5@
13.59
12.80
o.875
o.795
22.23
20.1 I
0.60
o.60
15.2
15.2
28.22.
25.87
1 82.1
167.0
16'WF
16xB-1/2
78
71
64
58
116.1
105.7
95.24
86.31
16.32
16.16
16.00
15.86
415
410
406
403
8.586
8.543
8.500
8.464
2'..8
217
216
215
o.529
o.486
o.443
o.N7
13.M
12.34
11.25
10.34
0.875
o.795
0.715
o.645
22.23
20.19
18.16
16.38
0.60
0.60
o.60
0.60
15.2
15.2
15.2
15.2
2},02
20.86
18.80
't7.o4
147.9
134.6
121.3
109.9
16'wF
16 x7
50
45
N
36
74.41
66.97
59.53
53.57
16.25
16.12
16.00
15.85
413
/tOg
/tOo
403
7.O73
7.039
7.@O
6.992
180
179
178
178
0.380
0.346
0.307
0.299
9.65
8.79
7.80
7.59
o.628
o.563
o.503
o.428
15.95
14.30
12.78
10.87
0.43
o.43
0.43
o.43
10.9
10.9
10.9
10.9
14.70
13.24
11.77
10.59
94.8
85.4
75.9
68.3
14'WF
14x16
426
398
370
342
*3zo
314
287
264
246
237
228
219
211
202
193
184
176
167
158
150
142
634.O
592.3
550.6
s09.0
476.2
'467.3
427.1
392.9
366.1
352.7
339.3
325.9
314.0
300.6
287.2
273.8
261.9
248.5
235.1
223.2
2'.t't.3
18.69
18.31
't7.94
17.56
16.81
1'7.19
16.81
16.50
16.2s
16.12
16.00
15.87
15.75
15.63
15.50
15.38
15.25
15.12
15.OO
14.88
14.75
475
465
456
446
427
437
427
419
413
409
406
403
400
397
394
391
387
384
381
378
375
16.695
16.590
16.475
16.365
16.710
16235
1 6.1 30
16.025
15.945
15.9r O
15.865
15.825
15.800
15.750
15.710
15.660
15.640
15.600
15.550
15.515
15.500
424
421
418
416
424
412
410
407
405
404
403
402
401
400
399
398
397
396
39s
394
394
1.875
1.770
1.655
1.545
1.890
1 .415
1.310
1.205
1.125
1.090
1.O45
1.OO5
0.980
0.930
0.890
0.840
0.820
0.780
0.730
0.695
o 680
47.63
44.96
42.O4
39.24
48.O1
35.94
33.27
30.61
28.58
27.e9
26.54
25.53
24.89
23.62
22.61
21.34
20.83
19.81
18.54
17.65
17.27
3.O33
2.843
2.6s8
2.468
2.093
2.283
2.093
1.938
1 .813
1.748
1.688
1.623
1.563
1.503
1.438
1.378
1.313
1.248
1 ,188
1.128
1.063
77.O4
72.21
67.51
62.69
53.1 6
57.99
53.1 6
49.23
46.05
M.40
42.88
41.22
39.70
38.1 8
36.53
35.O0
33.35
31.70
30.1 I
28.65
27.OO
o.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
o.60
o.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
125.25
1 16.98
108.78
100.59
94.12
92.30
84.37
77.63
72.33
69.69
67.06
64.36
62.O7
s9.39
56.73
54.O7
51.73
49.O9
46 47
44.O8
41.85
808.1
754 t'
701.8
649.C
607.2
595.s
544.3
500 E
466.6
2t49.6
432.e
415.2
400.s
383 2
366.C
348.8
333.7
316 7
299.8
284.1
270.C
14' WF
14x1+1/2
136
127
119
111
103
95
87
202.4
189.O
177.1
165.2
153.3
141.4
129.5
14.75
14.62
14.50
14.37
14.25
14.12
14.00
375
371
368
365
362
359
356
14.7N
14.690
14.650
14.620
14.575
14.545
14.500
374
373
372
371
370
369
368
0.660
0.610
0.570
o.s40
o.495
o.465
o.420
16.76
15.49
14.48
13.72
12.57
1 1.81
'to.67
1.063
o.998
0.938
o.873
o.813
o.748
o.688
27.@
.2s.35
23.83
22.17
20.65
19.OO
17.48
0.60
0.60
0.60
o.60
0.60
0.60
0.60
15.2
15.2
15.2
't5.2
15.2
15.2
15.2
39.98
37.33
34.99
32.65
30.26
27.94
25.56
257.9
2N.8
225.7
210.6
195.2
180.3
164.9
10
f,lote: * Column Core Section

I
!
I
i
I
I
I
l
I
I
;
!
i
i
i
!
I
i
t
I
I
I
I
]
D
I
l
]
l
I
I
I
Sec6on
lndexJx J tx ty Zx Zy
in. cml inl cml tn cm In cm inr cm3 in3 cmr
1 ,355.1
1,222.6
56,410
50,890
207.O
185.2
8,625
7 .710
6.93
6.87
17.60
17.45
2.71
2.67
6.88
6.78
1 66.1
151.3
2,722.4
2.479.8
35.9
32.2
588.4
527.8
16',WF
16 x11-1/2
1,042.6
936.9
833.8
?46.4
43,400
39,OO0
34,710
31,700
87.5
77.9
68.4
60.5
3,642
3.243
2,847
2,518
6.74
6.70
6.66
662
17.12
17.01
16.92
16.81
1.95
1.93
1.91
1.88
4.95
4.90
4.85
4.78
127.8
1 15.9
104.2
94.1
2,094.6
1,899.6
1,707.8
1.542.3
20.4
18.2
16.1
14.3
334.4
298.3
263.9
234.4
16" WF
16 x8-1/2
655.4
583.3
515.5
446.3
27,280
24,280
21,460
18,580
34.8
30.5
26.5
22.1
1,49
1,270
1,103
920
6.68
6.64
6.62
6.49
16.97
16,86
16.81
16.48
1.54
1.62
1.50
1.45
3.91
3.86
3.81
3.68
80.7
72.4
64.4
s6.3
1,322.7
1,186.6
1,055.5
922.8
9.8
8.7
7.6
6.3
160.6
142.6
124.6
103.2
16'WF
16 x7
5,610.3
5.013.7
5,454.2
.1.91 1 .5
1.141.7
.1,399.4
3,91 2.'l
3,526.0
3.228.9
3.080 9
2.942.4
2.798.2
2.671 .4
2.538.8
2 402.4
:2748
: 149.6
:3208
' :"lO 6
--369
"a122
275,200
250,300
227,OOO
204,400
172,400
1 83,1 00
162,800
146.800
134,400
128,200
122,500
1 16.500
11 1,200
105,700
100,ooo
94,700
89,480
84,120
19,120
74,380
69,610
2,359.5 I
2.169.71
1,986 0
|
1,806 9 I
16351I
1 .631 .4 I
1,466.5
|
1.331.2 I
1,226.61
1 ,1 74.8
|
1,12481
1,O73.2
1,028.6
979.7
930 1
882.7
837.9
790.2
745 0
702.5
660.1
98,220
90,320
82,670
75,220
68,070
67,910
61,050
55,420
51,060
48,900
46,820
44,680
42,820
40,780
38,720
36,740
34.880
32,890
31.010
29,240
27.480
7.26
7.17
7.08
6.99
6.63
6.90
6.81
6.74
6.68
6.65
6.62
659
6.56
6.54
6.51
6.49
6.45
642
6.40
6.37
6.32
18.44
18.21
17.98
17.75
16.84
17.53
17.30
17.12
16.97
16.89
16.8',r
16.74
16.66
16.61
16 54
16.48
16.38
1 6.31
16.26
16.1 8
'r6.o5
4.34
4.31
4.27
4.24
4.17
4.20
4.17
4.14
4.12
4.11
4.10
4.08
4.O7
4.06
4.05
4.O4
4.O2
4.01
400
3.99
3.97
11 .O2
10.95
10.84
10.77
10.59
10.67
10.59
10.52
10.46
10.M
10.41
10.36
10.34
10.3'l
10.29
10.26
10.21
1 6.18
10.1 6
10.1 3
10.o8
707.4
6s6.9
608.1
559.4
492.8
51 1.9
465.5
4?7.4
397.4
382.2
367.8
352.6
339.2
324.9
310.O
295.8
281.9
267.3
253.4
240.2
226.7
1 1,594.3 I
10,766.6
|
9.966.8 I
9,168.6 I
8,077.0 |
8,390.0 |
I
7,629.5
]
7,005.1
6,513.4
6,264.2
6,O28.2
5,779.1
5,559.5
5,325.1
5,080.9
4,848.2
4,620.3
4,381.0
4,153.2
3,936.9
3.715.6
282.7
261.6
241.1
220.8
195.7
201.0
181.8
1 66.1
153.9
147 .7
141.8
135.6
130.2
124.4
1 18.4
112.7
1 07.1
101.3
9s.8
90.6
85.2
4,633.4
4,287.6
3,951.6
3,618.9
3.207.5
3,294.4
2,979.7
2,772.4
2,522.4
2,420.8
2,324.1
2,222.5
2,134.O
2,038.9
1,940.6
1,847.2
1,755.4
1,660.3
1,570.2
1,484.9
1,396.4
14"WF
'14 x 16
i
' 593 0 66.310
'.1.767 61,470
. :73 1 57,160
' :66 5 52,720
'65 8 48,530
' f53 5 44,270
316,6I 4O,25O
567.7
527.6
491.8
454.9
419.7
383.7
349.7
23,630
21,960
2A,470
18,94C)
17,470
r 5,970
14,560
6.31
6.29
6.26
6.23
6.21
6.1 7
6.15
16.03
15.98
15.90
15.82
15.77
15.67
15.62
3.77
3.76
3.75
3.73
3.72
3.71
3.70
9.58
9.55
9.52
9.47
9.45
9.42
9.40
216.0
202.O
189.4
176.3
163.6
150.6
138.1
3,54o.2
3,310.7'
3,104.3
2,889.6
2,681.4
2,468.3
2,263.4
77.O
71.8
67.'l
62.2
57.6
52.8
48.2
1,262.0
1,176.8
1,099.8
1,019.4
944.1
865.4
790.O
14'WF
14x1+1/2
11

Wide Flange Shapes
( lnch Seriesl - Continued
Section
lndex
Weight
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t, )
Flanoe
Thickicss
(trI
Corner
Radius
Sectirar
Are
lbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn'
14"WF
14x12
84
78
125.0
1 16.'l
14.18
14 06
360
357
12 023
12000
305
305
0 45'r
o 428
1 1.46
1 1.87
o.778
o 718
19 76
18 24
0.60
o.60
15.2
15.2
24.71.
22.94
'l5g 4
14E :
14'WF
14x10
74
68
61
110.1
101.2
90.78
14.r 9
14.06
13.91
360
357
353
10.o72
10.040
10.000
256
255
254
o.450
o.418
o.378
1 1.43
10.62
9.60
o.783
o.718
0.643
19.89
18.24
16.33
o.60
0.60
o.60
15.2
15.2
15.2
?1.76
20.oo
17.94
14O r
12S :
il5-
14' WF
14 x8
53
48
43
78.A7
71.43
63.99
13.94
13.81
13.68
354
351,.
347
8.062
8.031
8.000
205
204
203
0.370
0.339
0.308
9.40
8.61
7.82
0.6s8
o.s93
o.528
16.71
15.06
13.41
o.60
o.60
o.60
15.2
15.2
15.2
15.59
14.1I
12.65
r00 [
91i
81 r
14' WF
14x6-3/4
38
34
30
56.55
50.60
M.&
14.12
14.OO
13.85
359
356
352
6.776
6.750
6.733
172
171
171
0.313
o287
o.270
7.95
7.29
6.86
0.513
0.453
0.383
13.03
1 1.51
9.73
0.43
0.43
o.43
10.9
10.9
10.9
11.17
10.oo
8.81
72'
645
56.r
12'WF
12x12
190
151
133
120
106
99
92
85
79
72
65
282.8
239.6
197.9
178.6
157.7
147.3
136.9
126.5
1 17.6
107.1
96.73
14.38
13.88
13.38
13.12
12.88
12.75
12.62
12.50
12.36
12.25
12.12
365
353
340
333
327
324
3?1
318
314
311
308
12.670
12.515
12.365
12.320
12.230
12.190
1 2.1 55
1 2.1 05
12.080
12.ON
12.OOO
322
318
314
3r3
311
310
309
307
307
306
305
1.060
o.905
o.755
0.710
0.620
0.580
o.545
o.495
o.470
0.430
o.390
26.92
22.99
19.18
18.O3
15.75
14.73
13.84
12.57
1 1.94
10.92
9.91
1.736
1.486
1.236
1.106
o.986
o.921
o.856
0.796
o.736
o.671
0.606
4.O9
37.74
31.39
28.09
25.M
23.39
21.74
20.22
18.69
17.U
15.39
0.60
o.60
0.60
o.60
o.60
o.60
0.60
0.60
o.60
o.60
0.60
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
r5.2
55.86
47.38
39.11
35.31
31.19
29.O9
27.06
24.98
23.22
21.r6
19.11
360.4
305.7
252.3
227.8
201.2
187.7
174.6
161.2
149.8
136.5
123.3
12',WF
12x10
58
53
86.31
78.87
12.19
12.06
310
306
10.o14
ro.0@
254
254
o.359
o.345
9.12
8.76
0.641
o.576
16.28
14.63
o.60
0.60
15.2
1s.2
17.06
r5.59
t 10.1
100.6
12'.WF
12 x8
50
45
&
74.41
66.97
59.53
12.19
r2.06
1 1.94
310
306
303
8.O77
8.O42
8.mo
26
2*
203
0.37r
0.336
0.294
9.42
8.s3
7.47
0.641
0.576
o.516
r6.28
14.03
13.11
0.60
0.60
0.00
15,2
15.2
15.2
14.71
13.24
11 .17
94.9
85.4
75.9
12' .WF
12x6-112
36
31
27
53.57
46.13
@.18
'12.24
12.09
1 1.96
311
307
3o/1
6.565
6.525
6.500
167
166
165
0.305
0.265
o.2N
7.75
6.73
6.10
o.540
0.465
0.400
13.72
11.81
10.16
o.37
0.37
0.37
9.rto
9.40
9.40
10.59
9.12
7.97
68.3
58.8
51.4
12

!
)ttt'
i3l
,:-
[4
c:
,ta
ra
L
t1
ia
Section
lndex
Jx Jy x tY Zx Zy
inr cm' int cml tn cm in cm in3 cm3 in3 cm3
928.4
851.2
38,6s0
35,430
225.5
206.9
9,387
8.613
6.13
6.O9
15.57
15.47
3.02
3.OO
7.67
7.62
130.9
121.1
2.145.4
1,984.8
37.5
34.5
614.6
565.4
14'WF
14x12
796.8
724.1
641.5
33,170
30,1rto
26,76
133.5
121.2
107.3
5,557
5,O45
4,467
6.O5
6.02
5.98
15.37
15.29
15.19
2.48
2.46
2.45
6.30
6.25
6.22
112.3
r03.0
92.2
1,840.6
1,688.1
1,511.2
26.5
24.1
21.5
434.3
39s.0
352.4
|.
14'WF
14 x'tO
542.1
484.9
429.O
22,570
20,180
r7,860
57.5
51.3
45.r
2,394
2,136
1,877
5.90
5.86
5.82
14.99
14.88
14.78
1.92
1.91
1.89
4.88
4.85
4.80
77.8
70.2
62.7
1,275.1
1,150.6
1,O27.6
14.3
12.8
1 1.3
234.4
209.8
185.2
14'WF
14 x8
385.3
339.2
289.6
1,892.5
1,541.8
',,221-2
i,o71.7
930.7
858.5
788.9
723.3
663.O
597.4
533.4
16,040
14,124
r2,060
24.6
21.3
17.5
1,O24
886.8
728.5
5.87
5.83
5.73
14.91
14.81
14.55
1.49
1.46
1.41
3.78
3.71
3.58
54.6
It8.5
41.8
894.9
794.9
685.1
7.3
6.3
5.2
1 19.6
1o3.2
85.2
14'WF
14x6-3/4
78,780
64,180
50,840
u,610
38.740
35,7N
32,W
30.r 10
27,ffi
24,870
22,2@
589.7
48,6.2
389.9
345.r
300.9
278.2
256.4
235.5
216.4
195.3
174.6
24,550
20,2N
16,230
14,360
12,520
11,580
10,670
9.803
9,008
8,130
7,268
5.82
5.70
5.59
5.5r
5.46
5.43
5.40
s.38
5.34
5.31
5.28
14.78
14.48
14.24
14.OO
13.87
13.79
13.72
13.66
13.56
13.49
13.41
3.25
3.20
3.16
3.13
3.11
3.O9
3.08
3.O7
3.Os
3.04
3.02
8.26
8.13
8.03
7.95
7.90
7.85
7.82
7.82
7.75
7.72
7.67
263.2
222.2
182.5
163.4
144'.5
13tl-.7
125.0
1 15.7
107.1
97.5
88.0
4,313.8
3,641.8
2,991.?
2,678.1
2,368.4
2,207.7
2,O48.8
1,896.3
1,755.4
1.598.0
1,42.3
93.1
77.7
63.1
s6.0
49.2
45.7
42.2
38.9
3s.8
32.4
29.1
1,525.9
1,273.5
't,ou.2
917.8
806.4
749.O
691.6
637.6
586.8
531.O
476.9
12' WF
12x',|2
476.1
4?6.2
19,820
17,7&
1o7.4
96.1
4,471
4,000
5.28
5.23
13.41
13.28
2.51
2.48
6.38
6.30
78.1
70.7
1,280.0
1,158.8
21.4
19.2
350.7
314.7
12'WF
12x10
394.5
350.8
3r0.1
10,420
14,600
12,910
56.4
so.o
4.1
2,W
2,081
1,836
5.18
5.15
5.13
13.16
13.O8
13.O3
1.96
1.94
1.94
4.98
4.93
4.93
u.7
58.2
51.9
1,060.4
953,9
850.6
't4.o
12.4
11.0
229.5
203.2
r80.3
12'WF
12 x8
280.8
238.4
2@..1
1r,690
9,924
8,498
23.7
19.8
16.6
986.6
824.2
691.O
5.15
5.t I
5.06
13.O8
12.98
12.85
1.50
1.47
1.4
3.81
3.73
3.66
45.9
39.4
34.1
752.3
645.8
558.9
7.2
6.t
5.1
118.O
100.o
83.6
12'WF
12x6-1/2
13

Wide Flange Shapes
{ lnch Series)- Continued
Section
Index
Weight
Deoth of
Sriction
(A)
Flanoe
widih
(B)
Web
Thickness
(t, )
Flanoe
Thickiess
(tr)
Corner
Radius
Sectiona
Area
lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz
10' wF
10x10
112
too
89
77
72
66
60
54
49
166.7
148.8
132.4
114.6
107.1
98.22
89.29
80.36
72.92
1 1.38
11.12
10.88
10.62
10.50
10.38
10.25
10.12
10.00
289
282
276
270
267
264
260
257
254
10.415
10.345
10.275
10.195
r0.170
t0.r 17
10.o75
10.028
10.000
265
263
261
259
258
257
256
255
254
o.755
o.685
0.615
0.535
o.510
o.457
0.415
0.368
o.340
1 9.18
17.N
r 5.62
13.59
12.95
1 1.61
1o.il
9.35
8.64
1.28
1.1l8
o.998
o.868
o.808
o.748
o.683
0.618
o.5s8
31.70
28.Q
25.35
22.O5
20.52
19.OO
17.35
15.70
14.17
o.50
0.50
0.so
o.50
0.50
o.50
o.50
'o.50
o.50
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
32.92
29.43
26.19
22.67
21.18
19.41
r 7.66
15.88
14.&
Zt-L
183 !
169 :
14€ ;
13a i
125 :
1 13;
102:
Q]E
l0' wF
10 xg
45
39
33
66.97
58.04
49.1r
10.12
9.94
9.75
257
252
248
8.O22
7.990
7.964
2U
203
202
o.3so
0.318
o.292
8.89
8.08
7.42
0.6r8
o.528
0.433
r5.70
13.41
11.00
o.50
o.50
0.50
12.7
12.7
12.7
13.24
r 1.48
9.7r
8Ss :rB
7l :':g
Ort '-l
r0'wF
toxS-3/4
29
25
21
43.16
37.20
31.25
10.22
10.08
9.90
260
256
251
5.799
5.762
5.750
147
146
r46
o.289
o.252
o.2&
7.U
6.40
6.10
o.s00
o.430
o.3@
12.70
1o.92
8.64
o.32
0.32
o.32
8.12
8.12
8.12
8.53
7.35
6.19
Et rJ-i
4lu 3a
3SI :6
8' wF
8x8
67
58
48
&
35
31
99.71
86.31
71.43
59.53
52.09
46.13
9.00
8.75
8.50
8.25
8.12
8.OO
229
222
216
210
206
203
8.287
8.222
8.117
8.O77
8.O27
8.000
210
209
206
205
2U
203
0.575
0.510
0.405
0.365
0.315
0.288
14.61
12.95
r0.29
9.27
8.00
7.32
0.933
o.808
o.683
o.558
0.493
o.433
23.70
20.52
17.35
14.17
12.52
11.00
0.40
o.40
o.€
o.40
o.40
o.@
10.2
10.2
10.2
10.2
10.2
10.2
t9.70
17.06
14.11
1 1.76
r0.30
9.12
121
l lc
Olr
7G!
6CE
5€.r
8' WF
8xe-1/2
28
24
41.67
35.72
8.06
7.93
205
201
6.540
8.500
166
165
0.285
o.245
7.24
6.22
0.463
0.398
r 1.76
10.11
o.40
0.40
10.2
10.2
8.23
7.06
E?
45!
8' WF
8x5-1/4
20
17
29.74
25.30
8.14
8.@
207
203
5.268
5.250
r34
133
o.2N
0.230
6.30
5.84
0.378
0.308
9.60
7.82
0.32
o.32
8.r 2
8.12
5.88
5.OO
3;I E
51.-r tr
8' WF
6x6
25
20
15.5
37.20
29.7A
23.O7
6.37
8.20
6.OO
182
157
152
6.080
6.018
6.000
154
153
152
0.320
0.258
o.2&
8.13
6.55
6.10
'0.456
0.367
0.269
I r.58
9.32
6.83
0.25
0.25
0.25
6.35
6.35
6.35
7.35
5.88
4.59
4lr 13
Jit ('
23! r
5'WF
5x5
18.5
18
27.63
23.81
5.12
5.OO
130
127
5.025
5.0oo
128
127
0.265
o.2&
6.73
6.10
o.420
0.360
10.67
9.14
0.30
0.30
7.A2
7.A2
5.45
4.70
3s: 5
trj :-
4' WF
4x4 13 19.35 4.16 106 4.0@ 122 0.280 7 .11 0.345 8.30 0.313 7.95 3.82 :DC "
14

;f "r,]: il.:I"'7'ts'h
In-
lr
I crrt
I 212.
I
I t8(}.9
teo
r.6 3
r35 G
r252
tt39
1CZs
92.9
86.
711
62r
550
17a
3tlt
127'
rl0.
9rc
7GE
665
58r
53'
455
32:
47.
r/s
ztc
36:
r3
,.C.
I
Y
Mornent of lnertia Radius of Gyration Modulus of Section
Section
lndex
Jx Jy x v Zx l^Jx Zy t^s -r
in. cml in. cml tn cm tn cm in3 cm3 in3 cm3
718.7
625.0
542.4
457.2
420.7
382.5
3/.3.7
305.7
272.9
29,920
26,O20
22580
19,030
17,510
15,920
14,310
12.720
11.360
235.4
206.6
180.6
153.4
141.8
129.2
1 16.5
103.9
93.O
9,799
8,600
7,518
6.386
5,903
5,378
4,850
4,325
3,871
4.67
4.61
4.55
4.49
4.46
4.4
4.41
4.39
4.35
1 1.89
11.71
1 1.56
1 1.40
1 1.33
11.28
11.20
1 1.15
1 1.O5
2.67
2.65
2.63
2.60
2.s9
2.58
2.57
2.56
2.54
6.78
6.73
6.68
6.60
6.58
6.55
6.53
6.50
6.45
126.3
112.4
99.7
86.1
80.1
73.7
67.1
60.4
54.6
2,O70.O
1,842.2
1.634.1
1,411.2
1,312.8
1,207.9
1,099.8
990.O
894.9
45.2
39.9
35.2
30.1
27.9
25.5
23.1
20.7
18.6
7@.8
654.O
576.9
493.3
457.3
417.9
378.6
339.3
304.8
10'WF
10x10
248.6
209.7
170.9
10,350
8,729
7 ,114
53.2
4.9
36.5
2,215
1,869
1.519
4.33
4.27
4.20
11.00
10.84
10.67
2.OO
1.98
1.94
5.08
5.03
4.93
49.1
42.2
3s.o
804.7
691.6
573.6
13.3
1't.2
9.2
218.0
183.6
150.8
10'WF
lo x8
157.3
133.2
106.3
6,s48
5.545
4,425
15.2
12.7
9.7
632.8
528.7
403.8
4.29
4.26
4.14
10.90
10.82
10.52
1.34
1.31
1.25
3.40
3.33
3.18
30.8
26.4
z'.t.5
504.8
432.7
352,4
5.2
4.4
3.4
8s.2
72.1
55.7
10' WF
10 x5-3/4
271.8
227.3
183.7
146.3
126.5
109.7
11,310
9,462
7,il7
6,O90
5,266
4,567
88.6
74.9
60.9
49.O
42.5
37.0
3,688
3,1 18
2,535
2,W
1,769
1,540
3.7'.!
3.65
3.61
3.53
3.50
3.47
9.42
9.27
9.17
8.97
8.89
8.81
2.12
2.10
2.O8
2_U
2.O3
2.O1
5.38
5.33
s.28
5.18
5.16
5.10
60.4
52.O
43.2
35.5
3.1.1
27.4
990.O
852.3
708.O
581.8
509.7
449.1
21.4
18.2
15.O
12.1
10.6
9.2
350.7
298.3
245.8
198.3
173.7
150.8 .
8'WF
8x8
97.8
82.5
4,O71
3,4U
21.6
18.2
899.2
757.6
3.45
3.42
8.76
8.69
't.62
1.61
4.11
4.09
24.3
20.8
398.3
340.9
6.6
5.6
108.2
91.8
8.WF
8x6-'.t/2
69.2
56.4
2,881
2,W
8.50
6.72
353.8
279.7
3.43
3.36
8.71
8.s3
1.20
1.16
3.O5
2.95
17.0
14.1
278.6
231.'.|
3.2
2.6
52.4
42.6
8'WF
8 x5-1/4
53.5
41.7
30.3
2,227
1,736
1,261
'17.1
13.3
9.69
71 1.8
553.6
4o,3.4
2.69
2.66
2.s6
6.83
6.76
6.50
1.52
1.50
1.45
3.86
3.81
3.68
r6.8
13.4
10.1
275.4
219.6
165.5
5.6
4.4
3.2
91.8
72.1
52.4
6,WF
6x6
25.4
21.3
1,O57
886.7
8.89
7.51
370.O
312.6
2.16
2.13
5.49
5.41
1.28
1.26
3.25
3.20
9.94
8.53
162.9
139.8
3.54
3.00
58.0
49.2
5'WF
5x5
r 1.3 470.3 3.76 t 56.5 1.72 4.37 o.99 2.51 5.45 89.3 1.9 31.1 4' WF
4x4
15

Light Beams and Joists
(lnch Seriel
Section
lndex
Weight
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t, )
Flanoe
Thickfress
( t,)
Corner
Radius
Sectiona
Area
lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2
L 16 x5-1/2
31
26
46.13
38.69
15.84
1s.65
402
398
5.525
5.s00
1N
140
o.275
o.250
6.99
6.35
o.42
o.345
1 1.23
8.76
o.43
0.43
10.9
10.9
9.12
7.65
5€:
49,t
L 14X5
26
22
38.69
32.74
13.89
13.72
353
348
5.O25
5.000
128
127
0.255
0.230
6.48
5.84
o.418
0.335
10.62
8.51
0.43
o.43
10.9
10.9
7.65
6.47
491
4'-
L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).:
L 12x4
22
19
16.5
32.74
28.28
24.55
12.31
12.16
12.00
313
309
30s
4.030
4.O10
4.OOO
102
102
102
o.260
o.2N
o.230
6.60
6.10
5.84
o.424
o.349
o.269
10.77
8.86
6.83
o.30
o.30
o.30
7.62
7.62
7.62
6.47
5.62
4.86
41 -
JOr
31 r
J 12x4 14 20.83 11.91 303 3.970 101 o.200 5.08 o.224 5.69 0.30 7.62 4.14 26'
i L r0x4
I
rl
19
17
15
28.28
25.30
22.32
'to.25
10.12
10.00
260
257
254
4.O20
4.O10
4.OOO
142
't02
102
0.250
o.240
0.230
6.35
6.10
5.84
o.394
o.329
o.269
10.01
8.36
6.83
o.30
o.30
o.30
7.62
7.62
7.62
5.61
4.98
4.Q
36:
32'
28t
J 10X4 1 1.5 17 .11 9.87 251 3.950 100 o.180 4.57 o.204 5.18 o.30 7.62 3.39 21 S
I L 8X4
15
13
22.32
19.35
8.12
8.00
206
203
4.015
4.000
1o2
102
o.245
o.230
6.22
s.84
o.314
o.254
7.98
6.45
0.30
o.30
7.62
7.62
4.43
3.83
28i
24-
J 8x4 10 14.88 7.90 201 3.940 100 o.170 4.32 o.2u 5.18 o.30 7.62 2.95 19:
L 6X4
16
12
23.81
r 7.86
6.25
6.OO
159
152
4.030
4.OOO
102
10.2
o.260
o.230
6.60
5.84
o.404
o.279
10.26
7.O9
o.25
o.25
6.35
6.35
4.72
3.53
30:
22.E
J 6X4 8.5 12.65 s.83 148 3.940 100 o.170 4.32 0.194 4.93 0.25 6.35 2.50 16.'
J;
:-2 5
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:r2 6
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"30 1
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=.3
2
?a2
=6
:,8 8
3€0
395
308
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16

firrrr',fll
l,-EE
::-
i&i
4ri _
Iti 4
L
t"-
s.:
]8,:
I$, itr
t,f,
!s-
I;5
=[
Section
lndex
Jx Jy ix tY Zx Zy
cml inl cm' tn cm ln cm in3 cm3 in3 cm3
:., tr
r38 1
15,500
12,410
1 1.57
8.71
481.5
362.5
6.39
6.24
16.23
15.85
1.13
1.47
2.87
2.72
47.O
38.1
770.3
624.5
4.19
3.17
68.67
51.96
L 16 x5-1/2
:32 6
'37 4
10,100
8,212
8.26
6.40
343.8
266.4
5.63
5.52
14.30
14.O2
1.04
o.99
2.64
2.51
34.9
28.8
572.O
472.O
3.29
2.56
53.92
41.96
L 14x5
:-3 I 6,131
i
I
2.65 1t0.3 5.40 13.72 o.72 'r.83 21.O 344.2 1.32 21.63 L 14x4
'.5 7 i 6,482
'3o 1 | s,+ro
'5 3 | 4,383
4.55
3.67
2.79
189.4
152.8
1 16.1
4.91
4.81
4.65
12.47
12.22
11.81
0.84
o.81
o.76'
2.13
2.06
1.93
2s.3
21.4
17.5
414.7
350.7
286.8
2.26
1.83
1.39
37.M
29.99
22.78
L 12x4
*2 I S,ezr 2.25 93.65 4.61 1'.t .7 1 o.74 1.88 14.8 242.5 1.13 18.52 J 12x4
)a 2 4,005
3' 8 3,405
:8 8 ', 2,864
4.19
3.45
2.79
174.4
143.6
116.1
4.14
4.05
3.95
ro.52
10.29
10.o3
0.86
o.83
o.80
2.18
2.11
2.O3
18.8
16.2
13.8
308.1
26s.5
226.2'
2.08
1.72
1.39
34.09
28.1 I
22.78
L 10x4
:' I 2,160 2.O1 83.66 3.92 9.96 o.77 1.96 10.5 172.1 1_O2 16.72 J 10X4
!€ c 1,994
39 5 1,6M
3.30
2.62
137.4
109.1
3.29
3.21
8.36
8.15
0.86
0.83
2.'.|8
2.11
1 1.8
9.88
193.4
161.9
1.65
1.31
27.U
21.47
L 8X4
1.99 82.82 3.23 8.20 o.82 2.08 7.79 127.7 1.O1 16.55 J 8X4
1320
903.3
4.32
2.89
179.8
120.3
2.59
2.4
6.58
6.30
o.96
0.90
2.4
2.29
10.1
7.24
165.5
t 18.7
2.14
1"M
35.07
23.60
L 6X4
"4 3 616.0 1.89 78.66 2.43 6.17 o.87 2.21 5.O7 83.10 0.96 15.73 J 6X4
17

-
T
H Bearing Piles
(lnch Series)
Section
lndex
Weight
Deoth of
Section
(A)
Flanoe
widih
(B)
Web
Thickness
(t,)
Flanoe
Thickiess
( tz)
Corner
Radius
Sectiona
Area
lbs/ft kg/m tn mm tn mm tn mm tn mm rn mm inz
14x14-1/2
117
102
89
73
174.1
151.8
132.4
108.6
14.234
14.032
13.856
13.636
362
356
352
346
14.885
4.7a4
14.696
14.586
378
376
373
370
o.805
o.704
o.616
0.506
20.45
17.88
15.65
12.85
0.805
o.7u
0.616
0.506
20.45
17.88
15.65
12.85
o.60
0.60
o.60
o.60
15.2
15.2
15.2
15.2
34.4
30.o1
26.19
21.46
Z/.c -
r93:
169 :
13€ :
12x12
74
53
r lo.l
78.87
12.122
11.780
308
299
12.217
12.046
310
306
o.607
o.436
15.42
1 1.O7
o.607
0.436
15.42
11.O7
o.60
0.60
15.2
15.2
21.76
15.58
14{.r
Itri
10x10
57
42
84.83
62.sO
10.o12
9.720
254
247
10.224
10.078
2@
256
0.564
o.418
14.33
10.62
o.564
o.418
14.33
10.62
o.50
o.50
12.7
12.7
16.76
12.35
1C8"
79-
8x8 36 53.57 8.026 2U 8.158 207 o.446 11.33 o.446 11.33 0.40 10.2 10.60 6[t
n,
'u8.1
'c55.
s9.'
733.'
566.!
394.t
294."
210.t
1 19.{
18

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t
:<
i
t'
Sccoonal
Are
t
i."*# l
u 222.2
)'r r 93.6
t 9 169.0
35 138.5
16 , 140.4
iti ; t OO.s
I
'6 I log.1
E r 7g'I
i
--_1---
Di 68.
Y
Section
lndex
Jx Jy x Y Zx Zy
in. cml int cml IN cm tn cm inr cm3 in3 cm3
1,228.5
1,055.1
909.1
733.1
51,140
43p20
37,8N
30,520
u3.1
379.6
326.2
261.9
18,440
15,8@
13,580
10,9@
5.97
5.93
5.89
5.85
15.16
t5.06
14.96
14.86
3.59
3.56
3.53
3.49
9.12
9.O4
8.94
8.86
172.6
150.4
131.2
107.5
2,828.9
2,465.O
2,150.4
1,761.9
s9.5
51.3
u.4
35.9
975.2
840.8
727.7
588.4
14x1+1/2
566.5
394.8
23,580
16.430
184.7
127.3
7,689
5,299
5.10
5.03
12.95
12.78
2.91
2.86
7.39
7.28
93.5
67.O
1,532.5
1,O98.1
30.2
21.2
495.O
347.5
12x1?
294.7
210.8
12,270
8,775
100.6
71.4
4,188
2,972
4.19
4.13
10.64
10.49
2.45
2.&
6.22
6.09
58.9
43.4
965.4
711.3
19.7
14.2
322.9
232.7
l0xlo
119.8 4,987 N.4 1,682 3.36 8.s3 r.95 4.95 29.9 490.O 9.9 162.2 8x8
19

Wide Flange Shapes
(Metric Seriesl
S
{r
section' .^,-,-.^
I Degth
rndex weight sedtion
I:(A)
Flange
width
(B)
i Thic
Web
(t,)
kness
rm
Corner
Radius
(r)
Sectional
Area
Moment of
lnertia
Radius of
Gyration
Modtdus of
Section
Jx Jy tx tY Zx ,mm kg/m mm mm mm mm mm cm2 cm. cm{ cm cm cm3 cml
9oo x30O
286 I grz
I
243 I eoo
213 I 890i
302
300
299
18
16
15
34
28
23
28
28
28
364.0
309.8
270.9
498,000
411,OOO
345,000
15,7@
12,600
10,300
37.0
364
35.7
6.56
6.39
6.16
10,9@
9,140
7,7&
1,O40
84it I
68s
I
800 x3oo
241
210
191
808
800
792
n2
3@
300
t6
14
14
30
26
22
28
28
28
307.6
267.4
243.4
339,000
292,O@
254,OOO
13.800
11,7@
9,930
33.2
33.0
32.3
6.70
6.62
6.39
8,400
7.290
6,410
915
782
662
700 x300
215 i 7C8
1Bs I ,-
166 I OSZ
n2
300
300
15
13
13
28
24
20
28
28
28
273.6
235.5
211.5
237,O@
201,000
172.O@
12,900
10,800
9,A20
29.4
29.3
28.6
6.86
6.78
6.53
6,700
5,760
4,980
853
722
602
5€O.300
175 | ss4
ls1 I s88
137 I SeZ
302 I 14
3ool n
300 | ,,
23
20
17
28
28
28
222.4
192.5
174.5
137,000
118,000
103.000
10,600
9,020
7,670
24.9
24.8
24.3
6.90
6.85
6.63
4,620
4,O20
3,530
701
601
sll
t
I
i
ri
'I
I 6m.2m i
'l
i
l
134
120
106
94.6
| 612
l*uI 600
I u'u
202
201
200
199
13
12
11
10
23
20
17
15
22
22
22
22
147.7
152.5
134.4
120.5
103,OOO
90,400
77,600
68,700
3.180
2,720
2,280
1,980
24.6
24.3
24.O
23.9
4.31
4.22
4.12
4.05
3,380
2,980
2,590
2,3r0
314
271
228
199
| 'tza
5@ 13& I
tt 114
448
N2
3oo
300
11
11
't8
15
26
26
163.5
145.5
71,OOO
60,400
8,110
6,760
20.8
20.4
7.U
6.82
2,910
2.500
54t
451
5OO x 20O
103
89.7
79.5
j soo
I
r 500i
i aso
201
2@
199
t1
10
9
19
16
14
20
20
20
131.3
114.2
1o1.3
56,500
47,8@
41,900
2,580
2,1N
1,840
20.7
20.s
20.3
4.43
4.33
4.27
2,230
1,910
1.690
257
214
185
, 124
450 x300
106
440
4vt
300
299
11
10
18
15
24
24
157.4
135.O
56,100
46.800
8,110
6,690
18.9
18.6
7.18
7.U
2,550
2,160
541
w
450 x 200
76.0
66.2
450
46
200
199
I
8
14
12
18
18
96.76
84.30
33,500
28,7@
1,870
1.580
18.6
18.5
4.&
4.33
1,490
1,290
187
r59
4OO xulOO
605
415
283
232
498
458
428
414
4t2
417
&7
405
45
30
20
18
70
50
35
28
22
22
22
22
770.1
528.6
360.7
295.4
298,OOO
187,000
119,000
92,800
94,m
60,5@
39,400
31,000
19.7
18.8
18.2
't7.7
t t.1
ro.7
10.4
10.2
12,000
8,170
5,570
4,4@
4,370
2,9@
1,930
1,530
n

-t
Zt
ID,
fio
843
68t
115
r82
ie
,l
)r
lr
53
z2
v2
4
I
I
9
Section
lndex
Weight
Deoth
cif
Section
(A)
Flange Thickness Corner
Radius
(r)
Sectional
Area
Mornent of
lnertia
,-T-,,
Radius of
Gyration
Modulus of
Section
wlotn
(B)
Web
( t,)
t'?efl"
mm kg/m mm
tx ty
cm
Zx Zymm mm mm cm2 crn cml cm
400 x400
2oo
197
172
168
147
1&
406
400
M
394
394
388
403
408
400
405
398
&2
16
21
13
18
11
15
24
21
21
18
l8
15
cm3 cm3
22
22
22
22
22
22
254.9
250.7
218.7
214.4
186.8
178.5
78,0@
70,9@
66,600
59,7@
56,t00
49.000
26,2@
23,8@
22,M
20,o00
r8,900
16,300
17.5
16.8
17.5
16.7
17.3
16.6
10.1
9.75
10.1
9.65
10.1
9.54
3,840
3,52$O
3,330
3,O30
2,850
2,520
r,300
1,170
1,120
985
951
809
400 x3@
107
!N.3
390
386
300
299
10
9
16
14
22
22
136.0
120.1
38,7@
33.700
7,210
6.2Q
16.9
16.7
7.28
7.21
1,980
1,7N
rt81
418
4oox20p^
66.0
56.6
/tOO
396
2@
199
8
7
13
11
16
16
84.12
72.16
23,7@
20,o@
1,7Q
1.450
16.8
16.7
4.54
4.8
r,190
1.O10
174
145
350 x350
159
156
136
131
115
106
356
350
3so
34
w
338
352
357
3so
354
3+e
351
14
19
12
16
10
13
22
19
r9
16
16
13
'20
20
2A
20
20
20
202.o
198.4
173.9
166.6
146.0
135.3
47,600
42,8@
40,3@
35,300
33,300
28.2@
16,0@
14,m
13,6@
11,8@
11,200
9.380
15.3
14.7
15.2
14.6
15.1
14.4
8.90
8.53
8.84
8.43
8.78
8.33
2,670
2,450
2,3m
2,050
1,94C)
1,670
909
809
776
669
646
534
350 x250
79.7
69.2
.w
336
250
249
I
I
14
12
20
20
101.5
88.1 5
21,7@
18,5@
3,6sO I r+.e
3,oeo Lo,
6.00
5.92
1,280
1,loo
292
248
350x175
49.6
41.4
350
346
175
174
7
6
t1
I
14
14
63.14
52.68
13,600
1 1,tOO
984
792
14.7
I4.5
3.9s I tts
3.88 I 641
112
91.O
300 x3@
106
106
94.0
87.O
84.5
3@
300
300
298
294
301
305
300
299
302
11
15
10
9
12
17
15
15
14
12
18
18
t8
18
18
134.8
134.8.
1 19.8
110.8
107.7
23,m
21,500
20,m
r8,800
16.900
7,7n
7,1@
6,750
6,2&
5,520
13.2
12.6
13.1
13.0
12.5
7.57 I r,sao
7.26 | 1,uo
7.s1 lr,soo
t.s1 I r,zto
7.16 I t,lso
514
466
450
417
36s
300 x2@
3@x150
65.4
56.8
298
294
201
200
I
8
14
12
18
18
83.36
72.38
13,300
11,300
1,900
1,@
12.6
12.5
4.77
4.71
3.29
3.29
893
771
1&9
160
36.7
32.O
300
298
r50
149
6.5
5.5
I
I
13
13
46.78
40.80
7,210
6,320
508
42
12.4
12.4
481
424
67.7
59.3
21

r
Wide Flangre Shapes
lMrtr! Seriee)-Continued
Section
lndex Weight
Degth
Section
(A)
Flangr
Width
(Bl
Thickness Corner
Radius
( r)
Sectione
Area
I ruomenG?-
1 lnertia
l-
Radius of
(,yrattonWeb
(t') m Msdulirs of
Section
mm kg/m
Ir I .tv
I-cm.
3;88O
3,650
3,350
2.9N
lx ,Ymm mm mm mm' cm2
104..7
92.18
84.70
82.06
56.24
cml
11,5@
10,8@
9,930
8.790
6,120
Zx Zv
250x250
82.2
72.1
66.s
il.4
250
250
24
24
255
250
249
252
14
I
8
11
14
t4
13
It
t6
16
16
l6
cm cm cmr cml
10.5
r0.8
10.8
10.3
6.09
6.29
6.29
5.98
919
867
801
720
301
292
269
233
250x175 4.1 24 175 7 11 16
984
294
2ss
10.4 4.18 502 113
t
250 x 125
29.6
25.7
zso
24
125
124
6
5
I
I
12
12
37.66
l
32.68 I
4,O50
3,540
ro.4
10.4
2.79
2.79
324
28s
47.O
41.1
200x2@
65.7
56.2
49.9
208
2@
2@
202
2U
200
10
12
8
16
12
12
13
13
13
83.69
71.53
63.53
6,530
4.980
4,720
2,2@
1,7@
1,6@
8.83
8.35
8.62
5.13
4.88
5.02
628
498
472
218
187
r60
200 x 150 30.6 194 150 6 I l3 39.O1 2,690 507 8.30 3.61 277 67.6
200 x too 21.3
18.2
2@
198
r@
99
5.5
4.5
8
7
11
11
27.16
23.18
1,8N
1,580
r34
114
8.24
8.26
2.22
2.21
184
160
26.8
23.0
175xr75 Q.2 175 175 7.5 1t 12 51.21 2,880 984 7.50 4.38 330 112
175xt25 23.3 169 125 5.5 I 12 29.65
23.U
1.530 261 7.18 2.97 t8r 41.8
t75x 90 18.1 175 90 5 8 I 1.210 97.5 7.26 2.06 139 21.7
150 x 150 31.5 150 150 7 10 1t &.14 1,6@ 563 6.39 3.75 219 75.1
r50x 100 21.1 r48 1@ 6 9 l1 26.84
r 7.85
1,O20
666
151 6.17 2.37 138 30.1
150x 75 14.0 150 75 5 7 I 49.5 6.t r 1.86 88.8 13.2
t25 x 125 23.8 125 125 6.5 9 10 30.3t
r6.84
847
413
293 5.29 3.11 r36 47.O
t25x 80 13.2 125 80 6 I j
lo
29.2 4.95 1.32 86.1 9.73
l00x 100 17.2 1@ 100 6 I 2r.90
1 1.85
383
187
134 4.18 2.47 76.5 2e.7
t00x 50 9.30 100 s0 5 7 8 14.8 3.98 1.12 37.5 5.91
22

-'l_
TJI
rl I
!
-t" <i
I
I
I
i
Heavy Column Sections
(Mctric Scrbrl
a7.o
4ll
sof
m
Zy
cm!
sa
2912
269
?33
1r3
t
118
r67
t60
67.8
26.8
230
tll "g
21.7
r5 1
DT
!32
170
973
!E.7
12
Scction
lndcx
Weight '"aot*
Section
(A)
Flange
wdth
(B)
Thickness Corner
Radius
(r)
Sectional
Area
Moment of
lnertia
Radius of
Gyration
Modulus of
Sectioh
Web
( t,)
t'iflP"
Jx Jy lx tY Zx Zy
mm kg/m mm mm mm mm mm cm2 cm4 cm4 cm cm cm3 cm3
90 930 538 477 90 90 22 1,185 472,@O 165,@0 20.o 1 1.8 17,6@ 6.920
85 1.170 608 472 85 125 22 1,488 737.0@ 221.W 22.3 12.2 243@ 9.360
75 758 508 462 75 75 22 965.7 358,OO0 125,000 19.3 11.4 14,100 5,390
70 953 568 457 70 105 22 1,214 551,000 168,000 21.3 1 1.8 19,400 7,360
60
80r
593
538
478
M7
447
60
60
90
60
22
22
'1,o24.
755.4
433,000
260,000
135,OOO
90.o00
20.6
r8.6
1 1.5
r0.9
16,100
10.900
6,O30
4,O30
50 658 508 437 50 75 22 838.7 331,000 105,000 19.9 11.2 13,000 4.790
/ts
7Q
@5
435
538
498
w
432
432
432
45
45
45
90
70
45
22
22
22
942.9
770_1
554.1
414,OOO
298,OOO
't77,W
121,@O
94,400
60,800
21.O
19.7
17.9
1 1.3
1 1.1
10.5
15,400
12,000
7,9@
5,610
4,370
2,810
6 518
384
478
438
427
427
&
Q
60
&
22
22
659.8
489.O
242,W
152,0@
78,100
52,100
19.1
17.6
10.9
10.3
10,100
6,9s0
3,660
2,440
35
486
334
468
428
422
422
35
35
55
35
22
22
593.7
424.9
214,000
129,000
69,mO
44,000
19.O
17.4
10.8
10.2
9,130
6,O30
3,270
2,O80
30
480
415
2U
478
458
418
417
417
417
30
30
30
@
50
30
22
22
22
612.0
528.6
361.8
233,000
187,0@
107,000
72,ffi
60,5@
36,400
19.5
18.8
17.2
10.9
10.7
10.o
9,740
8,170
5,120
3,1180
2,9@
1,7N
25 3il2 4:18 412 25 & 22 423.3 142,W 46,700 18.3 10.5 6,470 2,270
20 283 428 Q7 20 35 22 360.7 119,000 39,400 18.2 10.4 5,570 1.930
5"9r

Structural Tees
(lnch Serbsl
Section
lndex
weisht i D??th
Tce
Area
of
Ser:tin
EI
Stem
Thicknesslbs/ft kg/m m mm in2
,sIn Thickness
STlSa
18 x 16-1/2
150
140
130
122.5
115
223.2
208.3
193.5
182.3
171 1
18.36
18.25
18.12
r8.03
17.94
466
444
460
458
456
44.O9
41.16
38 28
3601
33 86
284.5
265.5
247 0
232 3
218 s
16.655
16595
16.555
16.512
16 475
grn
423
422
421
419
418
tn mm tn mm
1.680
1.570
1.40
1.350
1.260
42.6.7
39.88
36 s8
34.29
32.OO
o.945
0.885
o.845
o.802
o.765
24.@
22.48
21.46
20.37
19.43
ST18b
18x12
97
91
85
80
75
67.5
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
403
46,l
459
457
455
452
28.s6
2677
24.99
23.54
2208
19.8s
184 3
172.7
161.2
r5t.9
142.5
128.1
227.5
208.8
189.7
12.117
12.O72
12.027
12.000
11 .972
1 1.945
308
307
30s
305
304
303
1.260
1.180
1.100
r.020
o.940
o.794
32.OO
29.97
27.94
25.9r
23.88
20.17
o.770
o.725
o.680
o.653
o.625
o.598
19.56
18.42
17.27
16.59
r 5.88
15.19
ST16a
16-1/2 x 15-3/
120
110
100
178.6
163.7
r48.8
r 6.75
16.63
16.50
425
422
419
35.26
32.36
?9.40
15.865
15.810
31 1.565
1 1.535
1 1.510
11.484
403
402
400
1.400
1.275
r.150
35.56
32.39
29.21
o.830
o.77s
0.715
21.O8
19.69
18.16
ST16b
16-1/2x11_1/2
76
70.5
65
59
1 13.1
r04.9
96.73
87.80
1 6.75
16.66
16.55
16.43
425
423
420
4t7
22.35
20.76
19.13
17.36
144.2
133.9
123.4
112.A
294
293
292
292
1.o55
o.960
o.855
o.738
26.80
24.38
21.72
18.74
o.635
0.60s
0.580
o.554
16.13
15.37
14.73
14.O7
STl5a
15x15
105
95
86
156.3
141.4
r 28.O
r 5.19
r5.06
14.94
386
383
379
30.89
27.95
25.32
r 99.3
180.3
t 63.4
1s.r05
15040
14.985
384 I t.er s
382 I r.,ru
38t I , ous
33.40f o.77sl ro.os
30.tof o.zrol ,e.og
27.os f o.oss I ,0.*
srl5b
15xlo-t/2
66
62
58
64
49.5
98.22
92.27
86.31
80.36
73.66
t5.t5
r5.08
r5.oo
14.91
14.82
t9.4t
18.22
l7.O?
r5.88
t4.56
385
383
38r
379
376
125.2
r t7.5
l to.t
t02.5
83.9
ro.551
10.521
10.5m
10.484
10.458
268
267
2e7
266
266
r.@0
o.930
o.850
o.760
o.670
25.Q
23.82
21.59
r9.30
17.o2
30.23
27.31
24.77
o.0r5
o.s85
o.564
o.s4g
o.522
15.62
14.80
r4.33
r3.92
r3.26
STl3a
13-'.t/2x14
88.5
80
72.5
13t.7
119.1
107.9
t3.655
t3.54
13.44
E
26.05
23.62
21.34
t68.1
l5r.7
137.7
14.090
14.023
13.96s
3s8
356
35s
1.190
1.O75
o.975
o.725
o.6s8
o.6@
18.42
16.71
15.24
sTl3b
1}^1/2x10
57
5r
47
42
84.83
75.90 I
6e.s4 I
625o
I
13.64
r3.535
r3.455
13.35
348
344
u2
339
1e.77
t5.ol
r3.8:t
t23A
t08.2
96.8
89.2
79.7
10.070
ro.ot8
9.990
9.983
256
2*
2il
253
0.932
o.827
o.747
0.836
23.67
21.O1
18.97
18.15
0.570
o.5t8
o.490
O.tl63
t4.tl8
13.16
t2..[5
11.76
i
,t--
24

II
{
l
rl
,i
'l
,lI
J
Section
lndex
Weight
Dep-th
ot
Tee
Area
of
Sectioc
Range Stem
Thicknesswidth Thickneec
lbs/ft kg/m in mm in2 cmz rn mm tn mm in mm
ST12a
12x14
80
72.5
65
1 19.1
107.9
95.73
12.36
12.245
12.13
314
311
308
23.52
21.31
19.1 1
151.8
137.5
123.3
14.O9',|
14.043
14.000
358
357
356
1.r35
1.020
0.900
28.83
25.91
22.86
0.656
0.608
0.565
16.66
15.M
'14.35
STl2b
12x12
60
55
50
89.29
81.85
74.41
1 2.1 55
12.O8
12.@
309
307
305
17.64
16.18
14.71
113.8
1@.4
94.9
12.088
12.U2
12.0@
307
306
305
0.930
o.85s
o.775
23,62
21.72
19.89
0.556
0.510
0.1168
14.12
12.95
1 1.89
STl2c
t2 x9
47
42
38
g
69.94
62.50
s6.5s
50.60
12.145
1zus
11.955
11.86
308
306
304
301
13.81
12.35
1 1.18
r0.oo
89.r
79.7
,2.1
64.5
9.061
9.015
8.985
8.961
2n
229
228
228
o.872
4.772
0.682
0.582
22.15
19.61
't7.32
14.78
o.516
0.470
o.440
o.416
13.11
11.94
1 1.18
10.57
ST 10a
1O-1/2x 13
71
63.5
56
105.7
94.50
83.34
10.73
10.e2
10.50
273
270
267
20.89
18.67
16.48
134.8
120.5
106.3
1 3.1 32
13.061
13 000
334
332
330
1.O95
0.985
o.865
27.81
25.O2
21.97
0.659
0.588
0.527
16.74
14.94
13.39
STIOb
1O-1/2x9
48
41
71.43
61.O1
10.57
10.4:l
268
26s
14.11
12.O5
91.O
77.7
9.O38
8.962
zfi
228
o.935
0.795
23.75
20.19
0.575
0.499
14.61
12.67
STIOc
l0-1/2xB-l/4
36.5
34
31
27.6
54.32
50.60
46.13
40.92
10.02
r0.6,
10.415
1o.tto
210
268
247
?u
10.73
10.o1
9.12
8.09
69.2
64.6
58.9
522
8.295
8.270
8.2Q
8.215
211
210
209
209
o.7&
o.88s
0.615
o.522
18.80
17.&
15.62
13.26
o.455
0.430
0.400
0.375
1 1.56
10.92
10,16
9.52
ST9a
9x1jt-3/4
57
52.5
48
84.83
78.1 3
71.43
9.24
9.16
9.08
235
233
23r
16.7'
15.43
14.11
108.2
98.6
9t.o
I 1.833
11.792
r 1.750
301
300
298
o.991
0.911
o.831
25.17
23.14
21 .11
0.595
0.554
0.512
15.1 1
14.O7
13 00
sT9b
I x8-3/4
42.5
38.5
35
32
63.25
57.29
52.08
47.42
9.16
9.08
9.@
8.935
233
231
229
227
12.4S)
11.32
r0.28
9.tl()
80.6
73.O
e8.3
60.6
8.838
8.787
8.750
8.7t5
224
223
222
221
0.911
o.831
0.751
o.886
23.14
21.11
19.08
17.42
0.526
o.475
o.€8
0.403
13.36
12.O7
1 1.13
10.24
STOc
9x7-1/2
30
27.6
26
22.5
u.u
&.92
37.20
33./A
9.125
9.00
9.00
8.93
232
2n
229
227
8.82
8.09
7.35
0.62
56.9
52.2
47.4
42.7
7.558
7.532
7.5m
7.477
192
t9t
l9t
190
o.095
0.630
o.570
0.499
17.65
r6.m
14./18
12.67
0.416
0.390
0.358
0.335
r0.57
9.91
9.09
8.51
STSa
I x11-1/2
48
4
71.43
65.48
8.16
8.08
233
231
14.1I
12.95
9r.o
83.5
11.533
1r.502
293
292
o.875
0.795
22.23
20.19
0.53s
0.504
13.59
r2.80
25

Structural Tees
( lnch Serbsl-Continued
Section
lndex
Weight
Degth
Tee
Area
of
Section
Flange
ffi Stem
Thickness
lbs/ft kg/m tn mm in2 cm2 rn mm tn mm tn mm
STSb
8x8-1/2
39
3s.5
32
29
58.04
52.83
47.62
43.1 6
8.16
8.O8
8.OO
7.93
233
231
203
201
1 1.46
10.43
9.40
8.52
73.9
67.3
60.6
55.0
8.586
8.543
8.500
8.464
218
217
216
215
o.875
0.795
o.715
o.645
22.23
20.19
18.16
16.38
o.5.29
0.486
o.443
o.N7
13.4
12.34
11.25
10.34
STSc
8x7
25
22.5
20
18
37.20
33.48
29.76
26.79
8.125
8.06
8.00
7.93
206
205
203
201
7.35
6.62
s.88
5.30
47.4
42.7
37.9
v.2
7.O73
7.O39
7.O00
6.992
180
179
178
178
o.628
o.563
0.503
o.428
15.95
14.30
12.78
10.87
0.380
0.346
o.307
o.299
9.65
8.79
7.80
7.59
sTSd
8 x$.1/28
15.5
13
x.o1
19.35
7.92
7.83
201
199
4.56
3.83
29.4
24.7
s.525
5.500
1@
140
o.M2
o.345
11.23
8.76
o.275
0.250
6.99
6.35
STTa
7x16
105.5
101
96.5
92
88
83.5
79
75
71
157.0
150.3
143.6
136.9
131.O
124.3
117.6
111.6
105.7
7.875
7.815
7.75
7.69
7.625
7.56
7.50
7.44
7.375
200
199
197
195
194
192
191
189
187
31.O4
29.70
28.36
27.O4
25.87
24.55
23.24
22.O4
20.92
200.3
19t.6
183.0
174.5
166.9
158.4
149.9
142.2
135.O
15.800
15.750
15.7'tO
1s.660
15.640
15.600
15.550
1 5.51 5
15.s00
401
400
399
398
397
396
395
394
394
1.563
1.503
1.438
1.378
1 .313
1.248
1 .188
1 .128
1.063
39.70
38.18
36.53
3s.00
33.35
31.70
30.18
28.65
27.OO
o.980
0.930
o.890
0.840
o.820
0.780
o.730
o.69s
0.680
24.89
23.62
22.61
21.y+
20.83
19.81
18.54
17.65
17.27
STTb
7 x1+1/2
68
63.5
59.5
55.5
51.5
47.5
43.5
101.2
94.50
88.55
82.59
76.64
70.69
64.74
7.375
7.31
7.25
7.r 85
7.125
7.06
7.00
187
186
184
182
181
179
178
19.99
18.67
17.49
16.33
15.r3
13.97
12.78
129.O
125.O
112.8
105.4
97.6
90.1
82.s
14.7N
14.690
14.650
14.620
14.575
14.545
14.500
374
373
372
371
370
369
368
1.063
0.998
o.938
o.873
0.813
o.78
0.688
27.@
25.35
23.83
22.17
20.65
19.@
17.8
o.660
0.610
0.570
O.5rlo
o.495
0.465
o.420
16.76
15.49
14.8
13.72
12.57
11.81
r0.67
STTc
7 x12
42
39
62.50
58.O4
7.09
7.03
180
179
12.36
1'.t .47
79.7
74.O
12.O23
12.OOO
305
305
o.778
0.718
19.76
18.24
o.451
o.428
1 1.46
10.87
sTTd
7x10
37
34
30.5
55.06
50.60
45.39
7.095
7.03
6.955
180
179
177
10.88
10.@
8.97
70.2
64.5
57.9
10.o72
10.040
10.ooo
256
255
2*
0.783
o.718
0.643
19.89
18.24
16.33
0.450
o.418
o.378
t 1.tl(l
10.02
9.80
26

Section
lndex
Weight
Degth
Tee
Area
of
Section
Flange Stem
Thicknesswidth Thickness
lbs/ft kglm tn mm in2 cm2 tn mm tn mm 1n mm
STTe
7x8
26.5
24
21.5
39.44
35.72
32.00
6.97
6.905
6.84
177
175
174
7.79
7.06
6.32
50.3
45.5
40.8
8.062
8.031
8.OOO
205
2U
203
0.658
0.593
0.528
16.71
15.06
13.41
o.370
0.339
o.308
9.40
8.61
7.82
sTTf
7 x6-3/4
19
17
15
28.28
25.30
22.32
7.06
7.W
6.93
179
178
176
5.59
5.00
4.41
36.1
32.3
28.5
6.776
6.750
6.733
172
171
171
0.513
o.453
o.383
13.O3
1 1.51
9.73
o.313
o.287
o.270
7.95
7.29
6.86
STTg
7 XsB
13
11
19.35
16.37
6.95
6.86
177
174
3.83
3.24
24.7
20.9
5.O25
5.OOO
128
127
0.418
o.335
10.62
8.51
0.255
o.230
6.48
5.84
STTh
7 x4B 8.6 12.80 7.OO 178 2.53 16.3 4.000 102 o.272 6.91 0.210 s.33
STGa
6x12
95
80.5
66.5
60
53
49.5
46
42.5
39.5
36
32.5
141.4
1 19.8
98.96
89.29
78.87
73.66
68.46
63.25
58.78
53.57
8.37
7.19
6.94
6.69
6.56
6.44
6.375
6.3r
6.25
6.19
6.125
6.06
183
176
170
167
164
162
160
159
157
156
154
27.93
23.69
19.56
17.65
15.59
14.*
13.53
12.49
1 r.61
10.58
9.55
180.2
152.8
'126.2
1 13.9
100.6
93.8
87.3
80.6
74.9
68.3
61.6
12.670
12.515
12.365
12320
12.230
r2.190
12.155
12.105
12.080
12.W
12.OO0
322
318
314
313
311
3r0
309
307
307
306
305
1.736
1.486
1.236
1.106
o.986
o.921
o.856
o.796
0.736
0.671
o.606
4.O9
37.74
31.39
28.O9
25.U
23.39
21.74
20.22
18.69
17.U
15.39
1.060
o.905
0.755
o.710
o.620
o.580
o.545
0.495
0.470
o.430
o.390
26.92
22.99
19.18
18.O3
15.75
14.73
13.84
12.57
11.91
10.92
9.9r
ST6b
6x10
29
26.5
43.16
39.44
6.O95
6.O3
155
153
8.53
7.80
55.O
50.3
10.o14
10.000
254
zil
0.641
0.576
16.28
14.63
o.359
0.345
9.12
8.76
STGc
6x8
25
22.5
20
37.20
33.48
29.78
6.O95
8.O3
5.97
155
153
152
7.36
6.62
s.89
47.5
42.7
38.0
8.O77
LO42
8.000
205
2U
203
o.il1
o.576
o.5r6
16.28
14.63
13.11
o.371
o.336
o.294
9.42
8.53
7.47
ST6d
6x6-1/2
18
15.5
13.5
28.79
23.47
20.09
6.12
6.O45
5.98
155
1il
152
5.29
4.56
3.99
34.1
29.4
25.7
8.565
6.525
6.5@
167
r66
165
o.m
0.465
0.400
13.72
1 1.81
10.16
o.305
0.265
o.2N
7.75
6.73
6.10
ST6e
6 X4B
11
9.5
8.25
16.37
14.14
12.28
6.r6
6.08
6.00
156
154
152
3.24
2.81
2.43
20.9
18.1
15.7
4.O30
4.O10
4.000
102
102
102
o.424
o.349
0.269
10.77
8.86
6.83
0.260
o.2N
o.230
8.60
6.10
5.84
ST6f
6 x4J 7.@ 10.42 5.96 151 2.O7 13.4 3.970 101 o.n4 s.69 o.200 5.84

Strustural Tees
(lnch Ser&rs)-Continued
Section
lndex I w",nn,
Deoth
df
Tee
Area
of
Section
Flange
Stem
Thickness
in mm
Width Th ;kness
lr.I lbs/ft I ko/m Irn mm
145
141
138
13s
133
132
130
129
127
in2 cmz in mm tn
STSa
5x10
56
50
4.5
38.5
36
33
30
27
24.5
83.34
74.41
66.22
57.29
53.57
49.11
44.64
40.18
36.46
5.69
5.s6
5.4
5.31
5.25
5.19
5.125
5.06
5.@
16.46
14.72
13.09
1 1.33
10.59
9.70
8.83
7.94
7.20
106.2
95.O
84.5
73.1
68.3
62.6
57.0
51.2
46.5
10.415
10.345
10.275
10.1eq
10.170
10.1 17
10.075
10.028
10.ooo
265
263
261
259
258
257
2s6
255
245
1.28
1.1 18
0.998
0.868
0.808
o.748
o.683
0.618
0.558
31.70
28.N
25.35
22.O5
20.52
19.OO
17.35
15.70
14.17
o.755
0.685
0.615
o.535
o.510
o.457
o.415
o.368
o.340
19.18
17.N
15.62
13.59
12.95
1r.61
10.54
9.35
8.64
STSb
5x8
22.5
19.5
16.5
33.48
29.O2
24.55
5.O6
4.97
4.875
129
126
124
6.62
5.74
4.85
42.7
37.0
31.3
8.O22
7.990
7.964
2M
203
202
0.618
o.528
o.433
15.70
13.41
11.OO
o.3s0
o.318
o.292
8.89
8.08
7.42
ST5c
5 x5-3/4
14.5
'12.5
10.5
21.58
18.60
15.63
5.11
5.O4
4.95
130
128
126
4.27
3.67
3.10
27.5
23.7
20.o
5.799
5.762
5.7sO
147
146
't46
0.500
o.430
0.3zto
12.70
10.92
8.64
o.289
o.252
o_2N
7.U
6.40
6.10
STSd
5 X4B
9.50
8.50
7.50
14.14
12.65
1 1.16
5.13
5.06
5.OO
130
129
127
2.80
2.49
2.20
18.1
16.1
14.2
4.O20
4.010
4.000
102
102
102
o.394
0.329
o.269
10.o1
8.36
6.83
o.250
o.2&
0.230
6.35
6.10
5.84
ST5e
5 X4J 5.75 8.557 4.94 125 1.69 I 10.9 3.950 100 o.204 5.18 o.180 4.57
ST4a
4x8
33.5
29
24
20
17.5
15.5
49.8s
43.16
35.72
29.76
26.O4
23.O7
4.50
4.375
4.25
4.125
4.06
4.OO
114
111
108
105
103
102
9.85
8.53
7.06
5.88
5.15
4.56
63.5
55.O
45.5
37.9
33.2
29.4
8.287
8.222
8.117
8.O77
8.O27
8.OOO
210
209
206
205
2U
203
0.933
o.808
o.683
o.558
o.493
o.433
23.70
20.s2
17.35
14.17
12.52
1 1.OO
o.575
o.510
o.405
0.365
o.315
0.288
14.61
12.95
10.29
9.27
8.OO
7.32
ST4b
4x6-1/2
14
't2
20.83
17.86
4.03
3.965
102
101
4.11
3.53
26.5
22.8
6.540
6.500
166
165
o.463
o.398
1 1.76
10.11
o.285
o.245
7.24
6.22
ST4c
4x5-1/4
10
8.5
14.88
12.65
4.O7
4.OO
103
102
2.94
2.50
19.0
16.1
s.268
5.250
134
133
o.378
o.308
9.60
7.82
o.248
0.230
ri.30
5.84
ST4d
4x4B
7.50
6.50
1 1.16
9.673
4.06
4.00
103
102
2.22
1.91
14.3
12.3
4.015
4.O00
102
102
0.314
o.254
7.98
6.45
o.245
0.230
6.22
5.84
ST4e
4x4J 5.00 7.441 3.95 100 1.48 9.5 3.940 1@ o.2u 5.18 o.170 4.32
ST3a
3 x4B
8.O0
6.OO
1 1.91
8.929
3.13
3.OO
80
76
2.36
1.77
15.2
11.4
4.O30
4.COO
102
102
0.404
o.279
10.26
7.O9
o.260
0.230
6.60
5.84
ST3b
3 X4J 4.25 6.325 2.92 74 1.25 8.1 3.940 100 0.194 4.93 0.170 4.32
28

Structural Tees
(Metric Serles|
Section
lndex
Weight
Deoth
df
Section
(A)
Flange
width
(B)
Thickness Corner
Radius
Sectional
Area
Moment of
lnertia
Radius of
Gyration
Modulus of
Section
Centre of
GravityWeb
( tr) ''?[P' (r) Jx Jy tx iy Zx Zv Cx
mm kg/m mm mm mm mm mm cm2 cm{ cml cm cm cm3 cm3 cm
900 x300
143
122
106
456
450
45
302
300
299
18
16
15
34
28
23
28
28
28
182.0
154.9
135.4
34,200
29,2@
26.OO0
7,820
6,310
5,140
13.7
13.7
13.9
6.56
6.39
6.16
997
866
790
5r8
421
3M
11.3
1 1.3
1 1.6
800 x300
12',1
105
9s.6
4c,4
400
396
302
300
300
16
14
14
30
26
22
22
28
28
153.8
133.7
121.7
21,900
18,800
17,7@
6,900
5,860
4,960
1 1.9
1 1.9
12.1
6.70
6.62
6.38
705
610
593
457
391
331
9.41
9.18
9.66
700 x300
107
92.4
83.0
354
350
346
302
300
300
15
13
13
28
24
20
28
28
28
136.8
't 17 .7
105.7
14,2@
12,000
11,300
6,W
5,410
4,510
'to.2
10.1
10.3
6.86
6.78
6.53
513
438
425
426
361
301
7.78
7.55
7.99
600 x300
87.3
75.6
68.5
297
294
291
302
300
300
14
12
12
23
20
17
28
28
28
111 .2
96.24
87.24
7,920
6,710
6,360
5,290
4,510
3,830
8.4
8.3s
8.54
6.90
6.8s
6.63
339
288
280
350
301
256
6.33
6.O8
6.39
600 x300
67.O
59.8
52.8
47.3
306
303
300
298
202
201
zffi
199
13
12
11
10
23
20
17
15
22
22
22
22
85.33
76.24
67.21
60.23
73&
6,570
5,810
5,190
1,590
1,360
1,'t40
989
9.27
9.28
9.30
9.29
4.31
4.22
4.12
4.05
322
292
262
236
157
135
114
99.4
7.79
7.79
7.U
7.79
500 x300
64.2
57.1
24
241
300
300
11
11
18
15
26
26
81.76
72.76
3,620
3.420
4,060
3,380
6.66
6.85
7.O7
6.82
184
178
270
225
4.66
4.92
500x200
51.5
4.8
39.7
253
250
248
201
2@
199
11
10
g
19
16
't4
20
20
20
65.65
57.12
50.64
3,670
3,210
2,8N
1,290
1,O70
922
7.48
7.50
7.49
4.43
4.33
4.27
190
169
150
128
107
92.6
5.9s
5.96
5.90
450 x300
61.8
s3.o
220
217
300
299
11
10
18
15
24
24
78.69
67.52
2,680
2,3sO
4,060
3,350
5.84
5.89
7.68
7.U
149
133
270
224
4.05
4.@
450 x200
38.0
33.1
225
223
2@
199
I
8
14
12
18
18
48.38
42.15
2,160
1,880
936
790
6.68
6.67
4.@
4.33
124
r09
93.6
79.4
5.15
5.10
4OC'X@C)
92
207
142
116
249
229
214
207
432
417
&7
N5
45
30
20
18
70
50
35
28
22
22
22
22
385.0
264.3
180.3
147.7
13,200
7,47A
4,380
3,620
47,100
30,200
19,700
15,500
5.87
5.32
4.93
4.95
1 1.1
10.7
10.4
10.2
706
414
250
213
2,180
1,450
967
766
6.13
4.85
3.90
3.68
29

Structtrral Tees
( Metric Series)- Continued
Section
lndex
Weight
ot?*
Section
(A)
Flange
width
(B)
Thickness Corner
Radius
(r)
Sectional
Area
Moment of
lnertia
Radius of
Gyration
Modulus of
Section
Centre ol
GravityWeb
(t,)
t'ilP'
Jx Jy tx iy Zx Zy Cr
mm kglm mm mm mm mm mm cm2 cml cmr cm cm cm3 cm3 cm
400 x400
r00
98.4
8s.8
u.1
73.3
70.o
203
2@
2@
197
197
194
403
408
400
405
398
Q2
16
21
13
18
11
t5
24
21
21
18
l8
15
22
22
22
22
22
22
127.4
125.3
109.3
107.2
93.41
89.23
3,qso
3,6sO
2,4@
3,O50
2,O50
2.&t
r3,100
11,900
11,200
9,980
9,460
8,130
4.92
5.40
4.76
5.34
4.68
5.27
10.0
9.75
10.r
9.65
10.r
9.54
184
229
147
193
123
158
650
584
560
493
475
404
3.51
4.O7
3.21
3.89
3.Ol
3.70
400 x300
53.4
47.1
195
193
3@
299
10
I
16
14
22
22
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@ x200
33.O
28.3
200
198
200
199
8
7
13
11
16
16
42.06
36.08
1,400
1,190
868
723
5.76
s.76
4.54
4.8
88.6
76.4
86.8
72.7
4.23
4.17
350 x350
79.3
77.9
68.2
6s.4
57.3
53.1
178
175
175
172
172
169
352
357
3so
3il
348
351
14
19
12
16
10
13
22
19
19
16
16
13
20
20
20
20
20
20
101.O
99.19
86.9r
83.32
73.OO
67.63
1,820
2,2@
1,520
1,800
1,230
1,420
8,000
7,220
6,790
5,920
5,620
4,690
4.25
4.71
4.18.
4.65
4.11
4.59
8.90
8.s3
8.84
8.43
8.78
8.33
124
158
1@
131
u.7
104
455
M
388
33s
323
267
3.05
3.59
2.86
3.40
2.67
3.21
35O x25O
39.8
34.6
170
168
250
249
I
8
14
12
20
20
50.76
M.O8
1,O20
881
1,830
1.540
4.N
4/;7
6.@
5.92
73.r
64.O
146
124
3.09
3.O2
350x175
24.8
20.7
175
173
175
174
7
6
11
9
14
14
31.57
26.U
815
679
492
396
s.08
5.08
3.95
3.88
59.3
50.o
56.2
45.5
3.75
3.71
300 x300
52.9
52.9
47.O
/ldl.5
42.3
152
150
150
149
147
301
305
300
299
{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
4,110
798
715
858
3.870
3,550
3,380
3,120
2,7@
3.66
4.05
3.65
3.s9
3.99
7.57
7.26
7.51
7.51
7.16
71.+
92.5
63.7
57.0
72.3
257
233
225
209
183
2.5s
3.O3
2.47
2.36
2.U
300 x200
32.7
28.4
149
147
201
26
9
8
14
12
18
t8
41.68
36.19
662
572
949
802
3.99
3.97
4.77
4.71
55.2
8.2
94.4
80.2
2.9r
2.83
3@ x 150
18.4
r6.0
150
149
150
14!t
6.5
5.5
9
8
13
13
23 39
20.N
4il
393
2*
221
4.45
4.39
3.29
3.29
40.0
33.8
33.8
29.7
3.41
3.26
30

I
I
Section
lndex
Wcight
D"pftt
Section
(A)
Flange
Width
(B)
Thickness Corn e r
Radius
(r)
Sectiona
Area
Mornent of
lnertia
Radius of
Gyration
Modulus of
Section
Centre of
GravityWeb
(t,)
t'ilP"
Jx Jv lx tY Zx ZY Cr
mm kg/m mm mm mm mm mm cm2 cm. cmr cm cm cm! cml cm
250x250
41.1
38.2
33.2
32.2
125
125
t24
122
255
250
249
252
14
9
I
11
14
14
13
t1
16
16
16
16
52.U
tt6.O9
42.35
41.O3
s89
412
364
45
1,940
1,820
1,670
1.470
3.36
2.99
2.93
3.29
6.09
6.29
6.39
s.98
59.4
39.s
34.9
45.3
152
146
134
117
2.58
2.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 125
14.8
12.8
t25
124
125
124
6
5
I
8
12
12
18.83
16.34
28
2@
147
127
3.63
3.57
2.79
2.79
25.6
21.3
23.5
20.5
2.78
2.63
200x200
32.8
28.1
24.9
104
100
100
2o.2
2U
2@
10
12
8
16
12
12
13
13
13
41.85
35.77
31.77
251
2s6
184
1,1m
85t
801
2.45
2.67
2.41
5.13
4.88
5.02
29.5
32.4
22.3
109
83.4
80.1
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 1@
10.7
9.10
r00
99
100
99
5.5
4.5
I
7
11
11
r3.58
11.59
114
93.8
67.0
56.8
2.90
2.U
2.22
2.21
14.8
12.1
13.4
1 1.5
2.29
2.14
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
31

Profil Kand
Luas
tampang Berat
Pusat
titik
berat
Momen lnertia
cm4
Jari-jari lnertia
cm
Modulus tampang
cm3
AxBxtlxt2 cr# kg/m cm lx ly lx ry Zx Zy
75x40x5x7
100x50x5x7,5
125x65xOxB
B,B1B
11,92
17.11
6,92
9,36
13,4
1,27
1,55
1,94
75,9
189
425
12,4
26,9
65.5
2,93
3,98
4.99
1,19
1,50
1.96
20,2
Jt,o
68,0
4,31
7,82
14,4
150x75x6,5x10
150x75x9x12,5
180x75x7x10,b
23,71
30,59
27,20
18,6
24,0
21.4
2,31
2,31
2.15
BM
1.050
1,380
122
147
137
6,04
5,86
7,13
2,27
2,19
2,24
115
140
154
23,6
28,3
25a
200x70x7x10
200 x B0 x 7,5 x't1
200x90x8xi3,5
26,92
31,33
38,63
21,1
24,6
30,3
1,85
2,24
2,77
1,620
1,950
2,490
113
177
286
7,77
7,89
8.03
2,04
2,38
2.72
162
195
249
250x90x9x13
250 x 90 x 11 x 14,b
300x90x9x13
44,07
51,17
48.57
34,6
40,2
38.1
2,42
2,39
2.23
4,180
4,690
6,440
306
342
326
9,74
9,57
1 1,5
2,64
2,58
2,59
335
375 .
42e i
300x90x10x15,5
j:oot9ox12x16
380x100x10,5x16
55,74
61,90
69.39
43,8
48,6
54,5
2,33
2,25
2,41
7,400
7,870
14,500
313
391
557
1 1,5
11,3
14,5
2,59
2,51
2.83
494
525
762
3E0x100x13x20 85,71 67,3 2,50 17,600 671 14,3 2,80 924
32

rd
E
-i
p
:
illl
a
j
Prcfi! Siku
B
Luas
tampang
cm2
Berat
kg/m
Pusat
titik
berat
Cx=Cy
cm
Momen lnertia Jari-Jari lnertia Modulus
tampang
Zx=Zy
cm
lx=ly
cm
max.lx
cm4
min.ly
cm4
tx=ty
cm
max,rx
cm
mrn.ry
cmAxBxt,
40x40x3
40x40x5
45x45x4
2.336
3.755
3.492
1,83
2,95
2,14
1,09
1 ,17
1,24
3,53
5,42
6.50
5,60
8,59
10.3
1,45
2,25
2,69
1,23
1,20
1.36
1,55
1,51
1,72
0,79
0,77
0.88
1,21
1,91
2,00
50x50x4
50x50x6
60x60x4
60x60x5
65x65x6
3.892
5.W
4.692
5.802
7.527
3,06
4,43
3,68
4,55
5.91
1,37
1,44
1,61
1,66
1,81
9.06
12,6
16,0
19,6
29,4
14,4
20,0
25,4
31,2
46,6
3,74
5,24
6,62
8,06
12,1
1,53
1,50
1,85
1,84
1,98
1,92
1,BB
2,33
2,32
2,49
0,98
0,96
1,19
1,18
1.27
2,49
3,55
3,66
4,52
6.27
65x65xB
75x75x6
75x75x9
9 761
8.727
12.69
7,66
6,85
9,96
1,BB
2,06
2,11
36,8
46,1
64,4
58,3
73,2
102
15,3
19,0
26,7
1,94
2,30
2,25
2,M
2,90
2.84
1,25
1,47
1.45
7,97
8,47
12.1
75x75x12
90x90x6
90x90x7
90x90x10
16,56
10,55
12,22
17,00
13,0
B,2B
9,59
13,3
2,29
2,42
2,46
2,58
81,9
80,7
93,0
125
129
129
148
199
34,5
32,3
38,3
51,6
2,22
2,77
2,76
2.71
2,79
3,50
3,48
3.42
1,M
1,75
1,77
1.74
15,7
12,3
14,2
19,5
90x90x 13
100x100x7
100x100x10
100x100x13
21,71
13,62
19,00
24,31
17,0
10,7
14,9
19.1
2,69
2,71
2,83
2,94
156
129
175
220
248
205
278
348
65,3
53,1
71,9
91,0
2,68
3,08
3,03
3.00
3,38
3,88
3,83
3,78
1,73
1,97
1,95
1,93
24,5
17,7
24,4
31 ,1
120 x 120 x
130 x 130 x
130 x 130 x
130 x 130 x
150 x 150 x
150 x 150 x
2
5
0
2
18,76
22,74
29,76
36,75
29,21
34,77
14,7
17,9
23,4
28,B
22,9
27,3
3,24
3,53
3,&
3,76
4,05
4,14
258
366
467
368
627
740
410
583
743
902
997
1.176
106
150
192
2U
258
304
3,71
4,01
3,96
3,93
4,63
4.61
4,68
5,06
5,00
4,95
5,U
5,82
2,38
2,57
2,U
2,53
2,97
2,96
29,5
38,7
49,9
61,5
57,3
68,2
150 x 150 x
150 x 150 x
175 x 175 x
175 x 175 x
200 x 200 x
5
9
2
5
5
41,74
53,38
40,52
50,21
57,75
33,6
41,9
31,8
39,4
45,3
4,24
4,40
4,73
4,85
5,47
BB8
1.090
1.170
1.M0
2.180
1"410
1.730
1.860
2.29o
3.470
365
451
479
588
891
4,56
4,52
5,37
5,35
6,14
5,75
5,69
6,78
6,75
7,75
2,92
2,91
3,M
3,42
3.93
82,6
103
91,6
114
150
200x200x20
200x200x25
200x200x29
250x250x25
250x250x35
76.00
93,75
107,6
119,4
162,6
59,7
73,6
u,5
93,7
126
5,67
5,87
6,01
7,10
7.45
2.820
3.420
3.866
6.950
9.110
4.490
5.420
6.1 18
11.000
14.4ffi
1 .160
1.410
1.613
2,860
3.790
6,09
6,04
5,99
7,63
7,48
7,68
7,61
7.U
9,62
9,42
3,90
3,88
3,87
4,89
4,83
197
242
276
3BB
519
&|

Baja Kanat
Baja
- f, panjang biasa 4 _r
l5m
F - penampang
e = jarak antara titik berat dan sisiluar badan
I - momen ketambatan
W- momen tahanan
; = jari-jari kelambatan = t+
d/
I eraq '- tC '
'i PenOatianey.
I
i
-lI
+-
t
ukuran-ukuran dalam mm Penampang F
dalam cr#
berat
kg/m
e
mm
t v o,)ol.
sumbu-lentur X-X
h b d t=r r1 prof . flens badan lx
cm4 ^W,cmJ
ix
cm
fkx
cm
kx
3
4
5
30
N
50
33
35
38
5
5
5
7
7
7
3,5
3,5
3,5
5,4
6,2
7,1
2,3
2,5
2,7
O,B
1,2
1.7
4,27
4,87
5.59
13,1
13,3
13.7
6,4
14,1
26,4
4,26
7,05
10,6
1,08
1.50
1,92
0,78
1,14
1,49
4,56
2,72
191
6")
8
10
65
m
100
42
45
50
5,5
6
6
7,5
B
8,5
4,0
4,0
4.5
9,0
1',t,0
13,5
3,2
3,6
4,3
2,6
3,8
4.9
7,09
B,&
10,6
14,2
14,5
15.5
57,5
106
206
17 ,7
26,5
41.2
2,52
3,10
3.91
1,96
2,41
3.05
1 ,41
1,14
O RA6
12
14
16
18
20
120
140
160
180
2@
55
60
65
70
75
7
7
7,5
8
8,5
I
10
10,5
11
11,5
4,5
5,0
5,5
5.5
6.0
17,0
20,4
24,0
28,0
32,2
5,0
6,0
6,8
7,7
8,6
7,0
8,4
10,4
12,6
15.0
13,4
16,0
1B,B
22,0
25,3
16,0
17,5
18,4
19,2
20,1
364
605
O,)R
1 350
1910
ffi,7
86,4
116
150
191
4,62
5,45
6,21
6,95
7.70
3,57
4,23
4,83
5,36
5,93
0,795
0,69C 1
0,625 1
0,58C l
0,545 '
22
a26
28
30
220
24Q
2ffi
2W
300
80
85
90
95
100
I
9,5
10
10
10
12,5
13,-
14
15
l6
6,5
0,5
7,0
7,5
8,0
37,4
42,3
48,3
53,3
58,8
10,0
11 ,1
12,6
14,3
16,0
17,4
20,1
23,1
24,7
26,8
29,4
33,2
37,9
41,8
46,2
21,4
22,3
23,6
25,3
27,0
2690
3600
4820
6280
8030
245
300
371
448
535
B,48
9,22
9,99
10,9
11,7
6,55
7,09
7,68
8,41
9,10
0,52C
0,495 l
0,485
0,455
o 43F
32
a5
38
q
320
350
380
400
100
100
102
110
14
14
13,5
14
17,5
16
16
18
8,8
8,0
11,2
9,0
75,8
77,3
79,7
91,5
17,5
16,0
16,3
19,8
40,8
45,3
47,1
51,9
59,5
60,6
62,6
71,8
26,0
24,0
23,5
26,5
1 0870
128/,0
1 5730
20350
679
7U
826
1020
12,1
12,9
14,1
14,9
8,96
9,50
10,4
11.1
0,53[ I
0,47i
0,40c
0,41a
Y ': Gc'
u
r

rk = jari-jari teras = Y
F
k = kofisenprofil = f = 4
dt = garis tengatr luuarlg ,";:^
wr - ukuran-ukuran_gores flens
dt = goris tengah lubang flens
t
sumbu-lentur y-y tinggi pelat penyambung I
dalam mm pada oaris
7 dan ul
tenoah-
turan-ukuran-gort
Itlhann haA;n 4
)sa lubang-lubang
flens
luas bidang
catt,
cm4
W,
cm3
ty
cm
ky
cm
c
mm
h1
mm
14
mm
tl
mrn
n
mm
23
rnrn
26 129
mm l--
wf
mm
df
mm
Fm
m2lm
lr,
I mzt
3
4
5
5,3
6,7
9.1
2,68
3,08
3,75
0,99
1,U
1,13
5,55
5,77
5.56
14,5
14,5
r5
1
11
20
20
20
1'l
11
0,174
0,199
0,232
40,7
40,9
41,56Yz
8
10
14,1
19,4
29,3
5,07
6,36
8,49
1,25
1,33
1.47
5,78
6,24
6,22
16
17
1B
33
46
u
70
90
25
25
30
11
14
14
0,273
0,312
0,372
38,5
36,1
35,112
14
16
18
20
43,2
62,7
85,3
114
148
11,1
14,8
18,3
22,4
27.O
1,59
1,75
1,89
2,02
2,14
6,69
6,64
6,75
6,88
7,01
19
21
22,5
23,5
24,5
82
98
115
133
151
40
60
70
50
60
BO
r00 BO
30
35
35
40
40
17
17
20
20
23
0,4u
0,489
0,546
0,611
0.661
32,4
30,6
29,0
27,8
26,122
24
26
2A
30
197
248
317
399
495
33,6
39,6
47,7
57,2
67,8
2,27
2,42
2,56
2,74
2,W
7,10
7,21
7,36
7,12
6,98
26,5
28
30
32
u
167
1U
2@
216
232
110
i30
150
160
180
100
120
140
150
170
90
110
130
140
160
BO
100
120
130
150
90
110
120
140
45
45
50
50
Rtr
23
26
26
26
26
0,718
0,775
0,834
0,890
0,950
24,4
23,3
22,0
21,3
20,632
35
38
40
597
570
613
846
80,6
75,0
78,4
102
2,81
2,72
2,78
3,04
9,62
10,50
10,30
9,90
37
u
u
38
246
282
312
324
190
2n
2ffi
270
180
220
250
2ffi
170
210
240
250
160
200
230
240
150
190
220
230
trtr
55
55
60
26
26
26
26
0,98
1,05
1,11
1,18
16,5
17,3
17,7
16,5
35

BAJA SIKU.SIKU
panjang biasa 3 * 15 m
36
SAMAKAKI
x-
o)
penampang
momen kelambatan
momen tahanan
jari-jari kelambata n =fLYp
E2F
kofisen profil : j- = i
F:
t-
W:
i-
i,'ire------{
I
4 k:
b'2
-1.-
,lfj
a
l
I
li
rllll
ilil1
dlllll-
Y
L
ukuran-ukuran
dalam rnrn F
crn3
berat
kg/m
jarak titikberat-titikberat
dalam cm
lr=
=lv
cm4
wr=
=wv
cm3
ix=
=iv
cm
kr=
=kv
b d r r1 e
'15. 15' 3
15.15. 4
15
3
4
3,5 2
0,82
1,05
0,il
0,82
0,48
0,51
1,06
0,61
0,13
0,15
0,19
0,15
0,19
0,43
0,42
4,48
5,81
20.20. 3
20.20. 4
20
3
4
3.5 2
1 ,12
1,45
O,BB
1 ,14
0,60
O,M
1 ,41
0,85
0,90
0,39
0,48
0,28
0,35
0,59
0,58
3,23
4,38
25.25. 3
25.25. 4
25.25. 5
25
3
4
5
3,5 2
1,42
1,85
2,26
1,12
1,45
1,77
0,73
0,76
0,80
1 ,t7
1,03
1,08
1.13
0,19
1,01
1.18
0,45
0,58
0.69
0,75
0,74
0.12
2,56
3,38
4.32
30.30. 3
30.30. 4
30.30. 5
30
3
4
5
5 2,5
1,74
2,27
2,78
1,36
1,78
2,18
0,84
0,89
0,92
2,12
1,18
1,24
1.30
1 ,41
1,81
2.16
0,65
0,86
1.04
0.90
0,89
O,BB
2,14
?AR
3,56
35.35. 4
35.35. 6
35
4
6
5 2,5
2,67
3,87
2,10
3,04
1,00
1,08
2,47
1,41
1,53
2,96
4,14
1 ,18
1,71
1,05
1,04
2,41
3,51
40.40. 4
40.40. 5
40.40. 6
40
4
5
6
6 3
3,08
3,79
4,8
2,42
2,97
3,52
1,12
1,16
1.20
2,83
1,58
1,64
1.10
4,48
5,43
o..r5
1,56
1,91
z,to
1,21
1,20
1,19
2,12
2,64
3,18
45.45. ti
45.45. 7
45
5
a 7 3,5
4,30
5,86
3,38
4,60
1,28
1,36
3,18
1,81
1,92
7,83
10,4
2,43
3,31
1,35
1,33
2,36
3,29
m.50. 5
50.50' 6
50.50. 7
50.50. I
50
5
6
1
I
7 3,5
4,80
5,69
6,56
8,24
3,77
4,47
5,15
6.74
1,44
1,45
1,49
1.56
3,M
1,98
2,04
2,11
2,21
11,0
12,8
14,6
17.9
3,05
3,61
4,15
5.20
1,51
1,50
1,49
1.47
2,10
2,*
2,94
3,80
55'55. 6
55.55' 8
55.55.10
55
6
B
10
B 4
6,31
8,23
10,1
4,95
6,46
7.90
1,56
1,U
1.72
3,89
2,21
2,32
2.43
17,3
22,1
26.3
4,40
5,72
6,97
1,66
1,64
1,62
2,30
3,08
3,BB
60.60. 6
60'60. I
60'60.10
60
6
B
10
B 4
6,91
9,03
't'l 1
5,42
7,Q9
8,69
1,69
1,77
1,85
4,24
2,39
2,50
2,62
22,8
29,1
34.9
5,29
6,BB
8.41
1,82
1,80
1,78
2,09
2,82
3,55
6s.65' 7
65.65. I
65. 65.11
65
7
I
11
I 4,5
8,70
11,0
13,2
6,83
8,62
i0,3
1,85
1,93
2,00
4,60
2,62
2,73
2.83
33,4
41,3
48,B
7,18
9,04
10.8
1,96
1,94
1,91
I a-1
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3,56
70'70. 7
70.70.I
70.70.11
70
7
I
11
u 4,5
9,40
1'1 ,9
14,3
7,38
9,34
11.2
1,97
2,05
2.13
4,95
)74
2,90
3,01
42,4
52,6
61,8
8,43
10,6
12,1
2,12
2,10
2,08
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75.75. 7
75.75.I
75.75.10
75.75.12
75
7
o
10
12
10 5
10,1
1 1,5
14,1
16.7
7,94
9,03
11,'l
13,1
2,09
2,13
2,21
2,29
5,30
2,95
3,01
3,12
3,24
52,4
58.9
71,4
82,4
9,67
1 1,0
13,5
15.8
2,28
2,26
2,25
2.22
2.,4
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15.15. 3
15.15. 4
0,24
0,29
0,54
0,53
2,80
3,80
0,06
0,08
0,09
0,1 1
0,27
0,28
11,2
13,8
0,057
20.20. 3
20.20. 4
0,62
0,77
0,74
0,73
2,03
2,73
0,15
0,19
0,18
0,21
0,37
0,36
8,36
11,1
0,a77
25.25.3
25.25. 4
25.25.5
1,27
1,61
1,87
0,95
0,93
0,91
1,59
2,13
2,73
0,31
0,40
0,50
0,30
0,37
0.44
0,47
4,47
0,47
6,50
8,56
10,3
0,097
30.30. 3
30.30. 4
30.30. 5
2,24
2,85
3.41
1,14
1,12
1.11
1,35
1,81
2,26
0,57
0,76
0.91
0,48
0,61
0,70
0,57
0,58
0,57
5,33
6,78
8,50
17 8,5
1,49
1,93
2,36',
0,116
35.35. 4
35.35. 6
4,68
6,50
1,33
1,30
1,53
2,32
1,24
1 ,77
0,88
1,'16
0,68
0,68
5,75
8,46
5,10
6,47
7,52
20 11
2,23
3,21
0.136
40.40. 4
40.40.5
40.40. 6
45.45. 5
45.45. 7
7,09
8,U
9,98
1,52
1,51
1,49
1,U
1,66
2,01
1,86
2,22
2,67
1,18
1,35
1,57
0,78
0,77
0,77
22 11
2,U
3,24
3,92
0,155
12,4
16,4
1,70
1,67
1,49
2,09
3,25
4,39
1,80
2,29
0,97
0,97
5,69
7,82
25 14
3,60
4,88 0,174
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Fr
50.50. 6
50.50. 7
50.50. I
17,4
20,4
23,1
28,1
1,90
'l,gg
1,88
1,85
1,33
1,60
1,86
2,42
4,59
.5,24
6,02
7,67
2,32
2,57
2,85
3,47
0,98
0,96
0,96
0,97
5,0?
6,19
7,15
B,85
30 14
4,10
4,85
5,58
6,98
0,194
55.55. 6
55.551. I
55.55.10
27,4
34,8
41,4
2,09
2,06
2,02
1,45
1,96
2,46
7,24
9,35
11,3
3,28
4,03
4,65
1,07
1,07
1,06
5,50
7,24
9,03
30 17
5,29
6,87
8,40
0,213
60.60. 6
60.60. I
60.60.10
36,1
46,1
55.1
2,29
2,26
2,23
"t,32
1,79
2.23
9,43
12,1
14,6
3,95
4,U
5,57
1,17
1,16
1,15
5,06
6,74
8,4
35 17
5,89
7,67
9,40
0,233
65.65. 7
65.65. I
65. 65.11
5q,0
65,4
76.8
2,47
2,44
2,42
1,43
1,95
2,27
13,8
17,2
20,7
5,27
6,30
7,31
1,26
1,25
1,25
5,48
7,03
8,42
35 20
7,30
9,20
1 1,0
0,252
70.70. 7
70.70. I
70.70.11
67,1
83,1
97.6
2,67
2,U
2,61
1,U
1,71
2.10
17,6
22,0
26.O
6,31
7,59
8,il
1,37
1,36
1,35
5,02
6,M
7,87
40 20
8,00
10,1
12,1
0,272
75.75. 7
75.75. I
75.75.10
75.75.12
83,6
93,3
113
130
2,ffi
2,85
2,83
2,79
1,22
1,42
1,76
2,14
21,1
24,4
29,8
u.7
7,15
8,1 1
9,55
10,7
1,45
1,46
1,45
1,M
4,85
5,42
6,67
8,04
40 23
8,49
9,66
11,8
13,9
0,291

laniutan: @ia silcu-siku samakaki;
panjang biasa 3 - '15
m
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80. 80.I
80.80.10
BO. 80.12
80.80.14
dr.l
B
10
'ta
IL
14
10 5
12,3
15, 1
11,9
20,6
9,66
1 1,9
14,1
16, 1
2,26
2,U
2,41
2,48
5,66
3,20
3,31
3,41
3.51
72,3
87,5
102
115
12,6
15,5
18,2
20,8
2,42
2,41
2,39
2,36
2,09
2,61
3,14
3.68
90. 90. I
90. 90.11
90. 90.13
90.90.16.
90
I
11
'13
t6
11 5,5
15,5
18,7
21,8
26,4
12,2
14,7
17 ,1
zu. /
2,U
2,62
2,ffi
2.81
6,36
3,59
3,70
3,81
3,97
116
138
158
'r86
18,0
21,6
25,1
30,1
2,74
2,72
2,69
2,66
)n7
2,U
3,0'r
3,14
1 00.1 00.1 0
100.1 00.12
1 00.1 00.1 4
100.100.20.
100
10
12
14
ZV
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19,2
22,7
26,2
36,2
15, 1
17,8
20,6
28,4
2,82
2,90
2,98
3,20
7,07
3,99
4,10
4,21
4,V
177
207
235
311
24,1
10 .)
33,5
45,8
3,04
3,02
3,00
2,93
2,09
2,49
2,92
4,20
110.110.'10
1 10.1 10.12
1 10.1 10.14
110
10
12
14
12 6
21,2
25,1
29,0
16,6
19,7
22,8
3,07
3,15
3,21
7,tB
4,U
4,45
4,9
239
280
319
30,1
35,7
41.0
3,36
3,U
3,32
1,BB
2,25
2,63
120.120.11
120.120.13
120.120.15
120.120.20'
120
11
13
15
20
13 6,5
25,4
29,7
33,9
M,2
19,9
23,3
26,6
u,7
3,36
3,44
3,51
3.70
8,49
4,75
4,86
4,96
5,24
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M6
562
39,5
46,0
52,5
67.1
3.66
3,M
3,63
3.57
1,89
2,24
2,58
3.46
1 30.1 30.',2
1 30.1 30.1 4
1 3,O 130.16
130
12
14
16
14 l
30,0
u,1
39,3
23,6
27,2
30,9
3,M
3,72
3,80
9,19
5, 15
5,26
5,37
472
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605
50,4
58,2
65,8
3,97
3,94
3.92
1,91
2,23
2,55
140.140.13
140.140.15
140.140.17
140
13
1tr
17
15 7,5
35,0
40,0
45.0
27,5
31,4
35,3
3,92
4,@
4,08
9,90
5,M
5,66
5.77
638
723
805
63,3
72,3
81,2
4,27
4,25
4,23
1,92
2,21
2.51
1 50.1 50.1 4
1 50.1 50.1 6
1 50.1 50.1 I
150
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to
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40,3
45,7
51,0
31,6
35,9
40,1
4,21
4,29
4,36
10,6
5.95
6,07
6.17
u5
949
1050
78,2
BB,7
99.3
4,58
4,56
4,U
1,92
2,20
2,48
1 60.1 60.1 5
160.160.17
1 60.1 60.1 I
160
15
17
19
7 8,5
46,1
51,8
57,5
36,2
40,7
45,1
4,49
4,57
4,65
1 1,3
6,35
6,46
6,58
1 100
1230
1 350
95,6
108
118
4,BB
4,86
4,U
1,93
2,20
2,53
1 80.1 80.1 6
1 BO.1 80.1 I
180.180.20
180
16
,IB
20
1B o
55,4
61,9
68.4
43,5
48,6
53.7
5,02
5,'r0
5.18
12,7
7,11
7,22
7,33
1 680
1 870
2040
130
145
160
5,51
5,49
5.47
1,U
2,06
2.29
200.200.16
200.200.18
200.200.20
200
16
1B
20
1B 9
61,8
69,1
76.4
48,5
54,3
59.9
5,52
5,60
5.68
14,1
7,80
7,92
8.04
2340
2600
2850
162
181
199
6, 15
6,13
6,11
'1,65
1,83
2,05
38

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80. 80. I
80. 80.10
80. 80.12
80. 80.14
115
139
161
181
3.06
3,03
3,00
2,96
29,6
35,9
43,0
48,6
9,25
19,9
12:6
13,9
1,55
1,U
1,53
1,V
5,'t 1
6,35
7,45
B,OB
45 23
10,46
12,8
15,1
17,4
0,3i 1
90. 90.I
90. 90.11
90. 90.13
90. 90.16*
1U
218
250
2%.
3,45
3,41
3,39
3.U
1,31
1,61
1,90
2,37
1,32
1,57
1,4
2,69
47,8
57,1
65,9
79,1
13,3
15,4
17,3
19,9
1,76
1,75
1,74
1,73
5,03
6,12
7,21
8,79
50
23
23
26
26
23
23
26
26
13,4
16,2
18,4
22,2
16,9
19,9
22,6
31.0
0,351
100.100.10
100.100.12
100.100.14
100.100.20*
280
328
372
4BB
3,82
3,80
3,77
3,67
73,3
86,2
98,3
1U
18,4
21,0
23,4
29,5
1,95
1,95
1,94
1,93
5,03
5,98
6,98
9,72
55
0,390
110.110.10
110.110.12
110.110.14
379
444
505
4,23
4,21
4,18
1,19
1,42
1.66
98,6
116
133
22,7
26,1
zb,s
2,16
2,15
2,14
4,56
5,43
6,32
45/70
23
23
26
18,9
22,3
25,4
22,9
26,3
30,0
39,0
16,6
19,6
21,7
0,430
120.120.11
120.120.13
120.120.15
120.120.20*
il1
625
705
BB7
4,62
4,59
4,56
4,48
1,20
1,41
1,63
2,21
140
162
186
236
29,5
33,3
37,5
45,0
2,35
2,U
2,U
2,31
4,61
5,45
6,18
8,26
50/80
50/90
23
lo
zo
26
20,3
22,9
26,1
33,8
0,469
130.130.12
130.130.14
1 30.130.1 6
750
857
959
5.00
4,97
4,94
1,20
1,41
1,62
194
223
251
37,7
42,4
46,7
2,V
2,53
2,52
4,U
5,40
6,'t5
23
26
26
27,2
31,1
35,1
24,5
27,4
31,0
0,508
140.140.13
140.140.15
140.140.17
1010
1 150
1280
5,38
5,36
5,33
1,21
1,39
1,58
262
298
334
47,3
52,7
57,9
2,74
2,73
2,72
2,94
2,93
2,93
4,68
c,J/
6,06
4,68
5,34
5.94
55/'100 26
31,6
36,1
40,6
28,2
32,2
36,2
0,u7
150.150.14
150.150;16
1 50.1 50.18
1340
1510
1670
5,77
5,74
5,70
1,21
1,39
1.56
u7
391
438
58,3
u,4
71,0
55/110 26
36,7
41,5
46,3
33,0 I
37,4 I o,uuu
41,6 I1 60.1 60.1 5
160.160.17
160.160.19
1750
1 950
2140
6,15
6,13
6,10
1,21
1,39
1.60
453
506
558
71,3
78,3
U,B
3,14
3,13
3,12
4,69
5,30
5.93
60/ 115 26
42,2
47,4
52,6
38,3
43,0
47,6
u,ol5
180.180.16
180.180.18
180.180.20
2690
2970
3260
6,96
6,93
6,90
1,15
'1,30
1,43
679
757
830
95,5
105
113
3,50
3,49
3,49
4,52
5,07
5,63
60/ 1 35 zo
l6
51,2
57,2
63,2
47,1
52,5
58,0
0.705
200.200.16
200.200.1a
200.200.20
3740
4150
45/!0
7,78
7,75
7,72
1.03
1,15
1,28
%3
1050
1 160
121
133
144
3,91
3,90
3.Be
4,05
4,55
5,04
60/ 1 50
57,6
65,4
71,2
53,5
59,7
66,0
0,785
39

BAJA SIKU.SIKU TIDAK SAMAKAKI
panjangbiasa3: 15
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1,45
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0,99
1,03
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0,54
0.58
2,04
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2,00
1,51
1,52
1.53
0,86
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0,56
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20. 40. 3
20. 40. 4
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1 ,72
2,25
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1,43
1,47
0,44
0.48
2,61
2,57
1,77
1,80
0,19
0,83
1,19
1,18
0,46
0,50
30. 45. 3
n. 45. 4
30. 45. 5
30 45
3
4
5
4,5 2
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2,87
5,83
1,72
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2,71
1,43
1,48
1,52
0,70
0,74
0.78
3,09
3,Ol
3.05
2,24
2,26
2,27
1 1')
1,21
1,32
1 ,58
1,58
1,58
0,81
0,83
0.85
30. 60. 5
30. 60. 7
30 60
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3,53
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1,20
1,28
1,71
1,73
0,12
0,tB
40. 50. 3
40. 50' 4
44. 50. 5
40 50
3
4
5
4 2
2,63
3,46
4.21
t,uo
2.,71
3,35
1,48
1,52
1.56
0,99
1,03
1.07
3,50
3,50
3.49
2,85
2,85
2,BB
1,62
1,67
1,73
1,81
1,84
i,84
1,22
1,26
1.27
40. 60. 5
40 60. 6
40. 60. 7
40 60
5
Ct
7
6 3
4,79
5,68
6,sri
J, /O
4,46
5,14
1,96
2,00
2,04
0,97
1,01
'1.05
4,08
4,06
4.04
3,01
3,02
3,03
1,68
1,72
1,71
2,09
2,08
2,01
1 ,10
1,12
1 .14
40. 80. 4
40. 80. 6
40. 80. B
40 BO
4
6
B
7 <h
4,69
6,89
9,01
3,68
5,41
7,07
2,76
2,85
2,94
0,80
O,BB
0.95
5,25
^)1
5.15
J,5I
3,53
3,57
1,48
1,55
1,65
2,44
2,42
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0,85
0,89
1,04
50' 65. 5
50. 65. 7
50 65. I
50 65
5
7
o
6,5 3,5
5,54
7,6C
9,58
4,35
tr o'7
7,5'2
1 ,99
2,Al
2,15
1,25
1,33
1,41
4,52
4,50
4.48
3,61
3,62
3,63
2,08
)1q
laa
2,38
2,37
2,36
1 ,50
1,52
1,57
50.100.6
50.100.8
50.1 00.1 0
50 100
6
B
10
o tq
8,73
11,5
14 1
6,85
8,99
11 .1
3,49
3,59
3.67
1,04
1 ,13
1.20
6,50
6,48
6,43
4,39
4,44
4,49
1,91
2,00
2,08
2,98
,otr
2,9i
1 ,15
1 ,'18
1,22
55. 75. 5
55. 75. 7
s5. 75.I
55 75
5
7
9
1 3,5
6,30
8,66
10,9
4,95
6,80
8,59
2,31
2,40
a A-7
I,JJ
1,41
1,48
5,19
5,16
5.i4
4,04
4,02
4.04
2,21
2,37
2.46
2,71
2,10
2,70
1trq
1,62
1 ,66
40
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20. 30. 3
20. 30. 4
20. 30. 5
0,431
0,423
0.412
1,25
1,59
1,90
0,62
0,81
noo
0,94
0,93
0,92
0,44
0,55
0,66
0,29
0,38
0.46
0,56
0,55
0,54
4,58
o,ll
7,75
1,43
1,81
2.15
1,00
0,99
0.98
0,25
0,33
0,40
0,42
0,42
0.42
7,99
10,4
12,7
20. 40. 3
20. 40. 4
0,259
0,252
2,79
3,59
1,08
1,42
1,27
t.16
0,41
0,60
0,30
0,39
0,52
0,52
6,31
8,45
2,96
3,19
1,31
1,30
0,30
0,39
0,42
0,42
9.76
12,9
30. 45. 3
30. 45. 4
30. 45. 5
0,441
0,436
0,430
4,48
5,lB
6.99
1,46
1 ,91
2,35
1,43
1,42
1 .41
1,60
2,50
2,47
0,70
0,91
1 .11
0,86
0,85
0,u
3,C0
4,01
5,05
5,17
6,65
8,02
1,54
1,52
1.51
0,91
1,18
144
0,64
0,64
0,64
5,27
6,97
8.65
30. 60. 5
30. 60. 7
0,256
0,248
15,6
20,1
4,04
5,50
1,90
1,BB
2,60
3,41
1 ,12
1,52
o,7B
0,76
7,A5
10,0
16,5
21,8
1,96
1,93
1,69
2,28
0,63
0,62
10,9
15,0
40. 50. 3
40. 50. 4
40. 50. 5
0,632
0,629
0,625
6,58
8,54
10.4
1,87
aA1
3,02
1,58
1,57
1 .56
3,76
4,86
5,89
1,25
1,64
2.01
1,20
1 ,19
1 ,18
1,84
2,46
3, 10
8,46
10,9
13.-?
1,79
1,18
1,76
1,89
2,46
3,02
0,85
0,84
0.84
3,66
4,85
6,04
40. 60. 5
40. 60. 6
40. 60. 7
0,431
0,433
0,429
17,2
20,1
23.0
4,25
5,03
670
1,89
1,BB
1,87
6,11
7,12
8,07
2,02
2,38
214
1 ,13
1,12
1 ,11
3,73
4,52
5,31
19,8
23,1
26.3
2,03
2,02
2.00
3,50
4,12
4,73
0,86
0,85
0,85
6,56
7,83
9.01
40. 80. 4
40. BO. 6
40. BO B
0,265
0,259
n 1R2
3'1 ,1
AAO
57,6
5,93
8,73
1i,1
2,51
2,55
2,53
5,32
7,59
9,68
1,66
2,44
3, 1B
1,07
1,05
1,04
4,63
6,24
8.40
33,0
41,6
60,9
l,o5
2,63
2,60
110
4,90
6.41
0,85
0,84
0,84
6,52
9,70
12 1
50. 65. 5
50. 65. 7
50. 65. I
0,583
0,574
0.567
23,1
31,0
1Aaoo,L
5,1 1
6,99
o 1-7
2,04
2,02
2,00
11,9
15,8
19,4
3, 1B
4,31
5.39
1 ,47
1,44
1,42
2,59
3,66
4.75
28,B
38,4
47.0
2,28
2,25
)))
6,21
B,3l
10.5
1,06
1,05
1,05
5,89
6,90
8,72
50.100.6
50.100. B
50'1 00.1 c
0,263
0,258
0,252
89,7
116
141
13,8
18,0
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3,20
J, to
3. 16
1tr 2
19,5
23,4
3,86
5,04
6.17
1,32
1,31
1,29
5,00
6,80
8,50
OR'
123
149
3,30
3,28
')')r,
9,78
12,6
15.5
1,06
1,05
1,04
7,78
10,4
12,8
55. 75. 5
55' 75. 7
55. 75. 9
0,530
0,525
0.518
2trtr
41,9
59,4
6,84
oro
1 1,8
aa-
Z,J /
2,35
1,33
to,l
21,8
26.8
3,89
5,32
6,66
1,60
1 ,59
't R1
2,45
3,4J
444
43,1
51,9
71 ,3
2,61
,tro
2.55
B,68
11,8
14,8
1 ,17
1 ,17
1 ,'16
4,58
6,40
8,09

Lanjutan: baia siku'siku tidak samakaki
Panjang biasa 3 : 15 m
l:
F
tr
J
..!
-
L ukuran-ukuran dalam mm F
cm2
berat
kg/m
jarak titikberat-titikberat dalam cm
a b d r r1 ex ey W1 v,1 v2
m. 90. 6
m. 90' 8
60.90.10
60 90
6
B
10
7 3,5
8,69
11,4
14.1
6,82
8,96
11.0
2,89
2,97
3,05
1,41
1,49
1.56
6,14
6,1 1
6,08
4,50
4,54
4,57
2,46
2,56
2,66
3,16
3,15
3.14
1,60
1.,69
1,74
65' 75. 6
65 75. I
65.75.10
65 75
6
B
10
o 4
8,1 1
10,6
13.1
6,37
B,U
10.3
2,19
2,28
2,35
1,70
1,78
186
5,28
5,26
5,23
4,60
4,62
4,M
2,68
2,79
2,89
2,75
2,78
2.79
2,11
2,14
2,20
65. 80. 6
6s. 80.I
65. 80.10
65.80.12
65 BO
6
B
10
12
B 4
8,41
11,0
13,6
16,0
6,60
8,66
10,7
12.6
2,39
2,47
2,55
2,63
1,65
1,73
1,81
1,BB
5,61
5,59
5,56
5,54
4,63
4,65
4,68
4.10
2,69
2,79
2,go
3,00
2,94
2,94
2,95
2.98
2,01
2,05
2,11
2.15
65'100. 7
65 100. I
65.1 00.1 1
65 100
7
o
1'r
10 5
11,2
14,2
11,1
8,11
11,1
13.4
3,23
3,32
3,40
1,51
1,59
1,67
6,83
6,78
6,14
4,91
4,94
4.97
2,66
2,76
2,85
3,48
3,46
3,45
1,73
1,18
1,83
a5.115' 6
65.115' 8
65.1 1 5.1 0
65 115
6
B
10
B 4
10,5
13,8
11,1
8,25
10,9
13.4
3,85
3,94
4,02
1,38
1,46
1,54
7,74
7,6f
7.51
5,26
5,30
5,34
2,52
2,61
2,70
3,74
3,73
3.12
1,52
1,59
1,68
65.130. 8
65.1 30.1 0
65'1 30.1 2
65 130
B
10
12
11 5,5
15,1
18,6
22.1
11,9
14,6
17,3
4,56
4,65
4,14
1,37
1,45
1.53
8,50
8,43
8,37
5,71
5,16
5.81
2,49
2,58
2.66
3,86
3,82
3,80
1,47
1,U
1.60
75. 90. 7
75' 90. I
75. 90.11
15 90
l
9
11
8,5 4,5
11,1
14,1
17.0
8,74
11,',l
13,4
2,67
2,76
2,83
1,93
2,01
2.09
6,32
6,30
6,28
5,33
5,35
5,31
3,1.1
3,22
3.33
3,32
3,U
3,35
2,38
2,41
2,45
75.100. 7
75.1OO. I
75.1 00.1 1
75 100
7
I
11
10 5
1 1,9
15,1
18.2
9,32
11,8
14,3
3,06
3,15
3,23
1,83
1,9',1
1.99
6,96
6,91
6,87
5,42
5,45
5,49
3,10
3,22
3,32
3,61
3,63
3,65
2,18
2,22
2.27
75'130'8
75.130.10
75.130.12
75 130
B
10
12
10,5 5,5
15,9
19,6
23,3
12,5
15,4
18,3
4,36
4,45
4,53
1,65
1,73
1,81
8,73
8,66
8,61
6,01
6,05
6.09
2,99
3,08
3,18
4,26
4,24
4.21
'1,83
1,BB
1,95
75.150' I
75.1 50.1 1
75.1 50'1 3
75 150
o
11
13
10,5 5,5
19,5
23,6
21.7
15,3
18,6
21,1
5,28
5,37
5,45
1,57
1,65
1.13
9,79
9,73
9,67
6,62
6,66
6.70
2,W
2,97
3,04
4,46
4,44
4.42
1,72
1,17
1.85
75.170.10
75.170.12
75.150.14
75.170'16
75 170
10
12
1^
t+
i6
i1,5 5,5
23,7
28,1
32,5
36,8
18,6
22,1
25,5
28,9
6,21
6,30
6,39
6,47
1,52
1,60
1,68
1,76
10,9
10,8
10,7
10,7
7,33
7,38
1,M
7,48
2,81
2,89
2,96
3.03
4,62
4,59
4,56
4,54
1,81
1,75
1,10
1,65
42
---/

5
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L tga lx
cm4
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cmr
lx
cm
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cm kY
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cm
ln
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cm kn
60. 90. 6
60. 90. 8
60.90.10
0,442
0,437
0.431
71,7
92,5
112
11 ,l
15,4
1B,B
2,87
2,85
2,82
25,8
33,0
39,6
5,61
7,31
8,92
1,12
1,70
1,68
2,94
3,94
5.00
82,B
107
129
3,09
3,06
3,02
14,6
19,0
23,1
1,30
1,29
1,28
5.18
6,87
8,56
65. 75. 6
65. 75. 8
65.75.10
0,740
0,736
0.732
44,0
56,7
68,4
8,30
10,9
13,3
2,33
2,31
2,29
30,7
39,4
47.3
6,39
8,34
10,2
1,94
1,92
1,90
2,14
2,85
3,63
60,2
77,3
92.7
2,73
2,70
2.66
14,4
1B,B
23,0
1,34
1,33
1,33
4,55
6,01
7,42
65. 80. 6
65. 80. I
65. 80.10
65. 80.12
0,649
0,645
0,640
0,634
52,8
68,1
82,2
95,4
9,41
12,3
15,1
'
17,8
2,51
2,49
2,46
2,M
31,2
40,1
48,3
55,8
6,M
8,41
10,3
12,1
1,93
1,91
1,89
1,87
2,26
3,02
3,83
4,57
68,5
BB,O
106
122
2,85
2,82
2,79
2,76
15,6
20,3
24,8
29,2
1,36
1,36
1,35
1,35
4,55
6,01
7,44
B,B1
65'100. 7
65.100. I
65.1 00.1 1
0,419
0,415
0,410
113
141
167
16,6
21,0
25,3
3,11
3,15
3.13
37,6
46,7
55.1
7,U
9,52
11,4
1,U
1,82
1,80
3,34
4,32
5.30
128
160
190
3,39
3,36
3,34
21,6
)7)
32,6
1,39
1,39
1,38
5,76
1,36
8,92
65.115. 6
65.115. B
65.1 1 5.1 0
0,327
0,324
0,321
145
lBB
229
18,9
24,8
30,6
3,11
3,69
3,66
u,4
44,2
53.3
6,71
o, /o
10,8
1,81
1,79
1.77
3,21
4,31
5,45
158
205
249
3,BB
3.85
3.82
21,1
27,4
aaa
1,42
1,41
1,40
5,22
6,99
8,77
65.130. 8
65.1 30.1 0
65.1 30.1 2
0863
0,259
0.255
263
321
376
31,1
38,4
45.5
4,17
4,15'
4,12
44,8
u,2
63,0
o,l I
10,7
12,7
1,72
1,71
1.69
5,01
6,40
7,75
280
340
397
4,31
4,27
4.24
28,6
35,0
41,2
1,38
1,31
1,37
7,95
9,93
11,8
75. 90. 7
75. 90. 9
75. 90.11
0,683
0,679
0.675
BB,1
1i0
130
13,9
17,6
21,1
2,81
2,79
2,71
55,5
69,1
81.7
9,98
12,6
18.5
2,23
2,21
2,19
2,22
2,82
3,55
117
145
171
3,24
3,21
3.17
27,1
34,1
40.9
1,56
,1 ,56
1,55
4,57
5,83
7,07
75.100. 7
75.100.9
75.100.11
0,553
0,549
0,545
118
148
176
17,0
21,5
25,9
3,15
3,13
3,1 1
56,9
71,0
84,0
10,0
12,7
15,3
2,19
2,17
2,15
2,49
3,21
3,95
145
181
214
3,49
3,47
3,M
30,1
37,8
45,4
1,59
1,59
1.58
4,69
troo
7.26
75.130. B
75.1 30.1 0
75.130.12
0,339
0,336
0,332
276
337
395
31,9
39.4
46,6
4,17
4,14
4,12
68,3
82,9
96,5
11 ,7
14,4
17.0
2,08
2,06
2,04
3,69
4,63
5,65
303
369
432
4,37
4,34
4.31
41,3
50,6
59.6
1,61
1,61
1.60
6,10
t,60
9,09
75.150. I
75.150.11
75.1 50.1 3
0,265
0,261
0,258
455
545
631
46,8
56,6
66,1
4,83
4,80
4,78
78,3
93,0
107
13,2
15,9
18,5
2,00
1,98
1.96
4,85
6,00
7,15
484
578
668
4;98
4,95
4,91
50,0
59,8
69,4
1,60
1,59
1,58
7,65
9,35
1i,0
75.170.10
75.170.12
75.170.14
75.170.16
0,214
0,210
0,207
0.204
709
834
955
1070
65,1
78,0
90,0
102
5,47
5,45
5,42
5,39
BB,2
'103
117
130
14,8
17,4
20,0
22,6
1,93
1,91
1,89
1,BB
6,40
7,65
9,05
10,4
739
B68
992
1110
5,59
5,56
5,53
5,50
58,5
68,9
79,0
BB,8
1,57
1,57
1,56
1,55
9,56
1 1,5
13,4
15,3

lanjutan: baja siku-siku tidak samakaki
panjang biasa 3 : 15 m
L ukuran-ukuran daJam mm
F
cm2
berat
kg/m
jarak titikberat-titikberat dalam cm
a b d r t1 ex eY w w1 v1 v2
80.120.8
80. 1 20'1 0
4o.120.12
80.120.14
BO 124
8
10
12
14
i1 5,5
15,5
'r9,1
22,7
26,2
12,2
15,0
17,8
20,5
3,83
3,92
4,00
4,08
1,87
1,95
2,O3
2,10
8,23
8,18
8,14
8,10
5,99
6,03
6,06
6.08
3,27
3,37
3,46
3.55
4,20
4,19
4,18
4.17
2,16
2,19
2,25
2,29
90.110. I
90.1 1 0'1 1
90.1 1 0.1 3
90 110
o
11
'13
12 6
17,3
20,9
24,5
13,6
16,4
19.2
3,30
3,38
3,46
2,32
2,40
2,8
7,72
7,69
7,67
6,41
6,44
6.45
3,74
3,85
3,96
4,06
4,06
4,07
2,79
2,U
2,88
90. 130.1 O
90. 1 30.1 2
90.130.14
e0 130
10
12
t4
12 6
21,2
25,1
29.0
16,6
19,7
22,9
4,15
4,24
4,32
2,18
2,26'
2,U
8,92
B,BB
B,85
6,69
6,72
6,74
3,75
3,85
3,96
4,62
4,ffi
4.58
2,51
2,$
2,61
90. 1 50.1 0
90.150.12
90 150.14
90 150
10
12
14
12,5 6,5
23,2
27,5
31.8
18,2
21,6
25.0
4.99
5,08
5,16
2,43
2,11
2,19
10,1
10,0
9.99
7,09
7,12
7,15
3,63
3,71
3,79
4,99
4,98
4,91
2,26
2,32
2.36
90.250.10,
90.2fi.12
90'250.14
90.250.16
90 2W
10
12
14
16
12,5 6,5
33,2
39,5
45,8
52,0
26,0
31,0
36,0
40,8
9,49
9,59
e;68
9.77
1,57
1,65
1,74
1.82
15,6
15,5
15,4
15,3
10,5
10,6
10,1
10,8
3,02
3,09
3,17
3,24
5,90
5,87
5,82
5,78
1,16
1,80
1,87
1,96
100.150.10
100.15A,12
1 00.1 50.1 4
100 150
10
12
14
'13
6,5
24,2
28,7
33,2
19,0
22,6
26.1
4,80
4,89
4,97
2,U
2,42
2,50
10,3
10,2
10.2
7,50
7,53
7.56
4,10
4,19
4,28
5,25
5,24
5,23
2,68
2,73
2,77
100.200.10
100.200.12
100 200.14
100 200-16
100'200.18
100 200
10
12
14
16
1B
15 7,5
29,2
u,8
40,3
45,7
51,0
23,0
27,3
3.1;6
35,9
40,0
6,93
7,03
7,12
7,20
7,29
2,01
2,10
2,18
2,26
2,34
13,2
13,1
13,0
12,9
12,9
8,76
B,B2
8,88
8,93
8,97
3,75
3,84
3,93
4,02
4,09
5,98
5,95
5,92
5,BB
5,86
2,22
2,26
2,32
2,39
2,46
44

i
t
I
t
l
I
I
I
t-_
L tgo lx
cm4
wx
cm3
tx
cm
"'ao
wro
cm"
lY
cm
k, lt
cma
i,q
cm .ko
ir.,
cm
klJ
80.120. I
80'1 20.1 0
80.120.12
80.120.14
0,441
0.438
0,433
0,429
226
276
323
368
27,6
34,1
40,4
46.4
3,82
3,80
3,77
3,75
B0.g
s,1
114
130
13,2
16,2
19,1
22,0
2,29
2,27
2,25
2.23
2,97
3,73
4,52
5,30
261
3rB
371
421
4,10
4,07
4,04
4,01
45,8
56,1
66,1
75,8
'l 1at,tz
1 ,71
1,71
1.70
5,24
6,52
7,79
9,03
90.110.I
90.1 1 0.1 1
90.1 1 0.1 3
0,652
0,650
O.MB
204
243
281
26,5
31,9
37,2
3,43
3,41
3,39
122
146
r68
18,3
22,1
25.7
2,6A
2,64
2,62
2,46
?,gg
3,58
264
315
362
3,90
3,BB
3.85
62,2
74,3
86.0
1,89
1,BB
I,BB
4,83
5,90
6,%
90 130.10
90.1 30.1 2
90 130.14
0,472
0,468
0,465
358
420
480
40,5
48,0
55,3
4,11
4,09
4.07
141
165
187
20,6
24,4
28.1
2,58
2,56
2.U
3,19
3,82
4,50
420
492
560
4,46
4,43
4,40
78,5
92.6
106
1,93
1,92
1,9'l
5,70
6,81
7.91
90.1 50.1 0
90 150.12
90.1 50.1 4
0,363
0,360
0,357
532
626
716
53,1
63,1
72,8
4,79
4,77
4.75
'146
i70
19{
21,0
24,7
28,4
2,51
2,49
2.47
3,69
4,45
5,20
591
694
192
5,05
5,02
4,99
87,3
102
118
1,94
1,93
1,92
6,14
7,39
8.60
90.250.10
90.250.12
90.250.14
90.250.16
0,156
0, 154
0,152
0,150
2170
2510
2960
3330
140
167
193
219
8,09
8,06
8,03
8,01
163
191
218
243
22,0
26,0
30,0
33.8
2,22
2,20
2,18
2,16
6,75
8,15
9.60
11,2
2220
2630
3020
3400
B,1B
B, 15
8,12
8,09
113
133
152
172
1,U
1,83
1,82
1,82
9,75
11,8
13,8
15,7
1 00.1 50.1 0
100.150.12
1 00.1 50.1 4
0,M2
0,439
0,435
552
650
744
54,1
64,2
74.1
4,78
4,76
4,73
r98
232
264
25,8
30,6
35.2
2,86
2,U
2,82
2,96
3,55
4, rB
637
749
856
5, 13
5,10
5,07
112
132
152
2,15
2,15
2,14
5,22
6,24
7.26
100.200.10
100.200.12
100.200.14
100.200.16
100.200.18
0,266
0,2u
0,262
0,259
0,256
1220
1440
1650
1860
2060
93,2
111
128
145
162
6,46
6,43
6,41
6,38
6.36
210
247
282
316
34-i
26,3
3'r,3
36,1
40,8
45,3
2,68
2,67
2,65
2,63
2,61
4,06
4,91
5,75
6,60
7,50
1 300
1 530
1760
1 970
2180
6,66
6,63
6,60
6,57
6,54
r33
158
't81
204
227
2,14
2,13
2,12
2,11
2.11
6,41
7,68
8,95
10,2
11,5
45

TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055
Bahan
Macam tegangan
Tegangan
yang
diizinkan
untuk
pem-
bebanan
gabungan
AdanB C
Baja konstruksi Bd. 37 menurut N 702 dan Bd. OO
yang memenuhi syarat-syarat percobaan
untuk Bd. 37
tarikan of
tekanan od,
lenturan o,
1400 1610
Baja paku-keling Bd. K 34 menurut N 718,
kaiau jarak a dari tepi sampai tengah_
tengah paku-keling itu dalam arah gaya
ia la h:
Baut-baut-sekerup, baut-baut jangkar dll,
kalau jarak a dari tepisampai tengah_tengah
baut dalam arah gaya ialah:
a :2d
putus-
geseran i
tekanan
tumpuan as
8,0 ir
2d,
dari Bd. 37
1120
2800
1 2BB
3220
a = 1,5d
putus-
geseran i
tekanan
tumpuan 6s
0,Bar
1,6 ar
dari Bd. 37
1120
2240
12BB
2576
a:2d
tarikan o,
putus-
geserani
tekanan
tumpuanas
0,7 at
0,6a.
1,sat
dari Bd. 37
980
u0
21C0
1127
966
2415
a : 1,5d
tarikano,
putus-
geserani.
tekanan
tumpuanas
0,7at
0,60.
1,2ot
dari Bd. 37
980
840
1680
1127
966
1933
Besi-tulang B. tu. OO menurut N 7.lS
tarikan o,
tekananb,
lenturan ou
putus-
geseran i
250
500
300
200
t
J
1) Kalau a sama dengan berat sendiri konstruksi; 6 pembebanan yang berguna; c pembebanan salju; d pembebanan angin sedang dan e pembebananangintinggi, makapembebanangabungan: A = a * b + c; B = a + b+ ddan c = a + b + e.
iJ^1"-T::Tl,T:":lx?i:,i,1:?t^:::::.:,ifl..:l-tj'1.1, ::,* pJaksa.naan da.n konstruksi, dimana petunjuk-petunjuk daripanitia Normarisasiterahr u^rt, ur I I tqt tq PEtulUuK.t'*?T:',::',::j:'::-::Tl]1,-,l11lo,o"nun, maka tesansan-tesansan yans diizinkan ini harus dikuransi densan 15olo.r or rvt ut ilgan I c-lo.
XH'il:::i;ljJjlilH;ff'j:::::?,
penvelenssaraan dan pelaksanaan bertaku dibawah pinnpinan seorans ahlisendiri, maka dapattah diizinkan untukrenambah nilai-nilai dari daftar itu dengan 15%.
46
I-
lilr
ffir-
lillll--
rlilfllll
ih
1ilffiil
h
$
fr
rllfi
iI
,I

,f
GAYA-PIKUL (KEKUATAN ]UIENAHAN} PAKU-PAKU-KELING
untuk sambungan-sambungan dengan irisan tunggal' maka gaya-pikur pada tekanan tumpuan, seberah kiri di bawah garis tangga yang pertama rebih.kecilnoil':-',,fjffiil;:ffi#;T:;:,",:ffi;;,ljru;;:n"n',",,"n il,ln*,nn.n n,r"-oi,,,ilniuk sambunnun-,a,u..,-nfan densan irisan bersanda, maka
47

DAFTAR KOEFISIEN TEKUT co UNTUK BAJA Fe 360
Daftar koefisien tekuk tersebut di atas disusun berdasarkan peraturan Belanda: NEN 3851:
Technische grondslagen voor de berekening van bouwconstructies - TGB 1972
- Staal.
* Tabel ini dari lr. Th. A. Adi Soebagio (Universitas Trisakti).
I 0 1 2 3 4 5 6 7 I I
110
120
130
140
150
160
170
180
190
200
0
10
20
30
40
50
60
70
80
90
100
210
220
230
240
259
1,00
1,00
1,00
1,07
1,1 5
1,24
1,34
137
1,62
1,90
2,04
2,34
2,78
3,26
3,78
4,34
4,94
5,58
6,25
6,96
7,72
8,51
9,34
10,21
11,11
12,06
1,00
1,00
1,01
1,08
1,16
1,25
1,35
1,48
1,64
1,82
2,47
2,38
2,83
3,31
3,84
4,40
5,00
5,65
6,32
7,04
7,80
8,59
9,42
10,30
11,21
1,00
1,00
1,01
1,09
1,17
1,26
1,36
'1,50
1,66
1,94
2,10
2,42
2,98
3,36
3,89
4,46
5,06
5,71
6,39
7 ,11
7,88
8,67
9,51
10,38
,rjo
1,00
1,00
1,O2
1,09
1,17
1,27
1,38
1,51
1,67
1,87
2,12
2,47
2,92
3,42
3,95
4,52
5,13
5,78
6,47
7,19
7,95
8,75
9,59
10,47
I 1,39
1,39
1,53
,1,69
1,gg
2,15
2,51
2,97
3,47
4,00
4,59
5,19
5,84
6,54
7,26
8,03
8,84
9,68
10,56
11:s
1,00
1,00
1,02
1,10
1,18
1.28
1,00
1,00
1,03
1,11
1,19
1,29
1,40
1,54
1,71
1,91
2,18
2,55
3,02
3,52
4,06
4,66
5,25
5,91
6,61
7,34
8,11
g,g2
9,77
10,66
1 1,58
1,00
1,00
1,04
1,12
1,20
1,30
1,41
1,56
1,73
1,94
2,21
2,60
3,07
3,57
4,12
4,70
5,32
5,98
6,68
7,42
8,19
9,00
9,86
10,75
,r:*
1,@
1,00
1,05
1,13
1,21
1,31
1,43
1,57
1,75
1,96
2,24
2,64
3,12
3,62
4,17
4,76
5,38
6,05
6,75
7,49
8,27
9,09
9,94
10,94
11!7
1,00
1,00
1,05
1,13
1,22
1,32
1,44
1,59
1,76
1,gg
2,29
2,69
3,16
3,68
4,23
4,92
5,45
6,11
6,82
7,57
8,35
9,17
10,G|
10,93
11:7
1,00
1,00
1,06
1,14
1,23
1,33
1,46
1,60
1,78
2,O1
2,31
2,73
3,21
3,73
4,29
4,gg
5,51
6,18
6,gg
7,Q4
8,43
9,25
10,12
11,O2
, rju
I

1.
RUMUS.RUMUS UNTUK MENENTUKAN/
MENGHITUNG PENAMPANG BATANG-BATANG
BAJA YANG DITEKAN
Untuk kerampingan-kerampingan lebih besar daripada g0.
lo"ro.
= 1,7 PL2kuntuk , : i,Siaa : 1400 kg/cmzl;
lpera.
= 1,5 PL21, untuk y - !,eQ, (od = 16.10 kg/cmz1.
Dalam rumus ini, maka pharus diisidalam rdan Llrdalam m.
Ynr.'.k
kerampingan-kerampingan rebih kecir daripada g0.
A. Untuk batang-batang iunig"l,
profil-profil-Din : Fpend. = t + 2Lfl
od
Fpend.:: +g,2L2k
a6
Fpend.=!+l,6sLl
o6
Fpend.=:+l,1Ll
o6
B. Untuk kolom_kolom majemuk {ll; I L t l} Oi mana l, ) 1 ,1 l,:
Fpend.: : o,65Ll
od
c' Untuk batang-batang rangka ySng dikerjakan berganda, di mana peratbuhul ditempatkan di antarJprofil_profil:
UntukJ L = Fpend. = t + 2,5L2k
od
J- dan (), Fpend. =
;
+ t,7sLf
UntutJ l: F0,,6. = : + 2,2SLi,
od
Untuk l[.: Forna. = t + g,SLl,
od
Dalam rumus ini maka Lr ialah panjang_tekuk dalam m; untuk p dalam t,
. maka do harus diisi daram ilcm2, untuk p daramkg, maka od daram kg/cm2.
2.
profil-profil-Dir
profil-profit-Dil
profil-profil-Die
49

SECTION PROPERTIES
LIGHT LIP CHANNELS
SIZE SECTION
AREA WEIGHTSIZE
L 200x75x20x3.2
( I50x75X20x4.5
r50x65x 20x3.2
t50x50x20x4.5
l50x 50x ?0x3.?
t50x50x20x2.3
125x50x20x4.5
t25x50x ?0x4.0
t25x50x 20x3.2
f 25x50x 20x2.3
toox50x20x4.5
t00x50x20x4.0
r00x50x20x3.2
r00x50x 20x2.6
r00x50x 20x2,3
t00x50x20x t.6
75x45x t5x2.3
75x45x l5x 1.6
60x30x t0x2.3
60x30x t0x t.5
lb/ft
r50
t50
150
t50
r50
t25
r25
t25
r25
r00
r00
r00
r00
t00
r00
7.874
5.906
5.906
5.906
5.906
5.906
4.92t
4.92t
4.92 r
4.92t
3.937
3.937
3.937
3.937
3.937
3.937
2.953
2. 9s3
2.559
r.969
| .969
r.959
r.969
r.969
t.969
r.969
r.959
t.969
I .969
r .969
I .969
r.969
0 787
0.787
0.787
0 787
0. 787
0.787
0.787
0.787
0.787
0.787
0. 787
0. 787
0. ?87
0.787
0.787
0.787
3.2
4.5
3.2
2.3
4.5
4.0
3.2
2.3
4.5
4.0
3.2
2.6
2.3
t.6
0. t77
0. r26
0. r50
0. t77
0. r57
0. t25
0. r50
0. r77
0. r57
0. r26
0. r02
0.09 t
0.063
0.09 t
0.063
r 3.97
9.567
n.7?
8.607
6.322
t0.59
9.548
7. 807
5.747
9.469
8. s4t
7.007
5.796
5. r72
3.672
2. t65
r .483
I.8t7
0.201
0.980
t.64t
I .480
t.2t0
0.89 r
| .458
| .325
r.086
0.898
0.802
0. 569
0.64 r
0. 458
9.27
7.51
9.20
5. 76
4. 96
8.32
7.50
5. r3
4.5 r
7.43
6.7 !
5.50
{. 55
4.06
2.88
3.25
2.32
?.2s
r .63
?.8?4
3.35t
? 288
?.80?
?.059
r.5il
2.534
2.285
1.867
| .374
2.263
2.044
r .675
r .386
t.237
0. 877
6.2?9
7.392
5.047
6. r82
4.543
3.333
5.59r
5.040
4. il9
3.03 |
4. 993
4. 509
3.696
3,057
2.72E
r.935
2. t84
I .559
r.512
r.095
1
i
b
)
D
"4
)
U
tL
t)
t.1
20
20
20
?0
?0
20
20
20
20
20
20
20
20
50
50
50
50
5o
50
50
50
50
50
50
50
50
45
45
75
75
30
30
2.953
2. 953
2.362
2 36?
,.772
L77?
l. r8r
r. r8t
0.59 t
0.59 r
0.394
0.394
2.3
t.6
2.3
r.6
0.09 r
0.063
4. t37
2.952
2.872
?.072
0. 445
0.32 t
0. 990
0. 707
0.585
0.496
t5
t5
,)
t
u
1-,)
60
50
50
r-

CENTER OF GRAVITY MOMENT OF INERTIA RADIUS OF GYRATION SECTION MODULUS
Zy
2.27
?.50
2.lt
0.894
0. 984
0. r3t
il .75
7.976
87. 5
99.2
53.8
2.t02
2.383
I .293
7 .77
5.92
5.89
2.33 t
2.3 t9
?.66
2.37
r .047
0.933
72. I
55. 2
44.3
3. 979
2.703
r6.8
r9.8
t2.2
I .025
t.208
0. 744
72t
332
0
0
0
0
0
0
0
0
0
0
0 0
0
0
0
0
r .54
| .54
r .55
r .68
i. ee
r .68
0.504
0.604
0.6 t0
0.66 t
0.66 t
0.65 t
0.665
368
2E0
2t0
23E
2t7
rEt
r37
t39
t27
8.8{t
6,727
5.045
5.7t8
5.2 t3
4. 349
3.29 t
3.339
3.05 t
2.57t
2. t55
r .939
r .403
35. 7
2E.3
2t.9
33.5
33. I
26.6
0.858
0.680
0.526
0.805
0. 795
0. 639
0.495
5.60
5.7t
5.77
4.74
4.77
4.8?
2.205
2.248
2.272
| .866
t.t7t
r.898
,.92t
r .75
t.8t
t.86
| .78
r.8t
| .85
I .89
0.689
0.7 t3
0.772
0.70 t
0.7 t3
0.728
0.783
49.0
37. 4
?8.0
38.0
34.7
29. 0
2.990
2.?82
| .709
2.3 t9
2.ttl
| .770
r .336
t0.5
8. t9
6.33
r0. t
9. 38
E.02
0.64t
0.03 t
0.5t3
0.6 t6
0,572
0. 489
0.520
0. s99
0.557
0
0
0
0
0
0
r .69
r .86
r.E6
t.t6
r.E6
0.732
0.732
0.732
0.732
0.732
0.736
20.6
30. 9
28.7
21.5
2,,0
r9.0
0.742
0.690
0. 589
0.509
0.456
0.336
t07
89. 7
80. 7
58.4
4. 88
3.82
3.85
3.90
3.93
3. 9s
3. 99
t.504
t.5t6
r.535
r.547
I .555
t.57t
r.8t
r .E3
r .87
t.90
1.92
| .9s
2t.9
27.7
25.4
2t.3
t7.9
r6. t
il.7
0.7 t3
0.7?0
0.736
0.74E
0.756
0. ?6S
t.690
t.550
I .300
r.092
0.982
0.7t4
6.22
9.82
9. t3
7.8 t
6.68
6.05
0
0
00
r.E6
r.t7
0.477
0. 408
0.370
0.273
, .72
t.72
r .06
r .06
0.677
0.677
0.4 t7
0.4t7
37. I
27.t
r5.6
il.6
-t
0.E9t
0.65 t
0. 375
0.279
0.283
0.209
0.080
0.062
3.00
3. 03
2.33
2.37
t. t8t
t. t93
0.9 t7
0.933
r1.0
il.E
8.7t
3.32
2.56
r.69
t .72
r .07
t.il
0.665
0.677
0.42t
0.437
9.90
7.24
5.20
3. E8
I
0.604
0.442
0.3 t7
0.237
4.47
4.24
3. t3
r.7t
| .32
0.259
0. t9t
0. t04
0.08 t
.l .',
'.'
51

LIGHT CHANNEL
SIZE
SECTION
AREA
WEIGHT
lb/lr
SIZE
350x50x50x4.5
350x50x50x4.0
300x50x50x4..5
300x50x50x4.0
250x50x50x4.5
250x50x50x4.0
200x50x50x4.5
200x50x50x4.0
200x50x50x3.2
t50x75x75x4.5
150x50x50x4.5
t00x50x50x3.2
75x40x t5x3.2
60x30x30x?.3
38x t5x t5x t.5
l9x t2x t2x t.5
350
3s0
300
300
250
250
200
200
200
r3. 78
r3. 78
il.8t
il .8t
9.843
9.843
7.874
7 .874
r .969
r.969
r.959
r.969
r.969
| .969
r .969
1.969
4.5
4.0
4.5
4.0
4.5
4.0
4.5
0.177
0. t57
0. t77
0. r57
0. t77
0. r57
0. r77
0. r57
0. t26
t9. 58
t7.47
t.7. 33
r5. 47
r5.08
r3. 47
r2. 83
n,47
9.263
3.03s
2.708
?.686
2.398
?.337
2.088
r.983
| .778
r.436
r.989
t5. 4
r3.7
t3. 6
t2. t
il.8
r0.6
10. I
9.00
4.69 t
4. t73
4. t43
3.586
3.594
3.229
3.076
?.741
2.?t4
3.075
t0.35
9.206
9. t39
8. t3l
7. 929
7 .123
6. 7E7
6.048
4. 885
5. 787
50
50
50
50
50
50
50
50
r50
r50
t00
75
60
38
r9
7 ,874
5.905
s.906
3. 937
?.953
r.969
2.953
r.969
r.969
1.575
4.0
3.2
4.5
4.5
3.2
3.2
0. t77
0. r77
0. t?6
0. t26
0.091
0.059
t2.83
t0.58
6.063
3.823
2. 586
0.90 t
t.640
0.940
0.593
0.40 t
0. t40
0. 087
7 .?7
r0. I
8.3 t
4. 76
3. 00
2.53 t
I .450
0.9 t4
0.6 t8
0.2 t5
0. t37
5.584
3. 199
2.0 t6
r.364
0 .477
0. 302
50
75
50
50
40
2.362
r .496
0. 748
t. t8t
0.59 t
0.472
2.3
t.5
t.5
30
t5
t2 0.059 0.563
?.03
0.7t
0. 45
52

Tabel Profil Konstruksi Baja

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