Tabel Profil Konstruksi Baja (1)
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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 beberapa 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 mencantumkan 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 mahasiswa 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 (Universitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Trisakti), yang telah memberikan banyak petunjuk dan saran. Semula
buku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sarana Cipta.
Yogyakarta, Desember 1 987
Penyusun
3
DAFTAR ISI
Kata Pengant ar
Daftar lsi
3
5
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)
Profil Kanal
6
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
.
16
18
20
24
29
32
33
34
36
40
M
47
I
4S)
50
52
il
56
56
57
60
66
68
Sizes and Section Properties
Wide Flange Shapes
(lnch Serbs)
Section
lndex
Wdght
Deoth of
Flanoe
(A)
(B)
lbs/ft
kglm
300
Web
Thickness
widlh
Sriction
(t,
tn
mm
1n
446.4
36.72
933
16.655
423
280
416.7
36.50
927
16.595
422
260
386.9
36.24
920
16 555
421
245
364.6
36.06
916
1
6.51 2
230
342.3
35.88
911
16.475
194
288
12.1 17
270.8
36.48
36.32
927
923
12.O72
36" WF
182
170
253.0
36.1 6
918
12.O21
36x12
160
238.1
36.0O
914
150
223.2
200.9
35.84
910
11
35.5s
903
36'WF
36 x16-1/2
135
33"WF
33x15-3/4
7
mm
Flanoe
Corner
Thickfiess
'
)
mm
tn
0 945
24.@
0.885
22.48
0.845
21.46
419
0.802
20.37
418
0.765
19.43
308
o.770
19.56
'r.260
32.00
0.80
307
o.725
18.42
1
.180
29.97
0.80
305
o.680
17.27
1.100
27.94
0.80
12.OOO
305
o.653
16.59
1.020
25.91
.972
304
o 625
15.88
0.940
23 88
1',I.945
303
0.598
1
5.19
o.794
20.17
0.80
rn
Sectional
Radius
(tr)
mm
rn
mm
1.680
42.67
1.O2
25.9
1.570
39.88
1.O2
25.9
1.440
36.56
1.O2
1.350
34.29
r.260
32.OO
Area
cmz
in2
88.1 7
568.8
82.32
531
25.9
76.s6
493.9
1.O2
25.9
72.O3
467.7
1.O2
25.9
67.73
437.O
20.3
57.1
1
368.5
20.3
20.3
53.54
49.98
345.4
322.5
0.80
20.3
47.O9
303.8
0.80
203
4.16
284.9
20.3
39.70
256.1
.
.1
240
357.2
33.50
851
15.865
403
0.830
21 08
1.400
35.56
0.96
24.4
70.52
220
327.4
33.25
845
402
o.775
19.69
1.275
32.39
0.96
24.4
64.73
455.0
417.6
200
297.6
33.OO
838
5.810
'r5.750
400
0.7i5
18.16
1.150
29.21
0.96
24.4
58.79
379.3
288.5
1
1
:
152
226.2
33.50
851
1
1.565
294
0.635
16.13
1.055
26.80
0.75
19.O
4l.71
WF
141
209.8
33.31
846
1
1.535
293
0.60s
15.37
0.960
24.38
0.75
19.O
41.51
33x11-1/2
267.8
130
193.5
33.1 0
841
1
1.510
292
0.580
'14.73
0.8s5
21.72
0.75
19.O
38.26
246.8
118
175.6
32.86
835
11
.484
292
0.554
14.O7
o.738
18.74
o.75
19.0
34.71
223.9
210
312.5
30.38
772
1
05
384
o.775
19.69
1.315
33.40
o.91
23.1
61.78
398.6
I
19Q
2828
30.r2
765
15.040
382
0.710
18.03
't .1
85
30.ro
o.9r
23.1
55.90
360.6
I
172
256.0
29.88
759
14.985
381
0.65s
16.64
1.065
27.O5
o.91
23.1
50.65
326.8
770
10.551
268
0.615
15.62
1.000
25.N
o.70
17.8
38.83
250.5
10.521
267
0.s85
14.86
0.930
23.62
o.70
17.8
36.45
I
33'
30'wF
30x15
30'wF
*x1O-1/2
27'WF
27 x14
5.1
a
I
132
196.4
30.30
124
184.5
30.16
116
172.4
30.00
762
10.500
267
o.564
14.33
o.8so
21.59
o.70
17.8
34.r3
235.2
220.2
108
r60.7
29.82
757
10.484
266
0.548
13.92
0.760
19.30
o.70
17.8
31.77
205.0
I
99
147.3
29.U
753
10.458
266
o.522
13.26
0.670
17.O2
0.70
r
7.8
29.11
187.8
a
-766
a
J
177
263.4
27.31
694
14.090
358
o.725
18.42
1.190
30.23
o.86
21.8
52.10
336.1
238.1
2t.o8
€
160
688
14.023
356
o.658
16.71
1.O75
27.31
o.86
21.8
47.O4
303.5
€
145
215.8
26.88
683
13.965
355
0.600
15.24
o.975
24.77
o.86
21.8
42.68
275.4
c
114
169.7
27.28
693
10.070
256
o.570
14.48
0.932
23.67
o.64
r6.2
33.53
218.3
102
4
151.8
27.O7
688
10.018
254
o.518
13.16
2r.01
0.64
16.2
30.o1
193.6
91
139.9
26.91
684
9.990
zil
o.827
o.490
12.45
o.747
18.97
o.64
18.2
27.65
178.4
125.O
26.69
678
9.963
253
o.403
1
1.76
o.636
16.15
o.64
r6.2
24.71
159.4
t
27' WF
27 x10
6
u
2
Moment of lnertia
Jx
Radius
Jv
of
Gyration
x
Modulus
of
Section
Zx
tY
Section
lndex
Zy
in.
cml
in.
cml
1n
cm
tn
cm
20,290.2
844,600
1,225.2
46,730
15.17
38.s3
3.73
9.47
1, I
18,819.3
783,rtOO
1,127.5
46,320
1
5.12
3.70
9.40
1,031.2
17,233.8
717,NO
1.020.6
45,880
15.00
38.40
38.1 0
3.65
9.27
951
.1
15,588.5
2,O20.9
16,092.2
669,900
9M.7
45,560
14.95
37.97
3.62
9.19
892.5
14.628.1
123.3'
't14.4
14,988.4
623,900
870.9
45,250
14.88
37.80
3.59
9.12
835.5
13.693.8
105.7
1,732.4
12,103.4
503,800
469,600
355.4
14,790
'r3,640
14.56
36.98
2.49
6.32
663.6
10,876,4
58.7
962.1
1452
36.88
2.47
6.27
621.2
10,181.5
54.3
890.O
435,800
405,400
300.6
1
2,510
14.47
36.75
2.45
6.22
579.1
9.491.4
275.4
1
1,460
14.38
36.s2
2.42
6.15
541.0
8,867.O
50.o
45.9
819.5
9,738.8
9,012.1
375,200
250.4
10,420
14 29
6.04
502.9
8,242.5
41.8
685.1
324,500
207.1
8,621
14 01
36.30
35 58
2.38
7,796.1
2.28
5.79
438.6
7,188.6
34.7
568.7
' 3.585.1
565,500
512,500
874.3
782.4
36,400
13.88
35.26
3.52
8.94
811.1
13,293.9
1',to.2
1.806.2
'2.312.1
13.79
35.03
3.48
8.84
740.6
12,138.4
99.0
1,622.6
' 1.048.2
459,900
691.7
32,570
28.190
13 71
34.82
3.43
8.71
669.6
10,974.7
87.8
1,439.0
3 147.6
s39,200
256.1
10,660
13.50
34.29
2.39
6.07
486.4
7,972.1
44.3
726.1
M2.2
309,800
229.7
9.562
13.39
34.O1
2.35
5.97
446.8
7,323.O
39.8
652.3
33" WF
5,699 0
278.900
201.4
8,384
13.23
33.60
2.29
5.82
4048
6,634.7
35.0
33 x11-1/2
5 886.9
245.100
170.3
7,089
13.02
33.O7
2.22
5.64
358.3
5,872.5
29.7
573.7
486.8
) 872.4
410,100
701
I
29,470
12 64
32.1 0
3.38
8.58
649.9
10,651 .9
93.7
1,535.7
82s.9
624.6
26,OOO
12.57
31 .93
3.34
8.48
586.1
9,606.2
83.1
1,362.O
: 891 .5
367.400
328.500
550
1
22,900
12 48
3i.70
3.30
8.38
528
2
8,657.2
73.4
1,203,0
5 753.1
239,500
185.O
7,701
12.17
30.91
2.18
5.54
379.7
6,223.3
35.1
575.3
3 347.1
222,600
169.7
7,064
12.11
30,76
2.16
5.49
354.6
5,81 1.9
32.3
529.4
4 919.1
2@,800
153.2
6,377
12.OO
30.48
2.12
5.38
327.9
5,374.3
29.2
I
478.6
461.O
185,700
1
35.1
5,624
1
1.85
30.10
2.06
4,903.9
25.8
422.9
166,000
1
16.9
4,866
1
1.70
29.72
2.OO
5.23
5.08
299.2
3 988.6
269.1
4,410.5
22.4
367.1
1
1,281.5
10,470.0
7
3
327.7
inr
cm3
05.1
in3
cm3
12.6
147 .1
16,901.4
135.9
2,410.9
2,227.4
r 8,1
1,875.0
752.3
:-?qA
280,1 00
518.9
21.600
1
1.36
28.85
3.16
8.03
492.8
8,077.O
73.7
1,207.9
:-
t1t)
2s0,500
458.O
19,060
1
1.31
28.73
3.12
7.92
444.5
7,285.4
65.3
1,O70.3
I-
aJ
225,400
406.9
16.940
11
.26
28.60
3.09
7.85
402.9
6,603.5
58.3
955.5
169,900
150,000
149.6
6,228
1
1.O3
28.O2
2.11
5.36
299.2
4,903.9
29.7
486.8
129.5
5,391
10.96
27.83
2.O8
5.28
266.3
4,364.7
25.9
424.5
325671
rgO,OOO
1 1
5.',I
:::33
4,791
10.87
27.61
2.O4
5.18
242.8
3,979.5
23.O
377.O
117,600
95.7
3,984
10.69
27.15
1.97
s.oo
211.7
3,469.8
19.2
314.7
40805
3
604
1
i
36'WF
36x1p-1/2
36' WF
36x12
33" WF
33x15-3/4
30" wF
30 x'15
30'WF
30 x 1G1/2
27" WF
27
x14
27'WF
x10
27
Wide Flange Shapes
(lnch Soriosl- Contirrred
Section
lndex
I
24
WF
24x14
24'WF
24x12
24'WF
24
x9
21'WF
21 x13
21',WF
21
x9
Deoth of
Section
Flanoe
Web
Thickness
widih
(A)
(B)
(t,
Corner
(t,
kg,/m
ln
mm
tn
mm
tn
mm
160
238.1
24.72
628
14.091
3s8
0.6s6
16.66
1
.135
r45
215.8
24.49
622
14.043
357
0.608
15.44
1.020
r30
r
93.5
24.25
616
14.OOO
356
0.565
14.35
0.900
tn
Sectione
Radius
mm
Area
in
mm
in2
cFF
28.83
o.70
17.8
47.O4
303 :
25.91
0.70
17.8
42.62
27a:
22.86
0.70
178
38.21
245
1
120
178.6
24.31
617
12.088
&7
o.556
14.12
t10
24j6
o.930
23.62
o.70
17.8
163.7
35.29
614
12.U2
227'
306
o.510
r@
12.95
o.855
21.72
o.70
148.8
24.@
17.8
610
32.36
208
E
12.OO0
30s
0.468
1
1.89
o.775
19.69
0.70
17.8
29.4ir
189
S
r 78.3
94
139.9
24.29
617
9.061
230
o.516
13.11
o.872
22.15
84
0.54
r3.8
125.O
24.@
27.63
612
9.015
229
o.470
1
1.94
o.772
19.61
76
0.54
13.8
113.1
23.91
159
607
8.985
228
o.40
24.71
1
1.18
o.682
17.32
68
0.54
13.8
101.2
23.71
602
22.37
144.3
8.961
228
0.416
10.57
o.582
14.78
o.54
13.8
20.00
r 29.C
.
142
2'-t 1.3
z'-t.46
545
13.132
334
0.659
16.74
1.O95
27.81
0.65
r
127
6.5
21.24
41.76
189.O
539
269 4
13.061
332
o.588
14.94
o.985
25.O2
0.65
16.5
1'.t2
166.7
21.0O
533
37.y
2&
-c
13.OOO
330
o.527
r
3.39
o.86s
21.97
o.65
16.5
32.93
212
a
96
142.9
21.14
537
9.038
230
0.575
14.61
o.935
23.75
o.65
'r6.5
82
20.86
28.21
s30
182.C
122.O
8.962
228
0.499
12.67
o.795
20.1
I
o.6s
16.5
24.10
155.5
73
108.6
21.24
539
8.295
z'.t
68
101.2
21 .13
537
8.270
21x*1/4
210
82
92.27
20.99
533
8.2n
55
8r.85
20.80
528
8.215
18x11-3/4
Flanoe
Thicknless
)
lbs/ft
21' Vtr
18'WF
o.455
r 1.56
o.7Q
18.m
Q.54
13.7
21.46
138.5
o.430
ro.92
o.685
17.q
o.54
13.7
20.o2
r 29.2
209
o.400
10.16
0.615
15.62
0.54
13.7
18.23
117.6
209
0.375
9.52
o.522
13.26
o.54
13.7
r
6.18
104.4
1
114
169.7
18.48
469
11.833
301
0.59s
15.1
1
o.991
25.17
o.60
15.2
105
156.3
33.51
18.32
465
11
.792
300
o.554
14.O7
o.911
23.14
o.60
96
15.2
1
142.9
30.86
18.16
99.1
461
1
1.750
298
o.512
13.OO
0.831
21 .11
o.60
15.2
28.22
1
82.1
101.1
216.2
85
126.5
r8.32
465
8.838
224
o.526
13.36
o.911
18', WF
23.14
o.60
15.2
77
114.8
24.97
18.16
461
8.787
223
0.475
12.O7
18x8-3/4
o.831
21.OO
o.60
15.2
70
[email protected]
18.00
22.63
146.0
457
8.750
222
0.438
1
1.13
o.751
19.O8
0.60
15.2
95.24
20.56
17.87
454
132.6
8.715
221
o.rrc3
10.24
o.686
17.42
o.60
15.2
r8.s
121.3
18' WF
18x7-1/2
8
Wdght
u
60
89.29
19.25
4U
7.558
192
0.416
10.57
o.695
17.65
o.43
55
10.9
81.85
r8.12
17.84
460
7.532
r r3.8
191
o.390
9.91
0.630
16.00
50
o.43
ro.9
74.41
18.00
r0.r9
457
to4.5
7.500
191
9.09
o.570
14.48
45
0.43
66.97
10.9
14.71
17.86
4il
o.358
7.477
94.9
190
o.335
8.51
0.499
12.67
0.43
ro.9
13.24
85.4
LI{
Mornent
a
r'
35
50
E5
of lnertia
Radius
Jv
in.
cml
tn
of
Gyration
ix
cml
tn
Modulus
ty
cm
of
Section
Zx
tn
cm
in,
cm3
5,1r0.3
212,7@
492.6
20,510
10.42
26.47
4,561.O
189.900
3.23
8.20
434.3
413.5
18,080
6,777.3
10.34
69.9
26.26
1,145.7
3.19
8.10
372.5
6,105.3
10.24
61 .8
1,012.9
26.O1
3.13
4,O09.5
166.900
375.2
15,620
7.95
330.7
5,420.2
53.6
878.5
1.7
3,635.3
151,300
254.O
ro.570
t8
10.15
25.78
3.3r5.O
2.68
6.81
138,OOO
229.1
299.r
9,537
4,90.2.2
10.12
42.O
25.70
688.4
)-9
2.987.3
2.66
6.76
274.4
8,471
4,497.4
10.o8
38.O
25.60
2.63
622.8
6.68
248.9
4,O79.5
33.9
5s5.6
124,m
203.5
Section
lhdex
Zy
in!
cm3
24"WF
24x14
24'. WF
24x12
t3
2,683.O
111,700
102.2
4,254
9.85
25.O2
2,364.3
98,420
1.92
4.88
)-a
88.3
220.9
3,676
3,620.6
9.78
22.6
24.84
370.4
1.89
4.80
r96.3
3.217.4
19.6
321.2
24'. wF
24x9
i-3
2,096.4
87,270
76.5
o
3,184
9.68
r,814.5
24.59
1.85
75.530
4.70
175.4
63.8
2,656
2,874.8
9.53
17.O
278.6
24.2.1
1.79
4.55
1
53.1
2,590.3
14.2
232.7
1
3.403.1
141,700
385.9
16,060
9.03
22.94
9
3.04
3,O17.2
125,600
7.72
338.6
317.2
14,100
5,1 98.9
8.99
58.8
22.83
963.7
3.O1
7.64
284.1
12.060
4,656.4
8.92
51 .8
22.66
849.0
4.O90.9
44.6
731.O
5
2.620.6
109.100
289.7
2.96
7.52
249.6
21" WF
.,1
x13
0
2.088.9
86,960
109.3
4,550
1.752.4
8.60
21.84
1.97
5.OO
72,950
197.6
5
89.6
3,730
24.2
396.6
2'.1.67
't.93
3.238.7
8.53
4.90
21" WF
168.O
2.753.5
20.o
327.8
21
xg
t
1.600.3
66,620
66.2
2,756
8.64
21.94
I
't,478.3
6t,5@
1.76
4.47
r
60.4
50.7
2,514
2,210
2.470.O
8.59
16.0
21.82
262.2
1.74
4.42
139.9
2,293.O
8.53
14.6
21.67
239.3
1.71
4.34
21'
1,832
8.&
126.4
2,O71.7
12.9
21.34
211.4
1.65
4.19
21x8-1/4
109.7
1,798.O
10.7
175.4
D
l
)
1,326.8
1,1&.7
55,230
47.490
53.1
4.O
2.033.8
84,660
255.6
10,640
7.79
!.852.5
19.79
2.76
7.O1
77,120
220.1
231.O
9,616
3,607.4
43.2
7.75
19.68
708.0
2.73
6.93
202.2
3,314.0
8,609
7.70
39.2
19.56
642.5
2.71
6.88
184.4
1,674.7
69,710
206.8
3,O22.3
35.2
576.9
WF
18" WF
x 11-3/4
18
1.429.9
59,520
99.4
4,138
7.57
19.23
1,286.8
2.@
5.08
1
53.570
56.1
88.6
2,558.s
3,688
7.54
22.5
19.15
368.8
1.98
5.03
141.7
3,268
2,322.5
7.49
20.2
r9.o2
331.1
1.95
4.95
18'WF
128.2
2,101.2
17.9
7.46
18.95
293.4
1.93
18
4.90
1
l7.O
1,917.6
l6.r
263.9
2U.9
1.153.9
1,O45.8
48,O30
43,530
78.5
70.3
2,926
984.0
40.960
47.1
1,961
7.47
18.97
889.9
1.63
37,UO
4.'.14
1,78
107.8
42.O
1,766.8
12.5
7.41
18.82
1.6r
4.O9
98.2
1,54t!
r,609.5
11.1
7.38
18.74
I.59
4.U
181.9
89.0
1,458.7
7.30
9.9
18.54
162.3
1.55
3.94
78.9
1,293.2
8.s
139.3
[email protected]
704.s
33.330
29,330
37.2
31.9
1,328
x8-3/4
18'WF
18x7-1/2
I
Wide Flange Shapes
llnch Serieo)-Continued
Section
lndex
16'WF
16x11-1/2
16'WF
16xB-1/2
16'wF
16
x7
Weight
lbs/ft
96
88
14x1+1/2
10
(B)
kglm
tn
mm
142.9
16.32
131.O
16.16
415
410
116.1
16.32
415
71
105.7
16.16
410
64
58
95.24
16.00
86.31
15.86
406
403
Web
Thickness
width
Flanoe
(
mrTt
ln
mm
tn
mm
1
1.533
13.59
o.5@
12.80
o.875
o.795
22.23
1.502
293
292
o.535
1
2'.\.8
o.529
o.486
13.M
0.875
o.795
0.715
o.645
22.23
20.19
8.586
8.543
8.500
8.464
217
12.34
o.443
11.25
o.N7
10.34
0.380
0.346
0.307
0.299
9.65
8.79
7.80
7.59
o.628
o.563
o.503
14.30
o.428
10.87
3.O33
77.O4
72.21
53.1 6
49.23
74.41
16.25
413
7.O73
180
/tOg
N
16.12
7.039
179
16.00
/tOo
7.@O
36
53.57
15.85
403
6.992
178
178
426
634.O
18.69
424
1.875
592.3
550.6
s09.0
18.31
16.590
16.475
421
1.770
47.63
44.96
42.O4
1.545
39.24
476.2
16.81
1.890
48.O1
314
287
'467.3
1'7.19
437
.415
35.94
427.1
16.81
30
1.310
33.27
2.843
2.6s8
2.468
2.093
2.283
2.093
264
246
392.9
16.50
16.025
407
1.205
30.61
1.938
366.1
16.2s
15.945
352.7
16.12
228
16.00
15.87
15.75
400
28.58
27.e9
26.54
25.53
24.89
202
339.3
325.9
314.0
300.6
405
404
403
402
1.125
237
427
419
413
409
406
403
418
416
424
412
410
1.655
*3zo
475
465
456
446
427
16.695
398
15.63
193
287.2
15.50
397
394
184
15.38
391
176
273.8
261.9
15.25
167
248.5
15.12
387
384
158
235.1
15.OO
381
150
223.2
14.88
142
2'.t't.3
14.75
378
375
136
202.4
14.75
127
189.O
14.62
119
177.1
14.50
111
165.2
14.37
103
153.3
95
87
141.4
129.5
14.00
219
f,lote:
*
16.365
16.710
16235
1
6.1
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
401
400
399
398
397
396
39s
394
394
375
371
368
365
14.7N
374
14.690
14.650
14.620
373
14.25
362
14.575
14.12
359
356
14.545
Column Core Section
14.500
I
216
215
66.97
59.53
17.56
20.1
372
371
370
369
368
1
1.090
1.O45
1.OO5
0.980
0.930
0.890
0.840
0.820
0.780
0.730
0.695
o 680
18.16
16.38
15.95
12.78
67.51
62.69
53.1 6
57.99
.813
46.05
1.748
M.40
1.688
42.88
1.623
41.22
1.563
39.70
1
23.62
1.503
38.1 8
22.61
1.438
36.53
21.34
20.83
1.378
35.O0
1.313
19.81
1.248
33.35
31.70
18.54
1
17.65
1.128
28.65
17.27
1.063
27.OO
,188
30.1
I
0.660
0.610
0.570
16.76
1.063
27.@
15.49
.2s.35
o.s40
13.72
o.495
o.465
12.57
o.998
0.938
o.873
o.813
1
1.81
o.748
19.OO
o.420
'to.67
o.688
17.48
14.48
Sectional
Area
Radius
tz)
1n
50
't7.94
Corner
Thickfress
(t,i
45
211
14' WF
Flanoe
(A)
Sriction
78
370
342
14'WF
14x16
Deoth of
23.83
22.17
20.65
ln
mm
in2
0.60
o.60
15.2
28.22.
1
15.2
25.87
167.0
0.60
0.60
o.60
0.60
15.2
2},02
147.9
15.2
20.86
134.6
0.43
o.43
0.43
o.43
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
0.60
0.60
0.60
o.60
0.60
0.60
0.60
cmr
82.1
15.2
18.80
121.3
15.2
't7.o4
109.9
10.9
14.70
94.8
10.9
13.24
85.4
10.9
11.77
75.9
10.9
10.59
68.3
15.2
125.25
15.2
1
15.2
16.98
808.1
754
t'
15.2
108.78
100.59
15.2
94.12
607.2
15.2
595.s
15.2
92.30
84.37
77.63
72.33
69.69
67.06
64.36
15.2
62.O7
15.2
15.2
s9.39
56.73
15.2
54.O7
348.8
15.2
51.73
333.7
15.2
49.O9
46 47
316
15.2
44.O8
284.1
15.2
41.85
270.C
15.2
39.98
37.33
34.99
32.65
30.26
27.94
25.56
257.9
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
't5.2
15.2
15.2
15.2
701.8
649.C
544.3
500 E
466.6
2t49.6
432.e
415.2
400.s
383 2
366.C
7
299.8
2N.8
225.7
210.6
195.2
180.3
164.9
Moment of lnertia
in.
cml
207.O
!
I
1,042.6
43,400
87.5
i
I
I
I
l
I
I
;
!
i
17.12
1.95
17.01
1.93
16.92
1.91
4.95
4.90
4.85
4.78
3.91
2,518
662
16.81
655.4
583.3
515.5
446.3
27,280
24,280
21,460
18,580
34.8
30.5
26.5
1,49
16.97
1.54
22.1
920
6.68
6.64
6.62
6.49
5,610.3
5.013.7
275,200
250,300
5,454.2
227,OOO
.1.91
1
204,400
172,400
1 83,1 00
162,800
146.800
134,400
128,200
122,500
.5
1.141.7
.1,399.4
3.228.9
3.080 9
i
2.671 .4
11 1,200
t
2.538.8
2 402.4
I
l
]
l
I
I
I
6.74
6.70
1.88
1
D
3,642
3.243
6.66
2.798.2
]
2.67
2,847
I
I
2.71
17.45
68.4
60.5
2.942.4
I
I
17.60
6.87
77.9
!
I
6.93
34,710
31,700
3,526.0
i
8,625
7 .710
39,OO0
105,700
100,ooo
94,700
89,480
84,120
19,120
74,380
69,610
:2748
:
16.500
149.6
:3208
' :"lO 6
--369
"a122
' 593 0
'.1.767
. :73 1
' :66 5
'65 8
' f53 5
i
316,6I
66.310
61,470
57,160
52,720
48,530
44,270
4O,25O
1,270
1,103
2,359.5 I 98,220
2.169.71 90,320
1,986 0 82,670
|
1,806 9 I 75,220
16351I 68,070
1 .631 .4 I 67,910
1,466.5 61,050
|
1.331.2 55,420
1,226.61 51,060
48,900
1 ,1 74.8
1,12481 46,820
44,680
1,O73.2
I
|
1,028.6
979.7
930
1
882.7
837.9
790.2
745 0
702.5
660.1
567.7
527.6
491.8
454.9
419.7
383.7
349.7
42,820
40,780
38,720
36,740
34.880
32,890
31.010
29,240
27.480
23,630
21,960
2A,470
18,94C)
17,470
r 5,970
14,560
Section
6.88
6.78
Sec6on
Zy
inr
cm
In
936.9
833.8
?46.4
3,91 2.'l
i
185.2
of
Zx
ty
cm
cml
56,410
50,890
Modulus
Gyration
tn
inl
,355.1
1,222.6
1
of
tx
J
Jx
I
Radius
cm3
lndex
in3
cmr
588.4
527.8
2,722.4
2.479.8
35.9
151.3
127.8
2,094.6
20.4
15.9
1,899.6
18.2
104.2
1,707.8
16.1
94.1
1.542.3
14.3
334.4
298.3
263.9
234.4
80.7
1,322.7
9.8
160.6
8.7
66.1
1
1
32.2
16',WF
16 x11-1/2
16" WF
16
x8-1/2
16,86
1.62
3.86
72.4
1,186.6
142.6
16'WF
16.81
1.50
3.81
64.4
1,055.5
7.6
124.6
16
16.48
1.45
3.68
s6.3
922.8
6.3
103.2
7.26
18.44
4.34
11 .O2
18.21
4.31
10.95
707.4
6s6.9
7.08
17.98
10.84
608.1
10.77
10.59
559.4
492.8
1,594.3
10,766.6
9.966.8
9,168.6
8,077.0
282.7
7.17
10.67
51 1.9
8,390.0
201.0
4,633.4
4,287.6
3,951.6
3,618.9
3.207.5
3,294.4
465.5
4?7.4
397.4
7,629.5
181.8
2,979.7
66.1
1
I
261.6
|
I
241.1
I
220.8
6.99
6.63
6.90
17.75
17.53
4.27
4.24
4.17
4.20
6.81
17.30
4.17
10.59
6.74
17.12
4.14
10.52
6.68
16.97
4.12
10.46
6.65
16.89
4.11
10.M
382.2
6,264.2
147 .7
2,772.4
2,522.4
2,420.8
6.62
16.8',r
10.41
141.8
2,324.1
16.74
5,779.1
135.6
2,222.5
6.56
6.54
16.66
4.O7
10.34
367.8
352.6
339.2
6,O28.2
659
4.10
4.08
5,559.5
130.2
2,134.O
16.61
10.3'l
324.9
5,325.1
124.4
2,038.9
6.51
16 54
4.06
4.05
10.29
310.O
5,080.9
1
18.4
1,940.6
6.49
16.48
4.O4
10.26
295.8
281.9
112.7
1,847.2
07.1
1,755.4
101.3
1,660.3
9s.8
1,570.2
90.6
1,484.9
85.2
1,396.4
16.84
10.36
195.7
|
|
I
]
7,005.1
1
6,513.4
153.9
6.37
16.1 8
3.99
10.1 3
6.32
'r6.o5
3.97
10.o8
226.7
4,848.2
4,620.3
4,381.0
4,153.2
3,936.9
3.715.6
6.31
16.03
15.98
9.58
9.55
9.52
216.0
3,54o.2
77.O
1,262.0
202.O
3,310.7'
71.8
1,176.8
189.4
67.'l
1,099.8
9.47
176.3
62.2
1,019.4
9.45
9.42
9.40
163.6
3,104.3
2,889.6
2,681.4
2,468.3
2,263.4
57.6
944.1
52.8
865.4
48.2
790.O
6.45
16.38
4.O2
10.21
642
1
6.31
4.01
1
6.18
267.3
6.40
16.26
400
10.1 6
253.4
240.2
6.21
15.77
3.77
3.76
3.75
3.73
3.72
6.1 7
15.67
3.71
6.15
15.62
3.70
6.29
6.26
6.23
15.90
15.82
150.6
138.1
1
x7
14"WF
'14
x 16
14'WF
14x1+1/2
11
Wide Flange Shapes
(
lnch Seriesl - Continued
Section
lndex
lbs/ft
Deoth of
Flanoe
(A)
(B)
Web
widih
Section
Thickness
(t,
kg/m
ln
mm
in
mm
tn
)
Jnm
Flanoe
Thickicss
(trI
tn
mm
Sectirar
Corner
Are
Radius
tn
mm
in2
cn'
14"WF
84
125.0
14.18
360
12 023
305
0 45'r
1
1.46
o.778
19 76
0.60
15.2
24.71.
'l5g
14x12
78
1
16.'l
14 06
357
12000
305
o 428
1
1.87
o 718
18 24
o.60
15.2
22.94
14E :
14'WF
14x10
74
110.1
14.r 9
360
10.o72
256
o.450
1
1.43
o.783
19.89
o.60
15.2
?1.76
14O
68
101.2
14.06
357
10.040
255
o.418
10.62
o.718
18.24
0.60
15.2
20.oo
61
90.78
13.91
353
10.000
254
o.378
9.60
0.643
16.33
o.60
15.2
17.94
:
il5r00 [
14' WF
14
x8
4
r
12S
53
78.A7
13.94
354
8.062
205
0.370
9.40
0.6s8
16.71
o.60
15.2
15.59
48
71.43
13.81
351,.
8.031
204
0.339
8.61
o.s93
15.06
o.60
15.2
14.1I
91i
43
63.99
13.68
347
8.000
203
0.308
7.82
o.528
13.41
o.60
15.2
12.65
81 r
38
56.55
14.12
359
6.776
172
0.313
7.95
0.513
13.03
0.43
10.9
11.17
72'
34
50.60
14.OO
356
6.750
171
o287
7.29
0.453
1
1.51
0.43
10.9
10.oo
645
30
M.&
13.85
352
6.733
171
o.270
6.86
0.383
9.73
o.43
10.9
8.81
56.r
190
282.8
14.38
365
12.670
322
1.060
26.92
1.736
4.O9
0.60
15.2
55.86
360.4
151
239.6
13.88
353
12.515
318
o.905
22.99
1.486
37.74
o.60
15.2
47.38
305.7
133
197.9
13.38
340
12.365
314
o.755
19.18
1.236
31.39
0.60
15.2
39.11
252.3
120
178.6
13.12
333
12.320
3r3
0.710
18.O3
1.106
28.09
o.60
15.2
35.31
227.8
106
157.7
12.88
327
12.230
311
0.620
15.75
o.986
25.M
o.60
15.2
31.19
201.2
99
147.3
12.75
324
12.190
310
0.580
14.73
o.921
23.39
o.60
15.2
29.O9
187.7
92
136.9
12.62
3?1
1
2.1 55
309
o.545
13.84
o.856
21.74
0.60
15.2
27.06
174.6
85
126.5
12.50
318
1
2.1
05
307
o.495
12.57
0.796
20.22
0.60
15.2
24.98
161.2
79
1
17.6
12.36
314
12.080
307
o.470
1
1.94
o.736
18.69
o.60
15.2
23.22
149.8
72
107.1
12.25
311
12.ON
306
0.430
10.92
o.671
17.U
o.60
15.2
21.r6
136.5
65
96.73
12.12
308
12.OOO
305
o.390
9.91
0.606
15.39
0.60
r5.2
19.11
123.3
12',WF
58
86.31
12.19
310
10.o14
254
o.359
9.12
0.641
16.28
o.60
15.2
17.06
t 10.1
12x10
53
78.87
12.06
306
ro.0@
254
o.345
8.76
o.576
14.63
0.60
1s.2
r5.59
100.6
50
74.41
12.19
310
8.O77
26
9.42
0.641
r6.28
0.60
15,2
14.71
94.9
45
66.97
r2.06
306
8.O42
0.336
8.s3
0.576
14.03
0.60
15.2
13.24
85.4
&
2*
0.37r
59.53
1
1.94
303
8.mo
203
0.294
7.47
o.516
13.11
0.00
15.2
11
.17
75.9
36
53.57
'12.24
311
6.565
167
0.305
7.75
o.540
13.72
o.37
9.rto
10.59
68.3
31
46.13
12.09
307
6.525
166
0.265
6.73
0.465
11.81
0.37
9.40
9.12
58.8
27
@.18
1
1.96
3o/1
6.500
165
o.2N
6.10
0.400
10.16
0.37
9.40
7.97
51.4
14' WF
14x6-3/4
12'WF
12x12
12'.WF
12
x8
12' .WF
12x6-112
12
Weight
Moment of lnertia
!
Jx
)ttt'
i3l
,:[4
c:
,ta
ra
L
inr
Radius
Jy
cm'
of
Gyration
x
Modulus
of
Section
Section
lndex
Zy
Zx
tY
int
cml
tn
cm
in
cm
in3
cm3
in3
cm3
928.4
38,6s0
225.5
9,387
6.13
15.57
3.02
7.67
130.9
2.145.4
37.5
614.6
14'WF
851.2
35,430
206.9
8.613
6.O9
15.47
3.OO
7.62
121.1
1,984.8
34.5
565.4
14x12
796.8
33,170
133.5
5,557
6.O5
15.37
2.48
6.30
112.3
1,840.6
26.5
434.3
724.1
30,1rto
121.2
5,O45
6.02
15.29
2.46
6.25
r03.0
1,688.1
24.1
39s.0
641.5
26,76
107.3
4,467
5.98
15.19
2.45
6.22
92.2
1,511.2
21.5
352.4
542.1
22,570
57.5
2,394
5.90
14.99
1.92
4.88
77.8
1,275.1
14.3
234.4
484.9
20,180
51.3
2,136
5.86
14.88
1.91
4.85
70.2
1,150.6
12.8
209.8
429.O
r7,860
45.r
1,877
5.82
14.78
1.89
4.80
62.7
1,O27.6
1
1.3
185.2
385.3
16,040
24.6
1,O24
5.87
14.91
1.49
3.78
54.6
894.9
7.3
1
339.2
14,124
21.3
886.8
5.83
14.81
1.46
3.71
It8.5
794.9
6.3
1o3.2
289.6
r2,060
17.5
728.5
5.73
14.55
1.41
3.58
41.8
685.1
5.2
85.2
1,892.5
78,780
589.7
24,550
5.82
14.78
3.25
8.26
263.2
4,313.8
93.1
1,525.9
1,541.8
64,180
48,6.2
20,2N
5.70
14.48
3.20
8.13
222.2
3,641.8
77.7
1,273.5
',,221-2
50,840
389.9
16,230
5.59
14.24
3.16
8.03
182.5
2,991.?
63.1
't,ou.2
i,o71.7
u,610
345.r
14,360
5.5r
14.OO
3.13
7.95
163.4
2,678.1
s6.0
917.8
930.7
38.740
300.9
12,520
5.46
13.87
3.11
7.90
144'.5
2,368.4
49.2
806.4
858.5
35,7N
278.2
11,580
5.43
13.79
3.O9
7.85
13tl-.7
2,207.7
45.7
749.O
788.9
32,W
256.4
10,670
5.40
13.72
3.08
7.82
125.0
2,O48.8
42.2
691.6
723.3
30.r 10
235.5
9.803
s.38
13.66
3.O7
7.82
1
15.7
1,896.3
38.9
637.6
663.O
27,ffi
216.4
9,008
5.34
13.56
3.Os
7.75
107.1
1,755.4
3s.8
586.8
597.4
24,870
195.3
8,130
5.31
13.49
3.04
7.72
97.5
1.598.0
32.4
531.O
533.4
22,2@
174.6
7,268
5.28
13.41
3.02
7.67
88.0
1,42.3
29.1
476.9
476.1
19,820
1o7.4
4,471
5.28
13.41
2.51
6.38
78.1
1,280.0
21.4
350.7
4?6.2
17,7&
96.1
4,000
5.23
13.28
2.48
6.30
70.7
1,158.8
19.2
314.7
19.6
t1
394.5
10,420
56.4
2,W
5.18
13.16
1.96
4.98
u.7
1,060.4
't4.o
ia
229.5
350.8
14,600
so.o
2,081
5.15
13.O8
1.94
4.93
58.2
953,9
12.4
203.2
3r0.1
12,910
4.1
1,836
5.13
13.O3
1.94
4.93
51.9
850.6
11.0
r80.3
280.8
1r,690
23.7
986.6
5.15
13.O8
1.50
3.81
45.9
752.3
7.2
118.O
238.4
9,924
19.8
824.2
5.t I
12.98
1.47
3.73
39.4
645.8
6.t
100.o
[email protected]
8,498
16.6
691.O
5.06
12.85
1.4
3.66
34.1
558.9
5.1
83.6
|.
14'WF
14
x'tO
14'WF
14
x8
14'WF
14x6-3/4
12' WF
12x',|2
12'WF
12x10
12'WF
12
x8
12'WF
12x6-1/2
13
Wide Flange Shapes
{
lnch Series)- Continued
Weight
Section
Index
lbs/ft
l0'
10
wF
xg
r0'wF
toxS-3/4
8' wF
8x8
8'
14
Flanoe
(A)
(B)
Sriction
kg/m
tn
mm
Web
widih
tn
Flanoe
Thickness
(t,
mm
tn
Corner
Thickiess
mm
Sectiona
Radius
(tr)
)
Area
tn
mm
tn
mm
inz
112
166.7
1
1.38
289
10.415
265
o.755
1
too
9.18
1.28
148.8
31.70
11.12
o.50
12.7
10.345
263
32.92
o.685
17.N
89
132.4
1.1l8
28.Q
10.88
0.50
12.7
10.275
29.43
261
183
0.615
r
5.62
o.998
25.35
0.so
12.7
26.19
169 :
Zt-L
77
114.6
10.62
282
276
270
10.195
259
0.535
13.59
o.868
72
22.O5
107.1
10.50
o.50
267
r0.170
12.7
22.67
258
o.510
14€ ;
12.95
o.808
66
20.52
10.38
t0.r
21.18
17
257
13a
o.457
i
1
1.61
o.748
19.OO
10.25
264
260
12.7
60
98.22
89.29
0.50
o.50
19.41
10.o75
256
125
0.415
1o.il
12.7
:
o.683
54
17.35
80.36
10.12
257
10.028
255
0.368
9.35
15.70
o.50
'o.50
49
0.618
72.92
10.00
254
10.000
254
o.340
8.64
o.5s8
14.17
45
66.97
10.12
257
8.O22
2U
o.3so
8.89
39
0.6r8
58.04
9.94
7.990
203
0.318
8.08
o.528
33
49.1r
9.75
252
248
7.964
202
o.292
7.42
0.433
11.00
10' wF
10x10
Deoth of
!
13;
12.7
r
12.7
15.88
102:
o.50
12.7
14.&
Q]E
r5.70
o.50
12.7
13.24
o.50
12.7
r 1.48
8Ss
7l
:rB
13.41
0.50
12.7
9.7r
Ort
'-l
7.66
29
43.16
10.22
260
5.799
147
o.289
7.U
o.s00
25
12.70
37.20
10.08
o.32
256
5.762
8.12
8.53
146
o.252
6.40
o.430
1o.92
21
31.25
9.90
0.32
251
5.750
r46
o.2&
8.12
7.35
6.10
o.3@
8.64
o.32
8.12
6.19
1
:':g
Et r
J-i
4lu
3SI
67
99.71
9.00
229
8.287
210
0.575
14.61
0.933
23.70
58
0.40
10.2
86.31
8.75
t9.70
222
8.222
121
209
0.510
12.95
o.808
20.52
o.40
10.2
17.06
l lc
48
71.43
8.50
&
216
8.117
206
0.405
r0.29
o.683
17.35
10.2
8.25
210
o.€
14.11
Olr
59.53
8.O77
205
0.365
9.27
o.558
14.17
o.40
10.2
1
1.76
7G!
35
52.09
8.12
206
8.O27
2U
0.315
8.00
0.493
12.52
o.40
46.13
10.2
31
203
r0.30
6CE
8.OO
8.000
203
0.288
7.32
o.433
11.00
o.@
10.2
9.12
5€.r
WF
28
41.67
8.06
205
6.540
166
0.285
8xe-1/2
7.24
0.463
r 1.76
o.40
10.2
35.72
7.93
8.23
E?
24
201
8.500
165
o.245
6.22
0.398
10.11
0.40
10.2
7.06
45!
8'
3a
:6
WF
20
29.74
8.14
207
5.268
r34
8x5-1/4
o.2N
6.30
0.378
9.60
0.32
17
25.30
8.r 2
8.@
5.88
203
5.250
133
0.230
5.84
0.308
7.82
o.32
8.12
5.OO
3;I
51.-r
8' WF
6x6
25
37.20
6.37
182
6.080
154
0.320
8.13
'0.456
I r.58
20
0.25
6.35
29.7A
8.20
7.35
157
6.018
4lr
153
0.258
13
6.55
0.367
9.32
0.25
15.5
6.35
5.88
6.OO
152
6.000
152
o.2&
('
23.O7
Jit
6.10
0.269
6.83
0.25
6.35
4.59
23!
r
5
5'WF
18.5
27.63
5.12
130
5.025
128
5x5
0.265
6.73
o.420
10.67
0.30
18
7.A2
23.81
5.45
5.OO
127
5.0oo
127
o.2&
6.10
0.360
9.14
0.30
7.A2
4.70
3s:
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 "
E
tr
:-
;f
"r,]:
il.:I"'7'ts'h
I
Y
Mornent of lnertia
Inlr
I crrt
in.
I 212.
I t8(}.9
718.7
29,920
235.4
9,799
4.67
1
625.0
26,O20
206.6
8,600
4.61
542.4
22580
180.6
7,518
4.55
1
457.2
19,030
153.4
6.386
4.49
1
Jx
in.
cml
I
teo
r.6
3
r35
G
Radius
Jy
of
Gyration
x
cml
Modulus
cm
tn
of Section
Zx l^Jx\
v
Zy
t^s
cm
in3
cm3
1.89
2.67
6.78
126.3
2,O70.O
45.2
[email protected]
11.71
2.65
6.73
112.4
1,842.2
39.9
654.O
1.56
2.63
6.68
99.7
1.634.1
35.2
576.9
1.40
2.60
6.60
86.1
1,411.2
30.1
493.3
in3
cm3
420.7
17,510
141.8
5,903
4.46
1
1.33
2.s9
6.58
80.1
1,312.8
27.9
457.3
tt39
382.5
3/.3.7
15,920
129.2
5,378
4.4
11.28
2.58
6.55
73.7
1,207.9
25.5
417.9
14,310
1
16.5
4,850
4.41
11.20
2.57
6.53
1CZs
67.1
1,099.8
23.1
378.6
305.7
12.720
103.9
4,325
4.39
1
1.15
2.56
6.50
60.4
990.O
20.7
92.9
339.3
272.9
11.360
93.O
3,871
4.35
1
1.O5
2.54
6.45
54.6
894.9
18.6
304.8
86.
248.6
10,350
53.2
2,215
4.33
11.00
2.OO
711
5.08
49.1
13.3
218.0
8,729
1,869
4.27
62r
4.9
804.7
209.7
10.84
1.98
5.03
42.2
691.6
1't.2
183.6
170.9
7
,114
36.5
1.519
4.20
10.67
1.94
4.93
3s.o
573.6
9.2
150.8
550
157.3
6,s48
15.2
632.8
17a
4.29
10.90
1.34
3.40
30.8
504.8
5.2
8s.2
133.2
5.545
12.7
528.7
4.26
10.82
1.31
3.33
26.4
432.7
4.4
72.1
106.3
4,425
9.7
403.8
4.14
10.52
1.25
3.18
z'.t.5
352,4
3.4
55.7
350.7
r252
3tlt
127'
Section
lndex
-r\
tn
10'WF
10x10
10'WF
lo x8
10' WF
10
x5-3/4
rl0.
271.8
11,310
88.6
3,688
3.7'.!
9.42
2.12
5.38
60.4
990.O
21.4
227.3
9,462
74.9
3,1 18
9rc
3.65
9.27
2.10
5.33
52.O
852.3
18.2
7,il7
298.3
183.7
60.9
2,535
3.61
9.17
2.O8
7GE
s.28
43.2
708.O
15.O
245.8
6,O90
49.O
2,W
8'WF
146.3
3.53
8.97
2_U
5.18
35.5
12.1
665
581.8
198.3
8x8
126.5
5,266
42.5
1,769
3.50
8.89
2.O3
58r
3.1.1
509.7
10.6
173.7
109.7
4,567
37.0
1,540
3.47
8.81
2.O1
5.16
5.10
27.4
449.1
9.2
150.8
53'
97.8
4,O71
21.6
899.2
3.45
8.76
't.62
4.11
455
24.3
398.3
6.6
108.2
82.5
3,4U
18.2
757.6
3.42
8.69
1.61
4.09
20.8
340.9
5.6
91.8
8x6-'.t/2
.
8.WF
69.2
2,881
8.50
353.8
32:
3.43
8.71
1.20
3.O5
17.0
278.6
3.2
2,W
52.4
8'WF
56.4
6.72
279.7
3.36
8.s3
1.16
2.95
14.1
231.'.|
2.6
42.6
8
47.
53.5
2,227
'17.1
71 1.8
2.69
6.83
1.52
3.86
r6.8
275.4
5.6
91.8
41.7
1,736
ztc
13.3
553.6
2.66
6.76
1.50
3.81
13.4
219.6
4.4
72.1
30.3
1,261
9.69
4o,3.4
2.s6
6.50
1.45
3.68
10.1
165.5
3.2
52.4
36:
25.4
1,O57
r/s
r3
,.C.
x5-1/4
6,WF
6x6
8.89
370.O
2.16
5.49
1.28
3.25
9.94
162.9
3.54
58.0
5'WF
21.3
886.7
7.51
312.6
2.13
5.41
1.26
3.20
8.53
139.8
3.00
49.2
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
L 16 x5-1/2
L 14X5
L 14x4
L 12x4
J 12x4
Weight
Deoth of
Section
(A)
lbs/ft
kg/m
tn
31
46.13
15.84
402
26
38.69
1s.65
398
26
38.69
32.74
13.89
22
13.72
17.2
25.60
22
19
mm
Flanoe
Web
widih
Thickness
(B)
(t,
Flanoe
Thickfress
(
)
mm
tn
mm
tn
5.525
1N
o.275
6.99
o.42
5.s00
140
o.250
6.35
o.345
353
5.O25
128
0.255
6.48
o.418
348
5.000
127
0.230
5.84
0.335
14.00
356
4 000
102
0 210
533
32.74
12.31
313
4.030
102
o.260
28.28
12.16
309
4.O10
102
o.2N
16.5
24.55
12.00
30s
4.OOO
102
14
20.83
11.91
303
3.970
101
tn
Corner
Radius
t,)
mm
Sectiona
Area
J;
tn
mm
in2
1.23
o.43
10.9
:-2
0.43
10.9
9.12
7.65
5€:
8.76
49,t
:]8 l
10.62
0.43
10.9
7.65
491
o.43
10.9
6.47
4'-
:r2
8.51
o 272
691
043
109
505
.).:
6.60
6.10
o.424
10.77
o.30
7.62
6.47
41 -
'=57
o.349
8.86
o.30
7.62
5.62
JOr
"30
o.230
5.84
o.269
6.83
o.30
7.62
4.86
31
o.200
5.08
o.224
5.69
0.30
7.62
4.14
26'
1
r
5
6
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1
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2
=.3
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L r0x4
I
19
28.28
'to.25
260
4.O20
142
0.250
6.35
o.394
o.30
7.62
5.61
25.30
10.12
257
4.O10
't02
o.240
6.10
o.329
8.36
o.30
7.62
4.98
36:
32'
?a2
17
15
22.32
10.00
254
4.OOO
102
0.230
5.84
o.269
6.83
o.30
7.62
4.Q
28t
:,8
17 .11
9.87
251
3.950
100
o.180
4.57
o.204
5.18
o.30
7.62
3.39
21
10.01
=6
8
rl
J 10X4
I
L
8X4
J 8x4
L
6X4
J 6X4
16
1
1.5
S
15
22.32
8.12
206
4.015
1o2
o.245
6.22
o.314
7.98
0.30
7.62
4.43
28i
3€0
13
19.35
8.00
203
4.000
102
o.230
s.84
o.254
6.45
o.30
7.62
3.83
24-
395
10
14.88
7.90
201
3.940
100
o.170
4.32
o.2u
5.18
o.30
7.62
2.95
19:
308
16
23.81
6.25
159
4.030
102
o.260
6.35
4.72
30:
7.86
6.OO
152
4.OOO
10.2
o.230
o.404
o.279
o.25
r
6.60
5.84
10.26
12
7.O9
o.25
6.35
3.53
22.E
12.65
s.83
148
3.940
100
o.170
4.32
0.194
4.93
0.25
6.35
2.50
16.'
8.5
.49
firrrr',fll
Moment
l,-EE
of
lnertia
::-
cm
ln
cm
481.5
6.39
16.23
1.13
362.5
6.24
15.85
1.47
8.26
343.8
5.63
14.30
6.40
266.4
5.52
14.O2
6,131
2.65
1t0.3
5.40
13.72
6,482
4.55
189.4
4.91
s,+ro
152.8
4.81
16.1
4.65
11.81
93.65
4.61
1'.t
:.,
tr
1.57
4ri
_
r38
1
12,410
8.71
Iti
4
:32
6
10,100
'37 4
8,212
15,500
:-3 I
cm'
Modulus
1
of
Section
Zx
tY
tn
i&i
L
Gyration
ix
inl
cml
of
Radius
Jy
Jx
Section
lndex
Zy
in3
cm3
in3
cm3
2.87
47.O
770.3
4.19
68.67
2.72
38.1
624.5
3.17
51.96
1.04
2.64
34.9
572.O
3.29
53.92
o.99
2.51
28.8
472.O
2.56
41.96
o.72
'r.83
21.O
344.2
1.32
21.63
12.47
0.84
2.13
2s.3
414.7
2.26
37.M
12.22
o.81
2.06
21.4
350.7
1.83
29.99
o.76'
1.93
17.5
286.8
1.39
22.78
o.74
1.88
14.8
242.5
1.13
18.52
i
L 16 x5-1/2
L 14x5
L 14x4
I
t"-
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itr
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4,383
3.67
2.79
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S,ezr
2.25
)a
4,005
4.19
174.4
4.14
ro.52
0.86
2.18
18.8
308.1
2.08
34.09
3'
3,405
3.45
143.6
4.05
10.29
o.83
2.11
16.2
26s.5
1.72
28.1
2,864
2.79
116.1
3.95
10.o3
o.80
2.O3
13.8
226.2'
1.39
22.78
2,160
2.O1
3.92
9.96
o.77
1.96
10.5
172.1
1_O2
16.72
1,994
3.30
137.4
3.29
8.36
0.86
2.'.|8
1
1.8
193.4
1.65
27.U
1,6M
2.62
109.1
3.21
8.15
0.83
2.11
9.88
161.9
1.31
21.47
3.23
8.20
o.82
2.08
7.79
127.7
1.O1
16.55
165.5
2.14
35.07
t 18.7
1"M
23.60
0.96
15.73
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2
8
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:' I
t,f,
!s-
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39
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5
1.99
I;5
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3
83.66
82.82
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1
4.32
179.8
2.59
6.58
o.96
2.4
903.3
2.89
120.3
2.4
6.30
0.90
2.29
7.24
616.0
1.89
2.43
6.17
o.87
2.21
5.O7
1320
=[
1
78.66
10.1
83.10
I
L 12x4
J 12x4
L 10x4
J 10X4
L
8X4
J 8X4
L
6X4
J 6X4
17
T
H Bearing Piles
-
(lnch Series)
Weight
Section
lndex
14x14-1/2
12x12
10x10
8x8
18
Deoth of
Flanoe
(A)
(B)
Section
Web
widih
Thickness
(t,)
Flanoe
Corner
Thickiess
(
Radius
tz)
Sectiona
Area
lbs/ft
kg/m
tn
mm
tn
mm
tn
mm
tn
mm
rn
mm
117
174.1
14.234
362
14.885
378
o.805
20.45
0.805
20.45
102
o.60
15.2
14.032
356
4.7a4
34.4
151.8
o.704
Z/.c -
17.88
o.7u
'u8.1
376
17.88
0.60
15.2
30.o1
r93:
'c55.
inz
n,
89
132.4
13.856
352
14.696
373
o.616
15.65
0.616
15.65
o.60
15.2
73
26.19
108.6
13.636
169 :
346
14.586
370
0.506
12.85
0.506
s9.'
12.85
o.60
15.2
21.46
13€ :
733.'
566.!
74
53
r
lo.l
12.122
308
12.217
310
o.607
15.42
o.607
15.42
o.60
15.2
21.76
14{.r
78.87
11.780
299
12.046
306
o.436
1
1.O7
0.436
11.O7
0.60
15.2
15.58
Itri
394.t
57
84.83
10.o12
254
10.224
2@
0.564
14.33
o.564
14.33
o.50
12.7
42
16.76
9.720
1C8"
62.sO
247
10.078
256
o.418
294."
10.62
o.418
10.62
o.50
12.7
12.35
79-
210.t
8.026
2U
8.158
207
o.446
11.33
o.446
11.33
0.40
10.2
10.60
6[t
1
36
53.57
19.{
ra
t
:<
i
t'
Y
Moment
Sccoonal
Are
t
#
i."*
of lnertia
Radius
Jy
Jx
of
Gyration
x
Modulus
in.
cml
int
cml
IN
cm
tn
cm
222.2
1,228.5
51,140
u3.1
18,440
5.97
15.16
3.59
r 93.6
1,055.1
379.6
15,8@
5.93
t5.06
3.56
326.2
13,580
5.89
14.96
10,9@
5.85
,
16
iti ;
Section
lndex
Zy
inr
cm3
in3
cm3
9.12
172.6
2,828.9
s9.5
975.2
9.O4
150.4
2,465.O
51.3
840.8
3.53
8.94
131.2
2,150.4
u.4
727.7
14.86
3.49
8.86
107.5
1,761.9
35.9
588.4
l
u
)'r
t9
35
of Section
Zx
Y
169.0
909.1
43p20
37,8N
138.5
733.1
30,520
261.9
140.4
566.5
23,580
184.7
7,689
5.10
12.95
2.91
7.39
93.5
1,532.5
30.2
495.O
t OO.s
394.8
16.430
127.3
5,299
5.03
12.78
2.86
7.28
67.O
1,O98.1
21.2
347.5
14x1+1/2
12x1?
I
I log.1
E r 7g'I
--_1--Di 68.
'6
i
294.7
12,270
100.6
4,188
4.19
10.64
2.45
6.22
58.9
965.4
19.7
322.9
210.8
8,775
71.4
2,972
4.13
10.49
2.&
6.09
43.4
711.3
14.2
232.7
119.8
4,987
N.4
1,682
3.36
8.s3
r.95
4.95
29.9
490.O
9.9
162.2
l0xlo
8x8
19
Wide Flange Shapes
(Metric Seriesl
I Degth Flange i
section' .^,-,-.^
weight
sedtion width
rndex
I:(A)
mm
(B)
mm
mm
rm
Corner
Radius
Sectional
(r)
Area
mm
mm
cm2
Moment of
Radius of
lnertia
Gyration
Modtdus of
Section
Jx
Jy
tx
tY
Zx
,
cm.
cm{
cm
cm
cm3
cml
1,O40
kg/m
mm
286 I
243 I
213 I
grz
302
18
34
28
364.0
498,000
15,7@
37.0
eoo
6.56
300
10,9@
16
28
28
309.8
411,OOO
12,600
890
364
6.39
299
9,140
15
23
28
270.9
345,000
10,300
35.7
6.16
7,7&
I
9oo x30O
Thic kness
Web
(t,)
i
84it
68s
{r
I
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800 x3oo
700
x300
5€O.300
241
808
n2
t6
30
28
13.800
33.2
800
3@
6.70
14
26
28
307.6
267.4
339,000
210
292,O@
11,7@
191
792
33.0
300
6.62
8,400
7.290
14
22
782
28
243.4
254,OOO
9,930
32.3
6.39
6,410
662
215 i
1Bs I
166 I
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n2
15
28
28
273.6
237,O@
12,900
29.4
6.86
300
6,700
853
13
24
28
235.5
201,000
10,800
29.3
6.78
722
OSZ
300
5,760
13
20
28
211.5
172.O@
9,A20
28.6
6.53
4,980
602
175
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137 I
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s88
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23
28
222.4
137,000
10,600
24.9
6.90
4,620
701
20
28
192.5
118,000
9,020
6.85
4,O20
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300
24.8
601
17
28
174.5
103.000
7,670
24.3
6.63
3,530
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612
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134
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120
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106
94.6
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202
13
23
22
147.7
103,OOO
3.180
24.6
4.31
3,380
201
314
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20
22
152.5
90,400
2,720
24.3
4.22
2,980
271
600
200
11
17
22
134.4
77,600
u'u
2,280
24.O
4.12
2,590
199
228
10
15
22
120.5
68,700
1,980
23.9
4.05
2,3r0
199
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448
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11
't8
26
163.5
71,OOO
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8,110
20.8
114
7.U
2,910
300
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11
15
26
145.5
60,400
6,760
20.4
6.82
2.500
451
89.7
79.5
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14
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201
t1
19
20
131.3
56,500
2,580
20.7
4.43
2,230
500
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257
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16
20
114.2
47,8@
2,1N
20.s
4.33
aso
1,910
214
199
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14
20
1o1.3
41,900
1,840
20.3
4.27
1.690
185
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103
450 x 200
302
tt
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450 x300
915
,
124
440
300
11
18
24
157.4
56,100
8,110
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18.9
7.18
106
2,550
299
10
15
24
135.O
46.800
6,690
18.6
7.U
2,160
76.0
450
200
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14
18
46
96.76
33,500
1,870
18.6
4.&
1,490
66.2
187
199
8
12
18
84.30
28,7@
1.580
18.5
4.33
1,290
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541
w
605
498
4t2
45
70
22
770.1
298,OOO
94,m
19.7
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415
12,000
458
4,370
417
30
50
22
528.6
187,000
18.8
283
ro.7
428
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60,5@
8,170
2,9@
20
35
22
360.7
119,000
39,400
18.2
10.4
232
414
5,570
405
1,930
18
28
22
295.4
92,800
31,000
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10.2
4,4@
1,530
S
-t
Section
lndex
Zt
ID,
mm
fio
843
68t
400 x400
115
kg/m
400
x3@
Flange
Section wlotn
(A)
(B)
mm
mm
Thickness
Web
(
t,)
Corner
t'?efl"
Radius
(r)
Sectional
Area
mm
mm
cm2
406
403
16
24
22
254.9
197
400
408
21
21
22
250.7
Mornent of
lnertia
Radius of
Gyration
,-T-,,
tx
ty
Zx
Zy
cm
cm3
cm3
cml
78,0@
70,9@
26,2@
17.5
23,8@
16.8
172
M
400
13
21
22
218.7
66,600
394
405
22,M
17.5
18
18
22
214.4
59,7@
l8
20,o00
16.7
22
186.8
56,t00
r8,900
17.3
15
22
178.5
49.000
16,300
16.6
107
!N.3
394
388
398
11
&2
15
Modulus of
Section
cm
crn
168
1&
ie
Deoth
cif
2oo
147
r82
53
z2
Weight
10.1
9.75
10.1
9.65
10.1
9.54
3,840
r,300
3,52$O
1,170
3,330
1,120
3,O30
985
2,850
951
2,520
809
390
300
10
16
22
136.0
38,7@
386
7,210
299
16.9
9
14
7.28
1,980
rt81
22
120.1
33.700
6.2Q
16.7
7.21
1,7N
418
v2
4oox20p^
,l
66.0
/tOO
2@
8
13
16
84.12
56.6
23,7@
396
1,7Q
199
16.8
4.54
7
r,190
11
16
72.16
20,o@
174
1.450
16.7
4.8
1.O10
145
)r
lr
4
I
350 x350
159
356
352
14
22
'20
202.o
156
47,600
350
16,0@
357
15.3
19
8.90
19
20
42,8@
14,m
2,670
198.4
909
14.7
8.53
2,450
809
136
3so
3so
12
34
r9
2A
173.9
40,3@
13,6@
354
15.2
16
8.84
16
20
2,3m
166.6
776
35,300
11,8@
14.6
8.43
2,050
669
I
131
115
w
3+e
10
16
20
146.0
106
33,300
338
11,200
15.1
9
351
13
8.78
13
20
1,94C)
135.3
28.2@
646
9.380
14.4
8.33
1,670
534
101.5
21,7@
3,6sO
1,280
292
3,oeo
I r+.e
Lo,
6.00
18,5@
5.92
1,loo
248
112
350 x250
350x175
300
300
x3@
x2@
3@x150
79.7
.w
250
69.2
336
249
I
I
14
20
12
20
88.1 5
49.6
350
175
7
t1
14
63.14
41.4
984
174
14.7
6
I
13,600
346
3.9s
14
52.68
1
1,tOO
792
I4.5
3.88
I tts
I 641
7.57
7.26
I
|
106
3@
301
11
17
18
134.8
106
300
23,m
305
7,7n
13.2
15
15
18
134.8.
94.0
21,500
300
7,1@
300
12.6
10
15
t8
1
19.8
298
20,m
87.O
6,750
299
13.1
9
14
18
110.8
84.5
r8,800
294
302
6,2&
13.0
12
12
18
107.7
16.900
5,520
12.5
7.s1
r,sao
514
1,uo
466
lr,soo
450
I
7.16 I
t.s1
91.O
r,zto
t,lso
417
36s
65.4
298
201
I
14
18
83.36
13,300
56.8
294
1,900
200
12.6
8
4.77
12
18
72.38
1,@
893
11,300
1&9
12.5
4.71
771
160
36.7
300
r50
6.5
32.O
298
149
5.5
I
I
13
46.78
7,210
508
12.4
40.80
481
6,320
42
3.29
13
67.7
12.4
3.29
424
59.3
21
r
Wide Flangre Shapes
lMrtr!
Seriee)-Continued
Section
lndex
Weight
mm
250x250
Degth Flangr
Section Width
(A)
(Bl
kg/m
mm
82.2
72.1
il.4
250x175
250 x 125
29.6
25.7
65.7
200x2@
56.2
49.9
200 x 150
200 x too
175xr75
175xt25
t75x
90
150 x 150
r50x
100
150x
75
t25 x 125
t25x
l00x
t00x
22
80
100
50
30.6
mm
250
255
14
250
250
I
249
252
24
4.1
(t')
mm
24
24
66.s
Thickness
Web
175
24
6
124
5
194
14
t6
t4
16
l6
11
I
I
Msdulirs of
Section
(,yratton
.tv
lx
I-cm.
,Y
Zx
Zv
cm
cm
cmr
cml
11,5@
3;88O
10.5
92.18
10,8@
6.09
3,650
919
r0.8
84.70
6.29
9,930
867
3,350
292
10.8
8.790
2.9N
6.29
801
269
10.3
5.98
720
233
6,120
984
10.4
4.18
502
113
4,O50
294
2ss
82.06
16
I
of
Radius
lnertia
cml
104..7
16
It
7
125
cm2
13
11
ruomenG?-
Radius Sectione 1
Area l-Ir
( r)
mm'
8
zso
208
2@
2@
m
I
Corner
56.24
12
37.66
12
32.68
l
I
3,540
ro.4
2.79
10.4
2.79
324
28s
301
t
47.O
41.1
202
10
16
2U
13
83.69
12
13
8.83
71.53
6,530
4.980
2,2@
12
5.13
1,7@
628
8.35
63.53
4,720
4.88
1,6@
498
187
8.62
5.02
472
r60
39.O1
2,690
507
8.30
3.61
277
200
8
150
12
13
I
6
l3
218
67.6
21.3
2@
r@
5.5
8
18.2
11
198
99
27.16
4.5
1,8N
r34
7
8.24
11
23.18
2.22
1,580
184
114
26.8
8.26
2.21
160
23.0
51.21
2,880
984
7.50
4.38
330
29.65
1.530
261
7.18
2.97
t8r
41.8
7.26
2.06
139
21.7
Q.2
23.3
18.1
31.5
21.1
14.0
23.8
13.2
17.2
9.30
175
169
175
150
r48
150
125
125
1@
100
175
7.5
125
5
150
75
125
80
100
s0
7
6.5
6
6
5
12
I
8
10
6
5
12
I
5.5
90
1@
1t
9
1t
l1
I
I
7
563
6.39
3.75
219
75.1
26.84
1,O20
151
6.17
2.37
138
30.1
6.t r
1.86
5.29
3.11
4.95
1.32
86.1
4.18
2.47
76.5
3.98
1.12
37.5
10
30.3t
j
r6.84
lo
2r.90
1
97.5
1,6@
r 7.85
8
1.210
&.14
I
7
9
23.U
112
1.85
666
847
413
383
187
49.5
293
29.2
134
14.8
88.8
r36
13.2
47.O
9.73
2e.7
5.91
-'l_
TJI
rl
-t"
I
!
/L-q L(H
l-rJ.V Tq2>U
-,/A>.4ttt q ).;.cr
I
/ itq\
[tr. Rudy
@unowon
Dcngon peftunluk fitr. N4OruseO
rubel Prdrl
JA
@
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 beberapa 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 mencantumkan 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 mahasiswa 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 (Universitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Trisakti), yang telah memberikan banyak petunjuk dan saran. Semula
buku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sarana Cipta.
Yogyakarta, Desember 1 987
Penyusun
3
DAFTAR ISI
Kata Pengant ar
Daftar lsi
3
5
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)
Profil Kanal
6
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
.
16
18
20
24
29
32
33
34
36
40
M
47
I
4S)
50
52
il
56
56
57
60
66
68
Sizes and Section Properties
Wide Flange Shapes
(lnch Serbs)
Section
lndex
Wdght
Deoth of
Flanoe
(A)
(B)
lbs/ft
kglm
300
Web
Thickness
widlh
Sriction
(t,
tn
mm
1n
446.4
36.72
933
16.655
423
280
416.7
36.50
927
16.595
422
260
386.9
36.24
920
16 555
421
245
364.6
36.06
916
1
6.51 2
230
342.3
35.88
911
16.475
194
288
12.1 17
270.8
36.48
36.32
927
923
12.O72
36" WF
182
170
253.0
36.1 6
918
12.O21
36x12
160
238.1
36.0O
914
150
223.2
200.9
35.84
910
11
35.5s
903
36'WF
36 x16-1/2
135
33"WF
33x15-3/4
7
mm
Flanoe
Corner
Thickfiess
'
)
mm
tn
0 945
24.@
0.885
22.48
0.845
21.46
419
0.802
20.37
418
0.765
19.43
308
o.770
19.56
'r.260
32.00
0.80
307
o.725
18.42
1
.180
29.97
0.80
305
o.680
17.27
1.100
27.94
0.80
12.OOO
305
o.653
16.59
1.020
25.91
.972
304
o 625
15.88
0.940
23 88
1',I.945
303
0.598
1
5.19
o.794
20.17
0.80
rn
Sectional
Radius
(tr)
mm
rn
mm
1.680
42.67
1.O2
25.9
1.570
39.88
1.O2
25.9
1.440
36.56
1.O2
1.350
34.29
r.260
32.OO
Area
cmz
in2
88.1 7
568.8
82.32
531
25.9
76.s6
493.9
1.O2
25.9
72.O3
467.7
1.O2
25.9
67.73
437.O
20.3
57.1
1
368.5
20.3
20.3
53.54
49.98
345.4
322.5
0.80
20.3
47.O9
303.8
0.80
203
4.16
284.9
20.3
39.70
256.1
.
.1
240
357.2
33.50
851
15.865
403
0.830
21 08
1.400
35.56
0.96
24.4
70.52
220
327.4
33.25
845
402
o.775
19.69
1.275
32.39
0.96
24.4
64.73
455.0
417.6
200
297.6
33.OO
838
5.810
'r5.750
400
0.7i5
18.16
1.150
29.21
0.96
24.4
58.79
379.3
288.5
1
1
:
152
226.2
33.50
851
1
1.565
294
0.635
16.13
1.055
26.80
0.75
19.O
4l.71
WF
141
209.8
33.31
846
1
1.535
293
0.60s
15.37
0.960
24.38
0.75
19.O
41.51
33x11-1/2
267.8
130
193.5
33.1 0
841
1
1.510
292
0.580
'14.73
0.8s5
21.72
0.75
19.O
38.26
246.8
118
175.6
32.86
835
11
.484
292
0.554
14.O7
o.738
18.74
o.75
19.0
34.71
223.9
210
312.5
30.38
772
1
05
384
o.775
19.69
1.315
33.40
o.91
23.1
61.78
398.6
I
19Q
2828
30.r2
765
15.040
382
0.710
18.03
't .1
85
30.ro
o.9r
23.1
55.90
360.6
I
172
256.0
29.88
759
14.985
381
0.65s
16.64
1.065
27.O5
o.91
23.1
50.65
326.8
770
10.551
268
0.615
15.62
1.000
25.N
o.70
17.8
38.83
250.5
10.521
267
0.s85
14.86
0.930
23.62
o.70
17.8
36.45
I
33'
30'wF
30x15
30'wF
*x1O-1/2
27'WF
27 x14
5.1
a
I
132
196.4
30.30
124
184.5
30.16
116
172.4
30.00
762
10.500
267
o.564
14.33
o.8so
21.59
o.70
17.8
34.r3
235.2
220.2
108
r60.7
29.82
757
10.484
266
0.548
13.92
0.760
19.30
o.70
17.8
31.77
205.0
I
99
147.3
29.U
753
10.458
266
o.522
13.26
0.670
17.O2
0.70
r
7.8
29.11
187.8
a
-766
a
J
177
263.4
27.31
694
14.090
358
o.725
18.42
1.190
30.23
o.86
21.8
52.10
336.1
238.1
2t.o8
€
160
688
14.023
356
o.658
16.71
1.O75
27.31
o.86
21.8
47.O4
303.5
€
145
215.8
26.88
683
13.965
355
0.600
15.24
o.975
24.77
o.86
21.8
42.68
275.4
c
114
169.7
27.28
693
10.070
256
o.570
14.48
0.932
23.67
o.64
r6.2
33.53
218.3
102
4
151.8
27.O7
688
10.018
254
o.518
13.16
2r.01
0.64
16.2
30.o1
193.6
91
139.9
26.91
684
9.990
zil
o.827
o.490
12.45
o.747
18.97
o.64
18.2
27.65
178.4
125.O
26.69
678
9.963
253
o.403
1
1.76
o.636
16.15
o.64
r6.2
24.71
159.4
t
27' WF
27 x10
6
u
2
Moment of lnertia
Jx
Radius
Jv
of
Gyration
x
Modulus
of
Section
Zx
tY
Section
lndex
Zy
in.
cml
in.
cml
1n
cm
tn
cm
20,290.2
844,600
1,225.2
46,730
15.17
38.s3
3.73
9.47
1, I
18,819.3
783,rtOO
1,127.5
46,320
1
5.12
3.70
9.40
1,031.2
17,233.8
717,NO
1.020.6
45,880
15.00
38.40
38.1 0
3.65
9.27
951
.1
15,588.5
2,O20.9
16,092.2
669,900
9M.7
45,560
14.95
37.97
3.62
9.19
892.5
14.628.1
123.3'
't14.4
14,988.4
623,900
870.9
45,250
14.88
37.80
3.59
9.12
835.5
13.693.8
105.7
1,732.4
12,103.4
503,800
469,600
355.4
14,790
'r3,640
14.56
36.98
2.49
6.32
663.6
10,876,4
58.7
962.1
1452
36.88
2.47
6.27
621.2
10,181.5
54.3
890.O
435,800
405,400
300.6
1
2,510
14.47
36.75
2.45
6.22
579.1
9.491.4
275.4
1
1,460
14.38
36.s2
2.42
6.15
541.0
8,867.O
50.o
45.9
819.5
9,738.8
9,012.1
375,200
250.4
10,420
14 29
6.04
502.9
8,242.5
41.8
685.1
324,500
207.1
8,621
14 01
36.30
35 58
2.38
7,796.1
2.28
5.79
438.6
7,188.6
34.7
568.7
' 3.585.1
565,500
512,500
874.3
782.4
36,400
13.88
35.26
3.52
8.94
811.1
13,293.9
1',to.2
1.806.2
'2.312.1
13.79
35.03
3.48
8.84
740.6
12,138.4
99.0
1,622.6
' 1.048.2
459,900
691.7
32,570
28.190
13 71
34.82
3.43
8.71
669.6
10,974.7
87.8
1,439.0
3 147.6
s39,200
256.1
10,660
13.50
34.29
2.39
6.07
486.4
7,972.1
44.3
726.1
M2.2
309,800
229.7
9.562
13.39
34.O1
2.35
5.97
446.8
7,323.O
39.8
652.3
33" WF
5,699 0
278.900
201.4
8,384
13.23
33.60
2.29
5.82
4048
6,634.7
35.0
33 x11-1/2
5 886.9
245.100
170.3
7,089
13.02
33.O7
2.22
5.64
358.3
5,872.5
29.7
573.7
486.8
) 872.4
410,100
701
I
29,470
12 64
32.1 0
3.38
8.58
649.9
10,651 .9
93.7
1,535.7
82s.9
624.6
26,OOO
12.57
31 .93
3.34
8.48
586.1
9,606.2
83.1
1,362.O
: 891 .5
367.400
328.500
550
1
22,900
12 48
3i.70
3.30
8.38
528
2
8,657.2
73.4
1,203,0
5 753.1
239,500
185.O
7,701
12.17
30.91
2.18
5.54
379.7
6,223.3
35.1
575.3
3 347.1
222,600
169.7
7,064
12.11
30,76
2.16
5.49
354.6
5,81 1.9
32.3
529.4
4 919.1
2@,800
153.2
6,377
12.OO
30.48
2.12
5.38
327.9
5,374.3
29.2
I
478.6
461.O
185,700
1
35.1
5,624
1
1.85
30.10
2.06
4,903.9
25.8
422.9
166,000
1
16.9
4,866
1
1.70
29.72
2.OO
5.23
5.08
299.2
3 988.6
269.1
4,410.5
22.4
367.1
1
1,281.5
10,470.0
7
3
327.7
inr
cm3
05.1
in3
cm3
12.6
147 .1
16,901.4
135.9
2,410.9
2,227.4
r 8,1
1,875.0
752.3
:-?qA
280,1 00
518.9
21.600
1
1.36
28.85
3.16
8.03
492.8
8,077.O
73.7
1,207.9
:-
t1t)
2s0,500
458.O
19,060
1
1.31
28.73
3.12
7.92
444.5
7,285.4
65.3
1,O70.3
I-
aJ
225,400
406.9
16.940
11
.26
28.60
3.09
7.85
402.9
6,603.5
58.3
955.5
169,900
150,000
149.6
6,228
1
1.O3
28.O2
2.11
5.36
299.2
4,903.9
29.7
486.8
129.5
5,391
10.96
27.83
2.O8
5.28
266.3
4,364.7
25.9
424.5
325671
rgO,OOO
1 1
5.',I
:::33
4,791
10.87
27.61
2.O4
5.18
242.8
3,979.5
23.O
377.O
117,600
95.7
3,984
10.69
27.15
1.97
s.oo
211.7
3,469.8
19.2
314.7
40805
3
604
1
i
36'WF
36x1p-1/2
36' WF
36x12
33" WF
33x15-3/4
30" wF
30 x'15
30'WF
30 x 1G1/2
27" WF
27
x14
27'WF
x10
27
Wide Flange Shapes
(lnch Soriosl- Contirrred
Section
lndex
I
24
WF
24x14
24'WF
24x12
24'WF
24
x9
21'WF
21 x13
21',WF
21
x9
Deoth of
Section
Flanoe
Web
Thickness
widih
(A)
(B)
(t,
Corner
(t,
kg,/m
ln
mm
tn
mm
tn
mm
160
238.1
24.72
628
14.091
3s8
0.6s6
16.66
1
.135
r45
215.8
24.49
622
14.043
357
0.608
15.44
1.020
r30
r
93.5
24.25
616
14.OOO
356
0.565
14.35
0.900
tn
Sectione
Radius
mm
Area
in
mm
in2
cFF
28.83
o.70
17.8
47.O4
303 :
25.91
0.70
17.8
42.62
27a:
22.86
0.70
178
38.21
245
1
120
178.6
24.31
617
12.088
&7
o.556
14.12
t10
24j6
o.930
23.62
o.70
17.8
163.7
35.29
614
12.U2
227'
306
o.510
r@
12.95
o.855
21.72
o.70
148.8
24.@
17.8
610
32.36
208
E
12.OO0
30s
0.468
1
1.89
o.775
19.69
0.70
17.8
29.4ir
189
S
r 78.3
94
139.9
24.29
617
9.061
230
o.516
13.11
o.872
22.15
84
0.54
r3.8
125.O
24.@
27.63
612
9.015
229
o.470
1
1.94
o.772
19.61
76
0.54
13.8
113.1
23.91
159
607
8.985
228
o.40
24.71
1
1.18
o.682
17.32
68
0.54
13.8
101.2
23.71
602
22.37
144.3
8.961
228
0.416
10.57
o.582
14.78
o.54
13.8
20.00
r 29.C
.
142
2'-t 1.3
z'-t.46
545
13.132
334
0.659
16.74
1.O95
27.81
0.65
r
127
6.5
21.24
41.76
189.O
539
269 4
13.061
332
o.588
14.94
o.985
25.O2
0.65
16.5
1'.t2
166.7
21.0O
533
37.y
2&
-c
13.OOO
330
o.527
r
3.39
o.86s
21.97
o.65
16.5
32.93
212
a
96
142.9
21.14
537
9.038
230
0.575
14.61
o.935
23.75
o.65
'r6.5
82
20.86
28.21
s30
182.C
122.O
8.962
228
0.499
12.67
o.795
20.1
I
o.6s
16.5
24.10
155.5
73
108.6
21.24
539
8.295
z'.t
68
101.2
21 .13
537
8.270
21x*1/4
210
82
92.27
20.99
533
8.2n
55
8r.85
20.80
528
8.215
18x11-3/4
Flanoe
Thicknless
)
lbs/ft
21' Vtr
18'WF
o.455
r 1.56
o.7Q
18.m
Q.54
13.7
21.46
138.5
o.430
ro.92
o.685
17.q
o.54
13.7
20.o2
r 29.2
209
o.400
10.16
0.615
15.62
0.54
13.7
18.23
117.6
209
0.375
9.52
o.522
13.26
o.54
13.7
r
6.18
104.4
1
114
169.7
18.48
469
11.833
301
0.59s
15.1
1
o.991
25.17
o.60
15.2
105
156.3
33.51
18.32
465
11
.792
300
o.554
14.O7
o.911
23.14
o.60
96
15.2
1
142.9
30.86
18.16
99.1
461
1
1.750
298
o.512
13.OO
0.831
21 .11
o.60
15.2
28.22
1
82.1
101.1
216.2
85
126.5
r8.32
465
8.838
224
o.526
13.36
o.911
18', WF
23.14
o.60
15.2
77
114.8
24.97
18.16
461
8.787
223
0.475
12.O7
18x8-3/4
o.831
21.OO
o.60
15.2
70
[email protected]
18.00
22.63
146.0
457
8.750
222
0.438
1
1.13
o.751
19.O8
0.60
15.2
95.24
20.56
17.87
454
132.6
8.715
221
o.rrc3
10.24
o.686
17.42
o.60
15.2
r8.s
121.3
18' WF
18x7-1/2
8
Wdght
u
60
89.29
19.25
4U
7.558
192
0.416
10.57
o.695
17.65
o.43
55
10.9
81.85
r8.12
17.84
460
7.532
r r3.8
191
o.390
9.91
0.630
16.00
50
o.43
ro.9
74.41
18.00
r0.r9
457
to4.5
7.500
191
9.09
o.570
14.48
45
0.43
66.97
10.9
14.71
17.86
4il
o.358
7.477
94.9
190
o.335
8.51
0.499
12.67
0.43
ro.9
13.24
85.4
LI{
Mornent
a
r'
35
50
E5
of lnertia
Radius
Jv
in.
cml
tn
of
Gyration
ix
cml
tn
Modulus
ty
cm
of
Section
Zx
tn
cm
in,
cm3
5,1r0.3
212,7@
492.6
20,510
10.42
26.47
4,561.O
189.900
3.23
8.20
434.3
413.5
18,080
6,777.3
10.34
69.9
26.26
1,145.7
3.19
8.10
372.5
6,105.3
10.24
61 .8
1,012.9
26.O1
3.13
4,O09.5
166.900
375.2
15,620
7.95
330.7
5,420.2
53.6
878.5
1.7
3,635.3
151,300
254.O
ro.570
t8
10.15
25.78
3.3r5.O
2.68
6.81
138,OOO
229.1
299.r
9,537
4,90.2.2
10.12
42.O
25.70
688.4
)-9
2.987.3
2.66
6.76
274.4
8,471
4,497.4
10.o8
38.O
25.60
2.63
622.8
6.68
248.9
4,O79.5
33.9
5s5.6
124,m
203.5
Section
lhdex
Zy
in!
cm3
24"WF
24x14
24'. WF
24x12
t3
2,683.O
111,700
102.2
4,254
9.85
25.O2
2,364.3
98,420
1.92
4.88
)-a
88.3
220.9
3,676
3,620.6
9.78
22.6
24.84
370.4
1.89
4.80
r96.3
3.217.4
19.6
321.2
24'. wF
24x9
i-3
2,096.4
87,270
76.5
o
3,184
9.68
r,814.5
24.59
1.85
75.530
4.70
175.4
63.8
2,656
2,874.8
9.53
17.O
278.6
24.2.1
1.79
4.55
1
53.1
2,590.3
14.2
232.7
1
3.403.1
141,700
385.9
16,060
9.03
22.94
9
3.04
3,O17.2
125,600
7.72
338.6
317.2
14,100
5,1 98.9
8.99
58.8
22.83
963.7
3.O1
7.64
284.1
12.060
4,656.4
8.92
51 .8
22.66
849.0
4.O90.9
44.6
731.O
5
2.620.6
109.100
289.7
2.96
7.52
249.6
21" WF
.,1
x13
0
2.088.9
86,960
109.3
4,550
1.752.4
8.60
21.84
1.97
5.OO
72,950
197.6
5
89.6
3,730
24.2
396.6
2'.1.67
't.93
3.238.7
8.53
4.90
21" WF
168.O
2.753.5
20.o
327.8
21
xg
t
1.600.3
66,620
66.2
2,756
8.64
21.94
I
't,478.3
6t,5@
1.76
4.47
r
60.4
50.7
2,514
2,210
2.470.O
8.59
16.0
21.82
262.2
1.74
4.42
139.9
2,293.O
8.53
14.6
21.67
239.3
1.71
4.34
21'
1,832
8.&
126.4
2,O71.7
12.9
21.34
211.4
1.65
4.19
21x8-1/4
109.7
1,798.O
10.7
175.4
D
l
)
1,326.8
1,1&.7
55,230
47.490
53.1
4.O
2.033.8
84,660
255.6
10,640
7.79
!.852.5
19.79
2.76
7.O1
77,120
220.1
231.O
9,616
3,607.4
43.2
7.75
19.68
708.0
2.73
6.93
202.2
3,314.0
8,609
7.70
39.2
19.56
642.5
2.71
6.88
184.4
1,674.7
69,710
206.8
3,O22.3
35.2
576.9
WF
18" WF
x 11-3/4
18
1.429.9
59,520
99.4
4,138
7.57
19.23
1,286.8
2.@
5.08
1
53.570
56.1
88.6
2,558.s
3,688
7.54
22.5
19.15
368.8
1.98
5.03
141.7
3,268
2,322.5
7.49
20.2
r9.o2
331.1
1.95
4.95
18'WF
128.2
2,101.2
17.9
7.46
18.95
293.4
1.93
18
4.90
1
l7.O
1,917.6
l6.r
263.9
2U.9
1.153.9
1,O45.8
48,O30
43,530
78.5
70.3
2,926
984.0
40.960
47.1
1,961
7.47
18.97
889.9
1.63
37,UO
4.'.14
1,78
107.8
42.O
1,766.8
12.5
7.41
18.82
1.6r
4.O9
98.2
1,54t!
r,609.5
11.1
7.38
18.74
I.59
4.U
181.9
89.0
1,458.7
7.30
9.9
18.54
162.3
1.55
3.94
78.9
1,293.2
8.s
139.3
[email protected]
704.s
33.330
29,330
37.2
31.9
1,328
x8-3/4
18'WF
18x7-1/2
I
Wide Flange Shapes
llnch Serieo)-Continued
Section
lndex
16'WF
16x11-1/2
16'WF
16xB-1/2
16'wF
16
x7
Weight
lbs/ft
96
88
14x1+1/2
10
(B)
kglm
tn
mm
142.9
16.32
131.O
16.16
415
410
116.1
16.32
415
71
105.7
16.16
410
64
58
95.24
16.00
86.31
15.86
406
403
Web
Thickness
width
Flanoe
(
mrTt
ln
mm
tn
mm
1
1.533
13.59
o.5@
12.80
o.875
o.795
22.23
1.502
293
292
o.535
1
2'.\.8
o.529
o.486
13.M
0.875
o.795
0.715
o.645
22.23
20.19
8.586
8.543
8.500
8.464
217
12.34
o.443
11.25
o.N7
10.34
0.380
0.346
0.307
0.299
9.65
8.79
7.80
7.59
o.628
o.563
o.503
14.30
o.428
10.87
3.O33
77.O4
72.21
53.1 6
49.23
74.41
16.25
413
7.O73
180
/tOg
N
16.12
7.039
179
16.00
/tOo
7.@O
36
53.57
15.85
403
6.992
178
178
426
634.O
18.69
424
1.875
592.3
550.6
s09.0
18.31
16.590
16.475
421
1.770
47.63
44.96
42.O4
1.545
39.24
476.2
16.81
1.890
48.O1
314
287
'467.3
1'7.19
437
.415
35.94
427.1
16.81
30
1.310
33.27
2.843
2.6s8
2.468
2.093
2.283
2.093
264
246
392.9
16.50
16.025
407
1.205
30.61
1.938
366.1
16.2s
15.945
352.7
16.12
228
16.00
15.87
15.75
400
28.58
27.e9
26.54
25.53
24.89
202
339.3
325.9
314.0
300.6
405
404
403
402
1.125
237
427
419
413
409
406
403
418
416
424
412
410
1.655
*3zo
475
465
456
446
427
16.695
398
15.63
193
287.2
15.50
397
394
184
15.38
391
176
273.8
261.9
15.25
167
248.5
15.12
387
384
158
235.1
15.OO
381
150
223.2
14.88
142
2'.t't.3
14.75
378
375
136
202.4
14.75
127
189.O
14.62
119
177.1
14.50
111
165.2
14.37
103
153.3
95
87
141.4
129.5
14.00
219
f,lote:
*
16.365
16.710
16235
1
6.1
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
401
400
399
398
397
396
39s
394
394
375
371
368
365
14.7N
374
14.690
14.650
14.620
373
14.25
362
14.575
14.12
359
356
14.545
Column Core Section
14.500
I
216
215
66.97
59.53
17.56
20.1
372
371
370
369
368
1
1.090
1.O45
1.OO5
0.980
0.930
0.890
0.840
0.820
0.780
0.730
0.695
o 680
18.16
16.38
15.95
12.78
67.51
62.69
53.1 6
57.99
.813
46.05
1.748
M.40
1.688
42.88
1.623
41.22
1.563
39.70
1
23.62
1.503
38.1 8
22.61
1.438
36.53
21.34
20.83
1.378
35.O0
1.313
19.81
1.248
33.35
31.70
18.54
1
17.65
1.128
28.65
17.27
1.063
27.OO
,188
30.1
I
0.660
0.610
0.570
16.76
1.063
27.@
15.49
.2s.35
o.s40
13.72
o.495
o.465
12.57
o.998
0.938
o.873
o.813
1
1.81
o.748
19.OO
o.420
'to.67
o.688
17.48
14.48
Sectional
Area
Radius
tz)
1n
50
't7.94
Corner
Thickfress
(t,i
45
211
14' WF
Flanoe
(A)
Sriction
78
370
342
14'WF
14x16
Deoth of
23.83
22.17
20.65
ln
mm
in2
0.60
o.60
15.2
28.22.
1
15.2
25.87
167.0
0.60
0.60
o.60
0.60
15.2
2},02
147.9
15.2
20.86
134.6
0.43
o.43
0.43
o.43
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
0.60
0.60
0.60
o.60
0.60
0.60
0.60
cmr
82.1
15.2
18.80
121.3
15.2
't7.o4
109.9
10.9
14.70
94.8
10.9
13.24
85.4
10.9
11.77
75.9
10.9
10.59
68.3
15.2
125.25
15.2
1
15.2
16.98
808.1
754
t'
15.2
108.78
100.59
15.2
94.12
607.2
15.2
595.s
15.2
92.30
84.37
77.63
72.33
69.69
67.06
64.36
15.2
62.O7
15.2
15.2
s9.39
56.73
15.2
54.O7
348.8
15.2
51.73
333.7
15.2
49.O9
46 47
316
15.2
44.O8
284.1
15.2
41.85
270.C
15.2
39.98
37.33
34.99
32.65
30.26
27.94
25.56
257.9
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
't5.2
15.2
15.2
15.2
701.8
649.C
544.3
500 E
466.6
2t49.6
432.e
415.2
400.s
383 2
366.C
7
299.8
2N.8
225.7
210.6
195.2
180.3
164.9
Moment of lnertia
in.
cml
207.O
!
I
1,042.6
43,400
87.5
i
I
I
I
l
I
I
;
!
i
17.12
1.95
17.01
1.93
16.92
1.91
4.95
4.90
4.85
4.78
3.91
2,518
662
16.81
655.4
583.3
515.5
446.3
27,280
24,280
21,460
18,580
34.8
30.5
26.5
1,49
16.97
1.54
22.1
920
6.68
6.64
6.62
6.49
5,610.3
5.013.7
275,200
250,300
5,454.2
227,OOO
.1.91
1
204,400
172,400
1 83,1 00
162,800
146.800
134,400
128,200
122,500
.5
1.141.7
.1,399.4
3.228.9
3.080 9
i
2.671 .4
11 1,200
t
2.538.8
2 402.4
I
l
]
l
I
I
I
6.74
6.70
1.88
1
D
3,642
3.243
6.66
2.798.2
]
2.67
2,847
I
I
2.71
17.45
68.4
60.5
2.942.4
I
I
17.60
6.87
77.9
!
I
6.93
34,710
31,700
3,526.0
i
8,625
7 .710
39,OO0
105,700
100,ooo
94,700
89,480
84,120
19,120
74,380
69,610
:2748
:
16.500
149.6
:3208
' :"lO 6
--369
"a122
' 593 0
'.1.767
. :73 1
' :66 5
'65 8
' f53 5
i
316,6I
66.310
61,470
57,160
52,720
48,530
44,270
4O,25O
1,270
1,103
2,359.5 I 98,220
2.169.71 90,320
1,986 0 82,670
|
1,806 9 I 75,220
16351I 68,070
1 .631 .4 I 67,910
1,466.5 61,050
|
1.331.2 55,420
1,226.61 51,060
48,900
1 ,1 74.8
1,12481 46,820
44,680
1,O73.2
I
|
1,028.6
979.7
930
1
882.7
837.9
790.2
745 0
702.5
660.1
567.7
527.6
491.8
454.9
419.7
383.7
349.7
42,820
40,780
38,720
36,740
34.880
32,890
31.010
29,240
27.480
23,630
21,960
2A,470
18,94C)
17,470
r 5,970
14,560
Section
6.88
6.78
Sec6on
Zy
inr
cm
In
936.9
833.8
?46.4
3,91 2.'l
i
185.2
of
Zx
ty
cm
cml
56,410
50,890
Modulus
Gyration
tn
inl
,355.1
1,222.6
1
of
tx
J
Jx
I
Radius
cm3
lndex
in3
cmr
588.4
527.8
2,722.4
2.479.8
35.9
151.3
127.8
2,094.6
20.4
15.9
1,899.6
18.2
104.2
1,707.8
16.1
94.1
1.542.3
14.3
334.4
298.3
263.9
234.4
80.7
1,322.7
9.8
160.6
8.7
66.1
1
1
32.2
16',WF
16 x11-1/2
16" WF
16
x8-1/2
16,86
1.62
3.86
72.4
1,186.6
142.6
16'WF
16.81
1.50
3.81
64.4
1,055.5
7.6
124.6
16
16.48
1.45
3.68
s6.3
922.8
6.3
103.2
7.26
18.44
4.34
11 .O2
18.21
4.31
10.95
707.4
6s6.9
7.08
17.98
10.84
608.1
10.77
10.59
559.4
492.8
1,594.3
10,766.6
9.966.8
9,168.6
8,077.0
282.7
7.17
10.67
51 1.9
8,390.0
201.0
4,633.4
4,287.6
3,951.6
3,618.9
3.207.5
3,294.4
465.5
4?7.4
397.4
7,629.5
181.8
2,979.7
66.1
1
I
261.6
|
I
241.1
I
220.8
6.99
6.63
6.90
17.75
17.53
4.27
4.24
4.17
4.20
6.81
17.30
4.17
10.59
6.74
17.12
4.14
10.52
6.68
16.97
4.12
10.46
6.65
16.89
4.11
10.M
382.2
6,264.2
147 .7
2,772.4
2,522.4
2,420.8
6.62
16.8',r
10.41
141.8
2,324.1
16.74
5,779.1
135.6
2,222.5
6.56
6.54
16.66
4.O7
10.34
367.8
352.6
339.2
6,O28.2
659
4.10
4.08
5,559.5
130.2
2,134.O
16.61
10.3'l
324.9
5,325.1
124.4
2,038.9
6.51
16 54
4.06
4.05
10.29
310.O
5,080.9
1
18.4
1,940.6
6.49
16.48
4.O4
10.26
295.8
281.9
112.7
1,847.2
07.1
1,755.4
101.3
1,660.3
9s.8
1,570.2
90.6
1,484.9
85.2
1,396.4
16.84
10.36
195.7
|
|
I
]
7,005.1
1
6,513.4
153.9
6.37
16.1 8
3.99
10.1 3
6.32
'r6.o5
3.97
10.o8
226.7
4,848.2
4,620.3
4,381.0
4,153.2
3,936.9
3.715.6
6.31
16.03
15.98
9.58
9.55
9.52
216.0
3,54o.2
77.O
1,262.0
202.O
3,310.7'
71.8
1,176.8
189.4
67.'l
1,099.8
9.47
176.3
62.2
1,019.4
9.45
9.42
9.40
163.6
3,104.3
2,889.6
2,681.4
2,468.3
2,263.4
57.6
944.1
52.8
865.4
48.2
790.O
6.45
16.38
4.O2
10.21
642
1
6.31
4.01
1
6.18
267.3
6.40
16.26
400
10.1 6
253.4
240.2
6.21
15.77
3.77
3.76
3.75
3.73
3.72
6.1 7
15.67
3.71
6.15
15.62
3.70
6.29
6.26
6.23
15.90
15.82
150.6
138.1
1
x7
14"WF
'14
x 16
14'WF
14x1+1/2
11
Wide Flange Shapes
(
lnch Seriesl - Continued
Section
lndex
lbs/ft
Deoth of
Flanoe
(A)
(B)
Web
widih
Section
Thickness
(t,
kg/m
ln
mm
in
mm
tn
)
Jnm
Flanoe
Thickicss
(trI
tn
mm
Sectirar
Corner
Are
Radius
tn
mm
in2
cn'
14"WF
84
125.0
14.18
360
12 023
305
0 45'r
1
1.46
o.778
19 76
0.60
15.2
24.71.
'l5g
14x12
78
1
16.'l
14 06
357
12000
305
o 428
1
1.87
o 718
18 24
o.60
15.2
22.94
14E :
14'WF
14x10
74
110.1
14.r 9
360
10.o72
256
o.450
1
1.43
o.783
19.89
o.60
15.2
?1.76
14O
68
101.2
14.06
357
10.040
255
o.418
10.62
o.718
18.24
0.60
15.2
20.oo
61
90.78
13.91
353
10.000
254
o.378
9.60
0.643
16.33
o.60
15.2
17.94
:
il5r00 [
14' WF
14
x8
4
r
12S
53
78.A7
13.94
354
8.062
205
0.370
9.40
0.6s8
16.71
o.60
15.2
15.59
48
71.43
13.81
351,.
8.031
204
0.339
8.61
o.s93
15.06
o.60
15.2
14.1I
91i
43
63.99
13.68
347
8.000
203
0.308
7.82
o.528
13.41
o.60
15.2
12.65
81 r
38
56.55
14.12
359
6.776
172
0.313
7.95
0.513
13.03
0.43
10.9
11.17
72'
34
50.60
14.OO
356
6.750
171
o287
7.29
0.453
1
1.51
0.43
10.9
10.oo
645
30
M.&
13.85
352
6.733
171
o.270
6.86
0.383
9.73
o.43
10.9
8.81
56.r
190
282.8
14.38
365
12.670
322
1.060
26.92
1.736
4.O9
0.60
15.2
55.86
360.4
151
239.6
13.88
353
12.515
318
o.905
22.99
1.486
37.74
o.60
15.2
47.38
305.7
133
197.9
13.38
340
12.365
314
o.755
19.18
1.236
31.39
0.60
15.2
39.11
252.3
120
178.6
13.12
333
12.320
3r3
0.710
18.O3
1.106
28.09
o.60
15.2
35.31
227.8
106
157.7
12.88
327
12.230
311
0.620
15.75
o.986
25.M
o.60
15.2
31.19
201.2
99
147.3
12.75
324
12.190
310
0.580
14.73
o.921
23.39
o.60
15.2
29.O9
187.7
92
136.9
12.62
3?1
1
2.1 55
309
o.545
13.84
o.856
21.74
0.60
15.2
27.06
174.6
85
126.5
12.50
318
1
2.1
05
307
o.495
12.57
0.796
20.22
0.60
15.2
24.98
161.2
79
1
17.6
12.36
314
12.080
307
o.470
1
1.94
o.736
18.69
o.60
15.2
23.22
149.8
72
107.1
12.25
311
12.ON
306
0.430
10.92
o.671
17.U
o.60
15.2
21.r6
136.5
65
96.73
12.12
308
12.OOO
305
o.390
9.91
0.606
15.39
0.60
r5.2
19.11
123.3
12',WF
58
86.31
12.19
310
10.o14
254
o.359
9.12
0.641
16.28
o.60
15.2
17.06
t 10.1
12x10
53
78.87
12.06
306
ro.0@
254
o.345
8.76
o.576
14.63
0.60
1s.2
r5.59
100.6
50
74.41
12.19
310
8.O77
26
9.42
0.641
r6.28
0.60
15,2
14.71
94.9
45
66.97
r2.06
306
8.O42
0.336
8.s3
0.576
14.03
0.60
15.2
13.24
85.4
&
2*
0.37r
59.53
1
1.94
303
8.mo
203
0.294
7.47
o.516
13.11
0.00
15.2
11
.17
75.9
36
53.57
'12.24
311
6.565
167
0.305
7.75
o.540
13.72
o.37
9.rto
10.59
68.3
31
46.13
12.09
307
6.525
166
0.265
6.73
0.465
11.81
0.37
9.40
9.12
58.8
27
@.18
1
1.96
3o/1
6.500
165
o.2N
6.10
0.400
10.16
0.37
9.40
7.97
51.4
14' WF
14x6-3/4
12'WF
12x12
12'.WF
12
x8
12' .WF
12x6-112
12
Weight
Moment of lnertia
!
Jx
)ttt'
i3l
,:[4
c:
,ta
ra
L
inr
Radius
Jy
cm'
of
Gyration
x
Modulus
of
Section
Section
lndex
Zy
Zx
tY
int
cml
tn
cm
in
cm
in3
cm3
in3
cm3
928.4
38,6s0
225.5
9,387
6.13
15.57
3.02
7.67
130.9
2.145.4
37.5
614.6
14'WF
851.2
35,430
206.9
8.613
6.O9
15.47
3.OO
7.62
121.1
1,984.8
34.5
565.4
14x12
796.8
33,170
133.5
5,557
6.O5
15.37
2.48
6.30
112.3
1,840.6
26.5
434.3
724.1
30,1rto
121.2
5,O45
6.02
15.29
2.46
6.25
r03.0
1,688.1
24.1
39s.0
641.5
26,76
107.3
4,467
5.98
15.19
2.45
6.22
92.2
1,511.2
21.5
352.4
542.1
22,570
57.5
2,394
5.90
14.99
1.92
4.88
77.8
1,275.1
14.3
234.4
484.9
20,180
51.3
2,136
5.86
14.88
1.91
4.85
70.2
1,150.6
12.8
209.8
429.O
r7,860
45.r
1,877
5.82
14.78
1.89
4.80
62.7
1,O27.6
1
1.3
185.2
385.3
16,040
24.6
1,O24
5.87
14.91
1.49
3.78
54.6
894.9
7.3
1
339.2
14,124
21.3
886.8
5.83
14.81
1.46
3.71
It8.5
794.9
6.3
1o3.2
289.6
r2,060
17.5
728.5
5.73
14.55
1.41
3.58
41.8
685.1
5.2
85.2
1,892.5
78,780
589.7
24,550
5.82
14.78
3.25
8.26
263.2
4,313.8
93.1
1,525.9
1,541.8
64,180
48,6.2
20,2N
5.70
14.48
3.20
8.13
222.2
3,641.8
77.7
1,273.5
',,221-2
50,840
389.9
16,230
5.59
14.24
3.16
8.03
182.5
2,991.?
63.1
't,ou.2
i,o71.7
u,610
345.r
14,360
5.5r
14.OO
3.13
7.95
163.4
2,678.1
s6.0
917.8
930.7
38.740
300.9
12,520
5.46
13.87
3.11
7.90
144'.5
2,368.4
49.2
806.4
858.5
35,7N
278.2
11,580
5.43
13.79
3.O9
7.85
13tl-.7
2,207.7
45.7
749.O
788.9
32,W
256.4
10,670
5.40
13.72
3.08
7.82
125.0
2,O48.8
42.2
691.6
723.3
30.r 10
235.5
9.803
s.38
13.66
3.O7
7.82
1
15.7
1,896.3
38.9
637.6
663.O
27,ffi
216.4
9,008
5.34
13.56
3.Os
7.75
107.1
1,755.4
3s.8
586.8
597.4
24,870
195.3
8,130
5.31
13.49
3.04
7.72
97.5
1.598.0
32.4
531.O
533.4
22,2@
174.6
7,268
5.28
13.41
3.02
7.67
88.0
1,42.3
29.1
476.9
476.1
19,820
1o7.4
4,471
5.28
13.41
2.51
6.38
78.1
1,280.0
21.4
350.7
4?6.2
17,7&
96.1
4,000
5.23
13.28
2.48
6.30
70.7
1,158.8
19.2
314.7
19.6
t1
394.5
10,420
56.4
2,W
5.18
13.16
1.96
4.98
u.7
1,060.4
't4.o
ia
229.5
350.8
14,600
so.o
2,081
5.15
13.O8
1.94
4.93
58.2
953,9
12.4
203.2
3r0.1
12,910
4.1
1,836
5.13
13.O3
1.94
4.93
51.9
850.6
11.0
r80.3
280.8
1r,690
23.7
986.6
5.15
13.O8
1.50
3.81
45.9
752.3
7.2
118.O
238.4
9,924
19.8
824.2
5.t I
12.98
1.47
3.73
39.4
645.8
6.t
100.o
[email protected]
8,498
16.6
691.O
5.06
12.85
1.4
3.66
34.1
558.9
5.1
83.6
|.
14'WF
14
x'tO
14'WF
14
x8
14'WF
14x6-3/4
12' WF
12x',|2
12'WF
12x10
12'WF
12
x8
12'WF
12x6-1/2
13
Wide Flange Shapes
{
lnch Series)- Continued
Weight
Section
Index
lbs/ft
l0'
10
wF
xg
r0'wF
toxS-3/4
8' wF
8x8
8'
14
Flanoe
(A)
(B)
Sriction
kg/m
tn
mm
Web
widih
tn
Flanoe
Thickness
(t,
mm
tn
Corner
Thickiess
mm
Sectiona
Radius
(tr)
)
Area
tn
mm
tn
mm
inz
112
166.7
1
1.38
289
10.415
265
o.755
1
too
9.18
1.28
148.8
31.70
11.12
o.50
12.7
10.345
263
32.92
o.685
17.N
89
132.4
1.1l8
28.Q
10.88
0.50
12.7
10.275
29.43
261
183
0.615
r
5.62
o.998
25.35
0.so
12.7
26.19
169 :
Zt-L
77
114.6
10.62
282
276
270
10.195
259
0.535
13.59
o.868
72
22.O5
107.1
10.50
o.50
267
r0.170
12.7
22.67
258
o.510
14€ ;
12.95
o.808
66
20.52
10.38
t0.r
21.18
17
257
13a
o.457
i
1
1.61
o.748
19.OO
10.25
264
260
12.7
60
98.22
89.29
0.50
o.50
19.41
10.o75
256
125
0.415
1o.il
12.7
:
o.683
54
17.35
80.36
10.12
257
10.028
255
0.368
9.35
15.70
o.50
'o.50
49
0.618
72.92
10.00
254
10.000
254
o.340
8.64
o.5s8
14.17
45
66.97
10.12
257
8.O22
2U
o.3so
8.89
39
0.6r8
58.04
9.94
7.990
203
0.318
8.08
o.528
33
49.1r
9.75
252
248
7.964
202
o.292
7.42
0.433
11.00
10' wF
10x10
Deoth of
!
13;
12.7
r
12.7
15.88
102:
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12.7
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r5.70
o.50
12.7
13.24
o.50
12.7
r 1.48
8Ss
7l
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13.41
0.50
12.7
9.7r
Ort
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7.66
29
43.16
10.22
260
5.799
147
o.289
7.U
o.s00
25
12.70
37.20
10.08
o.32
256
5.762
8.12
8.53
146
o.252
6.40
o.430
1o.92
21
31.25
9.90
0.32
251
5.750
r46
o.2&
8.12
7.35
6.10
o.3@
8.64
o.32
8.12
6.19
1
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Et r
J-i
4lu
3SI
67
99.71
9.00
229
8.287
210
0.575
14.61
0.933
23.70
58
0.40
10.2
86.31
8.75
t9.70
222
8.222
121
209
0.510
12.95
o.808
20.52
o.40
10.2
17.06
l lc
48
71.43
8.50
&
216
8.117
206
0.405
r0.29
o.683
17.35
10.2
8.25
210
o.€
14.11
Olr
59.53
8.O77
205
0.365
9.27
o.558
14.17
o.40
10.2
1
1.76
7G!
35
52.09
8.12
206
8.O27
2U
0.315
8.00
0.493
12.52
o.40
46.13
10.2
31
203
r0.30
6CE
8.OO
8.000
203
0.288
7.32
o.433
11.00
o.@
10.2
9.12
5€.r
WF
28
41.67
8.06
205
6.540
166
0.285
8xe-1/2
7.24
0.463
r 1.76
o.40
10.2
35.72
7.93
8.23
E?
24
201
8.500
165
o.245
6.22
0.398
10.11
0.40
10.2
7.06
45!
8'
3a
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WF
20
29.74
8.14
207
5.268
r34
8x5-1/4
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6.30
0.378
9.60
0.32
17
25.30
8.r 2
8.@
5.88
203
5.250
133
0.230
5.84
0.308
7.82
o.32
8.12
5.OO
3;I
51.-r
8' WF
6x6
25
37.20
6.37
182
6.080
154
0.320
8.13
'0.456
I r.58
20
0.25
6.35
29.7A
8.20
7.35
157
6.018
4lr
153
0.258
13
6.55
0.367
9.32
0.25
15.5
6.35
5.88
6.OO
152
6.000
152
o.2&
('
23.O7
Jit
6.10
0.269
6.83
0.25
6.35
4.59
23!
r
5
5'WF
18.5
27.63
5.12
130
5.025
128
5x5
0.265
6.73
o.420
10.67
0.30
18
7.A2
23.81
5.45
5.OO
127
5.0oo
127
o.2&
6.10
0.360
9.14
0.30
7.A2
4.70
3s:
trj
4' WF
4x4
13
19.35
4.16
106
4.0@
122
0.280
7
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0.345
8.30
0.313
7.95
3.82
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E
tr
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"r,]:
il.:I"'7'ts'h
I
Y
Mornent of lnertia
Inlr
I crrt
in.
I 212.
I t8(}.9
718.7
29,920
235.4
9,799
4.67
1
625.0
26,O20
206.6
8,600
4.61
542.4
22580
180.6
7,518
4.55
1
457.2
19,030
153.4
6.386
4.49
1
Jx
in.
cml
I
teo
r.6
3
r35
G
Radius
Jy
of
Gyration
x
cml
Modulus
cm
tn
of Section
Zx l^Jx\
v
Zy
t^s
cm
in3
cm3
1.89
2.67
6.78
126.3
2,O70.O
45.2
[email protected]
11.71
2.65
6.73
112.4
1,842.2
39.9
654.O
1.56
2.63
6.68
99.7
1.634.1
35.2
576.9
1.40
2.60
6.60
86.1
1,411.2
30.1
493.3
in3
cm3
420.7
17,510
141.8
5,903
4.46
1
1.33
2.s9
6.58
80.1
1,312.8
27.9
457.3
tt39
382.5
3/.3.7
15,920
129.2
5,378
4.4
11.28
2.58
6.55
73.7
1,207.9
25.5
417.9
14,310
1
16.5
4,850
4.41
11.20
2.57
6.53
1CZs
67.1
1,099.8
23.1
378.6
305.7
12.720
103.9
4,325
4.39
1
1.15
2.56
6.50
60.4
990.O
20.7
92.9
339.3
272.9
11.360
93.O
3,871
4.35
1
1.O5
2.54
6.45
54.6
894.9
18.6
304.8
86.
248.6
10,350
53.2
2,215
4.33
11.00
2.OO
711
5.08
49.1
13.3
218.0
8,729
1,869
4.27
62r
4.9
804.7
209.7
10.84
1.98
5.03
42.2
691.6
1't.2
183.6
170.9
7
,114
36.5
1.519
4.20
10.67
1.94
4.93
3s.o
573.6
9.2
150.8
550
157.3
6,s48
15.2
632.8
17a
4.29
10.90
1.34
3.40
30.8
504.8
5.2
8s.2
133.2
5.545
12.7
528.7
4.26
10.82
1.31
3.33
26.4
432.7
4.4
72.1
106.3
4,425
9.7
403.8
4.14
10.52
1.25
3.18
z'.t.5
352,4
3.4
55.7
350.7
r252
3tlt
127'
Section
lndex
-r\
tn
10'WF
10x10
10'WF
lo x8
10' WF
10
x5-3/4
rl0.
271.8
11,310
88.6
3,688
3.7'.!
9.42
2.12
5.38
60.4
990.O
21.4
227.3
9,462
74.9
3,1 18
9rc
3.65
9.27
2.10
5.33
52.O
852.3
18.2
7,il7
298.3
183.7
60.9
2,535
3.61
9.17
2.O8
7GE
s.28
43.2
708.O
15.O
245.8
6,O90
49.O
2,W
8'WF
146.3
3.53
8.97
2_U
5.18
35.5
12.1
665
581.8
198.3
8x8
126.5
5,266
42.5
1,769
3.50
8.89
2.O3
58r
3.1.1
509.7
10.6
173.7
109.7
4,567
37.0
1,540
3.47
8.81
2.O1
5.16
5.10
27.4
449.1
9.2
150.8
53'
97.8
4,O71
21.6
899.2
3.45
8.76
't.62
4.11
455
24.3
398.3
6.6
108.2
82.5
3,4U
18.2
757.6
3.42
8.69
1.61
4.09
20.8
340.9
5.6
91.8
8x6-'.t/2
.
8.WF
69.2
2,881
8.50
353.8
32:
3.43
8.71
1.20
3.O5
17.0
278.6
3.2
2,W
52.4
8'WF
56.4
6.72
279.7
3.36
8.s3
1.16
2.95
14.1
231.'.|
2.6
42.6
8
47.
53.5
2,227
'17.1
71 1.8
2.69
6.83
1.52
3.86
r6.8
275.4
5.6
91.8
41.7
1,736
ztc
13.3
553.6
2.66
6.76
1.50
3.81
13.4
219.6
4.4
72.1
30.3
1,261
9.69
4o,3.4
2.s6
6.50
1.45
3.68
10.1
165.5
3.2
52.4
36:
25.4
1,O57
r/s
r3
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6,WF
6x6
8.89
370.O
2.16
5.49
1.28
3.25
9.94
162.9
3.54
58.0
5'WF
21.3
886.7
7.51
312.6
2.13
5.41
1.26
3.20
8.53
139.8
3.00
49.2
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
L 16 x5-1/2
L 14X5
L 14x4
L 12x4
J 12x4
Weight
Deoth of
Section
(A)
lbs/ft
kg/m
tn
31
46.13
15.84
402
26
38.69
1s.65
398
26
38.69
32.74
13.89
22
13.72
17.2
25.60
22
19
mm
Flanoe
Web
widih
Thickness
(B)
(t,
Flanoe
Thickfress
(
)
mm
tn
mm
tn
5.525
1N
o.275
6.99
o.42
5.s00
140
o.250
6.35
o.345
353
5.O25
128
0.255
6.48
o.418
348
5.000
127
0.230
5.84
0.335
14.00
356
4 000
102
0 210
533
32.74
12.31
313
4.030
102
o.260
28.28
12.16
309
4.O10
102
o.2N
16.5
24.55
12.00
30s
4.OOO
102
14
20.83
11.91
303
3.970
101
tn
Corner
Radius
t,)
mm
Sectiona
Area
J;
tn
mm
in2
1.23
o.43
10.9
:-2
0.43
10.9
9.12
7.65
5€:
8.76
49,t
:]8 l
10.62
0.43
10.9
7.65
491
o.43
10.9
6.47
4'-
:r2
8.51
o 272
691
043
109
505
.).:
6.60
6.10
o.424
10.77
o.30
7.62
6.47
41 -
'=57
o.349
8.86
o.30
7.62
5.62
JOr
"30
o.230
5.84
o.269
6.83
o.30
7.62
4.86
31
o.200
5.08
o.224
5.69
0.30
7.62
4.14
26'
1
r
5
6
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1
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2
=.3
i
L r0x4
I
19
28.28
'to.25
260
4.O20
142
0.250
6.35
o.394
o.30
7.62
5.61
25.30
10.12
257
4.O10
't02
o.240
6.10
o.329
8.36
o.30
7.62
4.98
36:
32'
?a2
17
15
22.32
10.00
254
4.OOO
102
0.230
5.84
o.269
6.83
o.30
7.62
4.Q
28t
:,8
17 .11
9.87
251
3.950
100
o.180
4.57
o.204
5.18
o.30
7.62
3.39
21
10.01
=6
8
rl
J 10X4
I
L
8X4
J 8x4
L
6X4
J 6X4
16
1
1.5
S
15
22.32
8.12
206
4.015
1o2
o.245
6.22
o.314
7.98
0.30
7.62
4.43
28i
3€0
13
19.35
8.00
203
4.000
102
o.230
s.84
o.254
6.45
o.30
7.62
3.83
24-
395
10
14.88
7.90
201
3.940
100
o.170
4.32
o.2u
5.18
o.30
7.62
2.95
19:
308
16
23.81
6.25
159
4.030
102
o.260
6.35
4.72
30:
7.86
6.OO
152
4.OOO
10.2
o.230
o.404
o.279
o.25
r
6.60
5.84
10.26
12
7.O9
o.25
6.35
3.53
22.E
12.65
s.83
148
3.940
100
o.170
4.32
0.194
4.93
0.25
6.35
2.50
16.'
8.5
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firrrr',fll
Moment
l,-EE
of
lnertia
::-
cm
ln
cm
481.5
6.39
16.23
1.13
362.5
6.24
15.85
1.47
8.26
343.8
5.63
14.30
6.40
266.4
5.52
14.O2
6,131
2.65
1t0.3
5.40
13.72
6,482
4.55
189.4
4.91
s,+ro
152.8
4.81
16.1
4.65
11.81
93.65
4.61
1'.t
:.,
tr
1.57
4ri
_
r38
1
12,410
8.71
Iti
4
:32
6
10,100
'37 4
8,212
15,500
:-3 I
cm'
Modulus
1
of
Section
Zx
tY
tn
i&i
L
Gyration
ix
inl
cml
of
Radius
Jy
Jx
Section
lndex
Zy
in3
cm3
in3
cm3
2.87
47.O
770.3
4.19
68.67
2.72
38.1
624.5
3.17
51.96
1.04
2.64
34.9
572.O
3.29
53.92
o.99
2.51
28.8
472.O
2.56
41.96
o.72
'r.83
21.O
344.2
1.32
21.63
12.47
0.84
2.13
2s.3
414.7
2.26
37.M
12.22
o.81
2.06
21.4
350.7
1.83
29.99
o.76'
1.93
17.5
286.8
1.39
22.78
o.74
1.88
14.8
242.5
1.13
18.52
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L 16 x5-1/2
L 14x5
L 14x4
I
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I$,
itr
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4,383
3.67
2.79
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2.25
)a
4,005
4.19
174.4
4.14
ro.52
0.86
2.18
18.8
308.1
2.08
34.09
3'
3,405
3.45
143.6
4.05
10.29
o.83
2.11
16.2
26s.5
1.72
28.1
2,864
2.79
116.1
3.95
10.o3
o.80
2.O3
13.8
226.2'
1.39
22.78
2,160
2.O1
3.92
9.96
o.77
1.96
10.5
172.1
1_O2
16.72
1,994
3.30
137.4
3.29
8.36
0.86
2.'.|8
1
1.8
193.4
1.65
27.U
1,6M
2.62
109.1
3.21
8.15
0.83
2.11
9.88
161.9
1.31
21.47
3.23
8.20
o.82
2.08
7.79
127.7
1.O1
16.55
165.5
2.14
35.07
t 18.7
1"M
23.60
0.96
15.73
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2
8
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t,f,
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39
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5
1.99
I;5
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3
83.66
82.82
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1
4.32
179.8
2.59
6.58
o.96
2.4
903.3
2.89
120.3
2.4
6.30
0.90
2.29
7.24
616.0
1.89
2.43
6.17
o.87
2.21
5.O7
1320
=[
1
78.66
10.1
83.10
I
L 12x4
J 12x4
L 10x4
J 10X4
L
8X4
J 8X4
L
6X4
J 6X4
17
T
H Bearing Piles
-
(lnch Series)
Weight
Section
lndex
14x14-1/2
12x12
10x10
8x8
18
Deoth of
Flanoe
(A)
(B)
Section
Web
widih
Thickness
(t,)
Flanoe
Corner
Thickiess
(
Radius
tz)
Sectiona
Area
lbs/ft
kg/m
tn
mm
tn
mm
tn
mm
tn
mm
rn
mm
117
174.1
14.234
362
14.885
378
o.805
20.45
0.805
20.45
102
o.60
15.2
14.032
356
4.7a4
34.4
151.8
o.704
Z/.c -
17.88
o.7u
'u8.1
376
17.88
0.60
15.2
30.o1
r93:
'c55.
inz
n,
89
132.4
13.856
352
14.696
373
o.616
15.65
0.616
15.65
o.60
15.2
73
26.19
108.6
13.636
169 :
346
14.586
370
0.506
12.85
0.506
s9.'
12.85
o.60
15.2
21.46
13€ :
733.'
566.!
74
53
r
lo.l
12.122
308
12.217
310
o.607
15.42
o.607
15.42
o.60
15.2
21.76
14{.r
78.87
11.780
299
12.046
306
o.436
1
1.O7
0.436
11.O7
0.60
15.2
15.58
Itri
394.t
57
84.83
10.o12
254
10.224
2@
0.564
14.33
o.564
14.33
o.50
12.7
42
16.76
9.720
1C8"
62.sO
247
10.078
256
o.418
294."
10.62
o.418
10.62
o.50
12.7
12.35
79-
210.t
8.026
2U
8.158
207
o.446
11.33
o.446
11.33
0.40
10.2
10.60
6[t
1
36
53.57
19.{
ra
t
:<
i
t'
Y
Moment
Sccoonal
Are
t
#
i."*
of lnertia
Radius
Jy
Jx
of
Gyration
x
Modulus
in.
cml
int
cml
IN
cm
tn
cm
222.2
1,228.5
51,140
u3.1
18,440
5.97
15.16
3.59
r 93.6
1,055.1
379.6
15,8@
5.93
t5.06
3.56
326.2
13,580
5.89
14.96
10,9@
5.85
,
16
iti ;
Section
lndex
Zy
inr
cm3
in3
cm3
9.12
172.6
2,828.9
s9.5
975.2
9.O4
150.4
2,465.O
51.3
840.8
3.53
8.94
131.2
2,150.4
u.4
727.7
14.86
3.49
8.86
107.5
1,761.9
35.9
588.4
l
u
)'r
t9
35
of Section
Zx
Y
169.0
909.1
43p20
37,8N
138.5
733.1
30,520
261.9
140.4
566.5
23,580
184.7
7,689
5.10
12.95
2.91
7.39
93.5
1,532.5
30.2
495.O
t OO.s
394.8
16.430
127.3
5,299
5.03
12.78
2.86
7.28
67.O
1,O98.1
21.2
347.5
14x1+1/2
12x1?
I
I log.1
E r 7g'I
--_1--Di 68.
'6
i
294.7
12,270
100.6
4,188
4.19
10.64
2.45
6.22
58.9
965.4
19.7
322.9
210.8
8,775
71.4
2,972
4.13
10.49
2.&
6.09
43.4
711.3
14.2
232.7
119.8
4,987
N.4
1,682
3.36
8.s3
r.95
4.95
29.9
490.O
9.9
162.2
l0xlo
8x8
19
Wide Flange Shapes
(Metric Seriesl
I Degth Flange i
section' .^,-,-.^
weight
sedtion width
rndex
I:(A)
mm
(B)
mm
mm
rm
Corner
Radius
Sectional
(r)
Area
mm
mm
cm2
Moment of
Radius of
lnertia
Gyration
Modtdus of
Section
Jx
Jy
tx
tY
Zx
,
cm.
cm{
cm
cm
cm3
cml
1,O40
kg/m
mm
286 I
243 I
213 I
grz
302
18
34
28
364.0
498,000
15,7@
37.0
eoo
6.56
300
10,9@
16
28
28
309.8
411,OOO
12,600
890
364
6.39
299
9,140
15
23
28
270.9
345,000
10,300
35.7
6.16
7,7&
I
9oo x30O
Thic kness
Web
(t,)
i
84it
68s
{r
I
I
800 x3oo
700
x300
5€O.300
241
808
n2
t6
30
28
13.800
33.2
800
3@
6.70
14
26
28
307.6
267.4
339,000
210
292,O@
11,7@
191
792
33.0
300
6.62
8,400
7.290
14
22
782
28
243.4
254,OOO
9,930
32.3
6.39
6,410
662
215 i
1Bs I
166 I
,-
n2
15
28
28
273.6
237,O@
12,900
29.4
6.86
300
6,700
853
13
24
28
235.5
201,000
10,800
29.3
6.78
722
OSZ
300
5,760
13
20
28
211.5
172.O@
9,A20
28.6
6.53
4,980
602
175
ls1 I|
137 I
ss4
s88
3ool n
23
28
222.4
137,000
10,600
24.9
6.90
4,620
701
20
28
192.5
118,000
9,020
6.85
4,O20
SeZ
300
24.8
601
17
28
174.5
103.000
7,670
24.3
6.63
3,530
sll
|
612
t
134
I
ri
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i
120
I 6m.2m
'l
i
106
94.6
i
l
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13&
7C8
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202
13
23
22
147.7
103,OOO
3.180
24.6
4.31
3,380
201
314
12
20
22
152.5
90,400
2,720
24.3
4.22
2,980
271
600
200
11
17
22
134.4
77,600
u'u
2,280
24.O
4.12
2,590
199
228
10
15
22
120.5
68,700
1,980
23.9
4.05
2,3r0
199
I
'tza
448
3oo
11
't8
26
163.5
71,OOO
N2
8,110
20.8
114
7.U
2,910
300
54t
11
15
26
145.5
60,400
6,760
20.4
6.82
2.500
451
89.7
79.5
n
14
l*u
I
j
r
I
i
soo
201
t1
19
20
131.3
56,500
2,580
20.7
4.43
2,230
500
2@
257
10
16
20
114.2
47,8@
2,1N
20.s
4.33
aso
1,910
214
199
9
14
20
1o1.3
41,900
1,840
20.3
4.27
1.690
185
i
4OO xulOO
I
|
103
450 x 200
302
tt
I
5OO x 20O
450 x300
915
,
124
440
300
11
18
24
157.4
56,100
8,110
4vt
18.9
7.18
106
2,550
299
10
15
24
135.O
46.800
6,690
18.6
7.U
2,160
76.0
450
200
I
14
18
46
96.76
33,500
1,870
18.6
4.&
1,490
66.2
187
199
8
12
18
84.30
28,7@
1.580
18.5
4.33
1,290
r59
541
w
605
498
4t2
45
70
22
770.1
298,OOO
94,m
19.7
t t.1
415
12,000
458
4,370
417
30
50
22
528.6
187,000
18.8
283
ro.7
428
&7
60,5@
8,170
2,9@
20
35
22
360.7
119,000
39,400
18.2
10.4
232
414
5,570
405
1,930
18
28
22
295.4
92,800
31,000
't7.7
10.2
4,4@
1,530
S
-t
Section
lndex
Zt
ID,
mm
fio
843
68t
400 x400
115
kg/m
400
x3@
Flange
Section wlotn
(A)
(B)
mm
mm
Thickness
Web
(
t,)
Corner
t'?efl"
Radius
(r)
Sectional
Area
mm
mm
cm2
406
403
16
24
22
254.9
197
400
408
21
21
22
250.7
Mornent of
lnertia
Radius of
Gyration
,-T-,,
tx
ty
Zx
Zy
cm
cm3
cm3
cml
78,0@
70,9@
26,2@
17.5
23,8@
16.8
172
M
400
13
21
22
218.7
66,600
394
405
22,M
17.5
18
18
22
214.4
59,7@
l8
20,o00
16.7
22
186.8
56,t00
r8,900
17.3
15
22
178.5
49.000
16,300
16.6
107
!N.3
394
388
398
11
&2
15
Modulus of
Section
cm
crn
168
1&
ie
Deoth
cif
2oo
147
r82
53
z2
Weight
10.1
9.75
10.1
9.65
10.1
9.54
3,840
r,300
3,52$O
1,170
3,330
1,120
3,O30
985
2,850
951
2,520
809
390
300
10
16
22
136.0
38,7@
386
7,210
299
16.9
9
14
7.28
1,980
rt81
22
120.1
33.700
6.2Q
16.7
7.21
1,7N
418
v2
4oox20p^
,l
66.0
/tOO
2@
8
13
16
84.12
56.6
23,7@
396
1,7Q
199
16.8
4.54
7
r,190
11
16
72.16
20,o@
174
1.450
16.7
4.8
1.O10
145
)r
lr
4
I
350 x350
159
356
352
14
22
'20
202.o
156
47,600
350
16,0@
357
15.3
19
8.90
19
20
42,8@
14,m
2,670
198.4
909
14.7
8.53
2,450
809
136
3so
3so
12
34
r9
2A
173.9
40,3@
13,6@
354
15.2
16
8.84
16
20
2,3m
166.6
776
35,300
11,8@
14.6
8.43
2,050
669
I
131
115
w
3+e
10
16
20
146.0
106
33,300
338
11,200
15.1
9
351
13
8.78
13
20
1,94C)
135.3
28.2@
646
9.380
14.4
8.33
1,670
534
101.5
21,7@
3,6sO
1,280
292
3,oeo
I r+.e
Lo,
6.00
18,5@
5.92
1,loo
248
112
350 x250
350x175
300
300
x3@
x2@
3@x150
79.7
.w
250
69.2
336
249
I
I
14
20
12
20
88.1 5
49.6
350
175
7
t1
14
63.14
41.4
984
174
14.7
6
I
13,600
346
3.9s
14
52.68
1
1,tOO
792
I4.5
3.88
I tts
I 641
7.57
7.26
I
|
106
3@
301
11
17
18
134.8
106
300
23,m
305
7,7n
13.2
15
15
18
134.8.
94.0
21,500
300
7,1@
300
12.6
10
15
t8
1
19.8
298
20,m
87.O
6,750
299
13.1
9
14
18
110.8
84.5
r8,800
294
302
6,2&
13.0
12
12
18
107.7
16.900
5,520
12.5
7.s1
r,sao
514
1,uo
466
lr,soo
450
I
7.16 I
t.s1
91.O
r,zto
t,lso
417
36s
65.4
298
201
I
14
18
83.36
13,300
56.8
294
1,900
200
12.6
8
4.77
12
18
72.38
1,@
893
11,300
1&9
12.5
4.71
771
160
36.7
300
r50
6.5
32.O
298
149
5.5
I
I
13
46.78
7,210
508
12.4
40.80
481
6,320
42
3.29
13
67.7
12.4
3.29
424
59.3
21
r
Wide Flangre Shapes
lMrtr!
Seriee)-Continued
Section
lndex
Weight
mm
250x250
Degth Flangr
Section Width
(A)
(Bl
kg/m
mm
82.2
72.1
il.4
250x175
250 x 125
29.6
25.7
65.7
200x2@
56.2
49.9
200 x 150
200 x too
175xr75
175xt25
t75x
90
150 x 150
r50x
100
150x
75
t25 x 125
t25x
l00x
t00x
22
80
100
50
30.6
mm
250
255
14
250
250
I
249
252
24
4.1
(t')
mm
24
24
66.s
Thickness
Web
175
24
6
124
5
194
14
t6
t4
16
l6
11
I
I
Msdulirs of
Section
(,yratton
.tv
lx
I-cm.
,Y
Zx
Zv
cm
cm
cmr
cml
11,5@
3;88O
10.5
92.18
10,8@
6.09
3,650
919
r0.8
84.70
6.29
9,930
867
3,350
292
10.8
8.790
2.9N
6.29
801
269
10.3
5.98
720
233
6,120
984
10.4
4.18
502
113
4,O50
294
2ss
82.06
16
I
of
Radius
lnertia
cml
104..7
16
It
7
125
cm2
13
11
ruomenG?-
Radius Sectione 1
Area l-Ir
( r)
mm'
8
zso
208
2@
2@
m
I
Corner
56.24
12
37.66
12
32.68
l
I
3,540
ro.4
2.79
10.4
2.79
324
28s
301
t
47.O
41.1
202
10
16
2U
13
83.69
12
13
8.83
71.53
6,530
4.980
2,2@
12
5.13
1,7@
628
8.35
63.53
4,720
4.88
1,6@
498
187
8.62
5.02
472
r60
39.O1
2,690
507
8.30
3.61
277
200
8
150
12
13
I
6
l3
218
67.6
21.3
2@
r@
5.5
8
18.2
11
198
99
27.16
4.5
1,8N
r34
7
8.24
11
23.18
2.22
1,580
184
114
26.8
8.26
2.21
160
23.0
51.21
2,880
984
7.50
4.38
330
29.65
1.530
261
7.18
2.97
t8r
41.8
7.26
2.06
139
21.7
Q.2
23.3
18.1
31.5
21.1
14.0
23.8
13.2
17.2
9.30
175
169
175
150
r48
150
125
125
1@
100
175
7.5
125
5
150
75
125
80
100
s0
7
6.5
6
6
5
12
I
8
10
6
5
12
I
5.5
90
1@
1t
9
1t
l1
I
I
7
563
6.39
3.75
219
75.1
26.84
1,O20
151
6.17
2.37
138
30.1
6.t r
1.86
5.29
3.11
4.95
1.32
86.1
4.18
2.47
76.5
3.98
1.12
37.5
10
30.3t
j
r6.84
lo
2r.90
1
97.5
1,6@
r 7.85
8
1.210
&.14
I
7
9
23.U
112
1.85
666
847
413
383
187
49.5
293
29.2
134
14.8
88.8
r36
13.2
47.O
9.73
2e.7
5.91
-'l_
TJI
rl
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I
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