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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) Wdght
Section lndex
Deoth of
Flanoe
(A)
(B)
lbs/ft
kglm
300
tn
mm
1n
446.4
36.72
933
280
416.7
36.50
927
260
386.9
36.24
920
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
Web Thickness
widlh
Sriction
(t,
mm
rn
16.655
423
16.595
422
16 555
421
Flanoe
Corner
Thickfiess
'
)
Sectional
Radius
(tr)
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
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
267.8
33x11-1/2
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
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
172
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
€
160
238.1
2t.o8
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
4
102
151.8
27.O7
688
10.018
254
o.518
13.16
o.827
2r.01
0.64
16.2
193.6
91
139.9
26.91
684
9.990
zil
30.o1
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
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
I
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
4,791
10.87
27.61
2.O4
5.18
242.8
:::33
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 Wdght
Section lndex
I
24
WF
24x14
24'WF
24x12
24'WF 24
x9
21 x13
21',WF 21
x9
21' Vtr
21x*1/4
18'WF 18x11-3/4
r-
Web Thickness
widih (B)
(t,
Flanoe Thicknless
Corner
(t,
)
lbs/ft
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
o.930
t10
24j6
23.62
o.70
17.8
163.7
35.29
614
12.U2
227'
306
o.510
12.95
r@
o.855
21.72
o.70
17.8
148.8
24.@
32.36
208
E
610
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
0.54
84
r3.8
27.63
125.O
24.@
612
9.015
229
o.470
1
1.94
o.772
19.61
0.54
13.8
76
24.71
113.1
607
8.985
228
o.40
159
23.91
1
1.18
o.682
17.32
0.54
13.8
22.37
144.3
23.71
602
8.961
228
0.416
10.57
o.582
14.78
o.54
13.8
20.00
r 29.C
101.2
.
142
2'-t 1.3
z'-t.46
545
13.132
334
0.659
16.74
1.O95
27.81
0.65
r
6.5
127
41.76
21.24
269 4
189.O
539
13.061
332
o.588
14.94
o.985
25.O2
0.65
16.5
1'.t2
166.7
37.y
21.0O
533
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
28.21
182.C
122.O
20.86
s30
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
210
1
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
82
92.27
20.99
533
8.2n
209
o.400
10.16
0.615
15.62
0.54
13.7
55
8r.85
18.23
117.6
20.80
528
8.215
209
0.375
9.52
o.522
13.26
o.54
13.7
r
6.18
104.4
114
169.7
18.48
469
11.833
301
0.59s
15.1
1
o.991
25.17
o.60
15.2
33.51
105
156.3
18.32
465
11
.792
300
o.554
14.O7
o.911
23.14
o.60
15.2
1
96
30.86
142.9
99.1
18.16
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
23.14
18', WF
o.60
15.2
24.97
77
114.8
18.16
461
8.787
223
0.475
12.O7
o.831
18x8-3/4
21.OO
o.60
15.2
70
22.63
146.0
[email protected]
18.00
457
8.750
222
0.438
1
1.13
o.751
19.O8
0.60
15.2
20.56
95.24
132.6
17.87
454
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
Flanoe
(A)
68
21'WF
Deoth of Section
u 60
89.29
19.25
4U
7.558
192
0.416
10.57
o.695
17.65
o.43
10.9
55
81.85
r8.12
17.84
r r3.8
460
7.532
191
o.390
9.91
0.630
16.00
o.43
50
ro.9
74.41
18.00
r0.r9
to4.5
457
7.500
191
o.358
o.570
14.48
0.43
10.9
45
66.97
14.71
17.86
4il
9.09
94.9
7.477
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
3.23
189.900
8.20
434.3
413.5
18,080
6,777.3
69.9
10.34
1,145.7
26.26
3.19
8.10
372.5
6,105.3
61 .8
10.24
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
10.15
t8
25.78
3.3r5.O
2.68
6.81
138,OOO
299.r
229.1
4,90.2.2
9,537
42.O
10.12
25.70
688.4
)-9
2.987.3
2.66
6.76
274.4
4,497.4
10.o8
38.O
25.60
622.8
2.63
6.68
248.9
4,O79.5
33.9
124,m
203.5
8,471
Section lhdex
Zy in!
cm3
5s5.6
24"WF
24x14
24'. WF
24x12
t3
2,683.O
111,700
102.2
4,254
9.85
25.O2
2,364.3
1.92
98,420
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
3,184
o
9.68
24.59
r,814.5
1.85
75.530
4.70
175.4
63.8
2,874.8
2,656
17.O
9.53
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
3.04
9
7.72
3,O17.2
125,600
317.2
338.6
5,1 98.9
14,100
58.8
8.99
22.83
963.7
3.O1
7.64
284.1
4,656.4
51 .8
8.92
849.0
22.66
4.O90.9
44.6
731.O
5
2.620.6
109.100
289.7
12.060
2.96
7.52
249.6
21" WF .,1
x13
0
2.088.9
86,960
109.3
4,550
8.60
1.752.4
21.84
1.97
5.OO
72,950
197.6
5
89.6
3.238.7
3,730
396.6
2'.1.67
't.93
24.2
8.53
21" WF
4.90
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
1.76
I
't,478.3
6t,5@
4.47
r
50.7
60.4
2.470.O
2,514 2,210
16.0
8.59
262.2
21.82
1.74
4.42
139.9
2,293.O
14.6
8.53
21.67
239.3
1.71
4.34
21'
126.4
8.&
2,O71.7
12.9
21.34
211.4
1.65
21x8-1/4
4.19
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
1,832
2.033.8
84,660
255.6
10,640
7.79
19.79
!.852.5
2.76
7.O1
77,120
220.1
231.O
3,607.4
9,616
43.2
7.75
708.0
19.68
2.73
6.93
202.2
3,314.0
8,609
39.2
7.70
642.5
19.56
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
22.5
7.54
368.8
19.15
1.98
5.03
141.7
2,322.5
20.2
7.49
r9.o2
331.1
1.95
18'WF
4.95
128.2
2,101.2
17.9
293.4
18.95
18
1.93
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
3,268 2,926
7.46
984.0
40.960
47.1
1,961
7.47
18.97
1.63
889.9
4.'.14
37,UO
107.8
1,78
1,766.8
42.O
12.5
7.41
18.82
1.6r
4.O9
98.2
r,609.5
1,54t!
11.1
7.38
181.9
18.74
I.59
4.U
89.0
1,458.7
7.30
9.9
162.3
18.54
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 Weight
Section lndex
lbs/ft
16'WF 16x11-1/2
16'WF 16xB-1/2
96 88
Flanoe
(A)
(B)
kglm
tn
mm
142.9
16.32
131.O
16.16
415 410
78
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
Sriction
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
16.12
/tOg
N
7.039
179
x7
66.97 59.53
16.00
/tOo
7.@O
36
53.57
15.85
403
6.992
178 178
426
634.O
18.69
424
1.875
18.31
16.590 16.475
421
1.770
47.63 44.96
370 342
592.3 550.6 s09.0
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
14'WF 14x16
219 211
14' WF
14x1+1/2
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
50
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
45
't7.94
Corner
Thickfress
(t,i
16'wF 16
10
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
1.95
17.01
1.93
6.66
16.92
1.91
4.95 4.90 4.85 4.78
3.91
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
2.671 .4
11 1,200
I l ] l I I I
17.12
662
i
D
6.74 6.70
2,518
1
]
3,642 3.243
1.88
2.798.2
I
2.67
2,847
I
I I
2.71
17.45
68.4 60.5
2.942.4
I
17.60
6.87
77.9
!
t
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
2.538.8 2 402.4
:2748
:
16.500
149.6
:3208
' :"lO 6 --369 "a122
' 593 0 '.1.767 . :73 1 ' :66 5 '65 8 ' f53 5 316,6I
4O,25O
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
i
66.310 61,470 57,160 52,720 48,530 44,270
1,270
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
195.7 |
| I
10.36
]
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
Weight
lbs/ft
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
0.37r
9.42
0.641
r6.28
0.60
15,2
14.71
94.9
45
66.97
r2.06
306
8.O42
2*
0.336
8.s3
0.576
14.03
0.60
15.2
13.24
85.4
&
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
Deoth of
Moment of lnertia
!
Jx )ttt'
i3l
,:[4
c:
,ta
ra L
inr
Radius
Jy cm'
of
Gyration
x
Modulus
of
Section
Zx
tY
Section lndex
Zy
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'
(B)
kg/m
tn
mm
Web
widih
tn
Flanoe
Thickness (t,
mm
tn
Corner
Thickiess
mm
Sectiona
Radius
(tr)
)
Area
tn
mm
tn
mm
inz
166.7
1
1.38
289
10.415
265
o.755
1
9.18
too
1.28
31.70
148.8
o.50
11.12
12.7
10.345
32.92
263
o.685
17.N
1.1l8
89
132.4
28.Q
0.50
10.88
12.7
10.275
29.43
183
261
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
22.O5
72
10.50
o.50
107.1
12.7
267
r0.170
22.67
258
o.510
14€ ;
12.95
o.808
20.52
0.50
12.7
10.38
t0.r
21.18
13a
17
257
i
o.457
1
1.61
o.748
19.OO
o.50
12.7
19.41
125
:
66
60
98.22 89.29
10.25
264 260
10.o75
256
0.415
1o.il
o.683
17.35
54
80.36
10.12
257
10.028
255
0.368
9.35
0.618
15.70
o.50 'o.50
49
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
0.6r8
39
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
!
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
12.70
25
37.20
o.32
10.08
8.12
256
5.762
8.53
146
o.252
6.40
o.430
1o.92
0.32
21
31.25
9.90
8.12
251
5.750
r46
o.2&
7.35
6.10
o.3@
8.64
o.32
8.12
6.19
1
13;
:':g
Et r J-i
4lu 3SI
67
99.71
9.00
229
8.287
210
0.575
14.61
0.933
23.70
0.40
10.2
58
86.31
8.75
t9.70
121
222
8.222
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
o.€
10.2
14.11
Olr
59.53
8.25
210
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
10.2
31
46.13
r0.30
203
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
7.24
8xe-1/2
0.463
r 1.76
o.40
10.2
35.72
8.23
E?
24
7.93
201
8.500
165
o.245
6.22
0.398
10.11
0.40
10.2
7.06
45!
8'
WF
20
29.74
8.14
207
5.268
r34
o.2N
6.30
8x5-1/4
0.378
9.60
0.32
8.r 2
17
25.30
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
14
Flanoe
(A)
Sriction
112
10' wF
10x10
Deoth of
3a
:6
E tr
25
37.20
6.37
182
6.080
154
0.320
8.13
'0.456
I r.58
0.25
20
6.35
7.35
29.7A
8.20
157
4lr
6.018
153
13
0.258
6.55
0.367
9.32
0.25
6.35
15.5
5.88
('
23.O7
6.OO
152
6.000
152
o.2&
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
0.265
5x5
6.73
o.420
10.67
0.30
7.A2
18
5.45
23.81
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 "
:-
;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
Radius
Jy in.
cml
teo 3
r35
G
Gyration
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
15,920
129.2
tt39
382.5 3/.3.7
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
67.1
1,099.8
1CZs
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
339.3
92.9
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
5.08
49.1
711
804.7
13.3
8,729
4.9
218.0
209.7
1,869
4.27
10.84
1.98
62r
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
4.29
10.90
1.34
17a
3.40
30.8
504.8
5.2
8s.2
133.2
5.545
12.7
3tlt
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
127'
Section lndex
-r\
tn
I
r.6
of
x
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
3.65
9.27
9rc
2.10
5.33
52.O
852.3
18.2
298.3
183.7
7,il7
60.9
2,535
3.61
9.17
2.O8
s.28
43.2
708.O
7GE
15.O
245.8
6,O90
49.O
2,W
8'WF
146.3
3.53
8.97
2_U
5.18
35.5
581.8
12.1
665
198.3
8x8
126.5
5,266
42.5
1,769
3.50
8.89
2.O3
3.1.1
58r
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
24.3
455
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
3.43
8.71
1.20
3.O5
17.0
32:
278.6
3.2
52.4
2,W
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
13.3
ztc
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 Weight
Section lndex
L 16 x5-1/2
L 14X5
L 14x4
L 12x4
J 12x4
Deoth of Section (A)
lbs/ft
kg/m
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31
46.13
15.84
402
26
38.69
1s.65
398
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38.69 32.74
13.89
22
13.72
17.2
25.60
22 19
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5.525
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6.99
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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
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102
0 210
533
32.74
12.31
313
4.030
102
o.260
28.28
12.16
309
4.O10
102
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16.5
24.55
12.00
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4.OOO
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14
20.83
11.91
303
3.970
101
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Radius
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1.23
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6.10
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4.015
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6.22
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6.45
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3.940
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12.65
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0.194
4.93
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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
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152.8
4.81
16.1
4.65
11.81
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12,410
8.71
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8,212
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Gyration
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Radius
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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
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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
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1.93
17.5
286.8
1.39
22.78
o.74
1.88
14.8
242.5
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3,405
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2.62
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8.15
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9.88
161.9
1.31
21.47
3.23
8.20
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120.3
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Deoth of
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(B)
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Flanoe
Thickness (t,)
Thickiess (
Corner Radius
tz)
Sectiona Area
lbs/ft
kg/m
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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
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15.2
102
14.032
376
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132.4
13.856
352
14.696
373
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0.616
15.65
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73
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108.6
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14.586
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12.046
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10.078
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Jy
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Zx
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cm
tn
cm
222.2
1,228.5
51,140
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18,440
5.97
15.16
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1,055.1
379.6
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13,580
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Section lndex
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169.0
909.1
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138.5
733.1
30,520
261.9
,
140.4
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566.5
23,580
184.7
7,689
5.10
12.95
2.91
7.39
93.5
1,532.5
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394.8
16.430
127.3
5,299
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12.78
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294.7
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322.9
210.8
8,775
71.4
2,972
4.13
10.49
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6.09
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232.7
119.8
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19
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mm
Thic kness
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mm
mm
rm
Corner Radius
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Area
mm
mm
cm2
Moment of
Radius of
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Gyration
Modtdus of Section
Jx
Jy
tx
tY
Zx
,
cm.
cm{
cm
cm
cm3
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mm
286 I 243 I 213 I
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302
18
34
28
364.0
498,000
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37.0
6.56
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300
16
28
28
309.8
411,OOO
12,600
364
6.39
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9,140
299
15
23
28
270.9
345,000
10,300
35.7
6.16
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700
241
808
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13.800
33.2
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6.70
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14
26
28
307.6 267.4
339,000
210
292,O@
11,7@
33.0
191
792
6.62
300
8,400 7.290
14
782
22
28
243.4
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9,930
32.3
6.39
6,410
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273.6
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6,700
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20
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118,000
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9,020
601
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174.5
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302
202
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22
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20
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2,980
271
600
200
11
17
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134.4
77,600
2,280
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2,590
228
199
10
15
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120.5
68,700
1,980
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145.5
60,400
6,760
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20
131.3
56,500
2,580
20.7
4.43
2,230
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500
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10
16
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4.33
1,910
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199
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1,840
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299
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6,690
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200
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14
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96.76
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33,500
1,870
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1,490
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8
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4.33
1,290
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70
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770.1
298,OOO
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4,370
417
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50
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528.6
187,000
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283
8,170
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35
22
360.7
119,000
39,400
18.2
10.4
232
414
5,570
1,930
405
18
28
22
295.4
92,800
31,000
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10.2
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1,530
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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
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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
22,M
405
17.5
18
18
22
214.4
59,7@
20,o00
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16.7
22
186.8
56,t00
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17.3
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178.5
49.000
16,300
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398
11
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cm
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168
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10.1
9.75 10.1
9.65
3,840
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1,170
3,330
1,120
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2,850
951
9.54
2,520
809
10.1
390
300
10
16
22
136.0
38,7@
386
7,210
299
16.9
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7.28
1,980
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159
356
352
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47,600
156
16,0@
350
357
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19
20
2,670
198.4
14,m
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42,8@
14.7
8.53
2,450
809
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173.9
40,3@
13,6@
354
15.2
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8.84
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166.6
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35,300
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14.6
8.43
2,050
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16
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146.0
33,300
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11,200
338
15.1
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351
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135.3
646
28.2@
9.380
14.4
8.33
1,670
534
101.5
21,7@
3,6sO
1,280
292
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6.00
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5.92
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112
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69.2
336
249
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20
12
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88.1 5
49.6
350
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63.14
13,600
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14.7
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17
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134.8
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13.2
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15
15
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134.8.
21,500
94.0
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300
12.6
10
15
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6,750
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110.8
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294
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13.0
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12
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107.7
16.900
5,520
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91.O
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36s
65.4
298
201
I
14
18
83.36
13,300
294
1,900
56.8
200
12.6
4.77
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12
18
893
72.38
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11,300
12.5
4.71
771
160
36.7
300
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6.5
32.O
298
149
5.5
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13
46.78
7,210
508
12.4
3.29
40.80
67.7
6,320
42
481
13
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
4.1 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
(t')
mm
mm
m mm'
cm2
255
14
14
I
t6
250
t4
16
24 24
194
13
7
125
6
124
5
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
6.09
10,8@
919
3,650
r0.8
84.70
6.29
9,930
867
3,350
292
10.8
6.29
8.790
2.9N
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
11
175
zso
208 2@ 2@
8
ruomenG?-
Radius Sectione 1 Area l-Ir ( r)
250
249 252
I
Corner
250
24 24
66.s
Thickness Web
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
8.83
13
71.53
6,530 4.980
2,2@
12
5.13
628
1,7@
8.35
63.53
4.88
4,720
498
1,6@
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
11
18.2
198
27.16
99
1,8N
4.5
r34
7
8.24
11
23.18
2.22
1,580
184
114
26.8
8.26
2.21
160
23.0
2,880
984
7.50
4.38
330
1.530
261
7.18
2.97
t8r
41.8
7.26
2.06
139
21.7
563
6.39
3.75
219
75.1
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
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
10
6.5
6 6
5
9
I
I 7
29.65
I
23.U
1t
&.14
l1
26.84
I
7
9
51.21
12
8
6 5
12
I
5.5
90
1@
1t
10
r 7.85
30.3t
j
r6.84
lo
2r.90
8
1
1.85
1.210 1,6@ 1,O20
666 847 413 383 187
97.5
49.5 293 29.2
134 14.8
88.8
r36
112
13.2
47.O
9.73
2e.7
5.91
-'l_
TJI rl
-t"
I !
