tabel profil konstruksi baja
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Tabel Profil Konstruksi BajaTRANSCRIPT
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Tabel Profil Konstruksi Baja028050
O Kanisius 1988
PENERBIT KANtstUS (Anggota tKApt)Jl. Cempaka 9, Deresan, yogyakarta 552g1Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349Kotak Pos 1 12SNk, yogyakarta 55011
Cetakan pertama 1988Cetakan kedua 1g8gCetakan ketiga 1gg0Cetakan keempat l ggoCetakan kelima 1991Cetakan keenam 1gg2Cetakan ketujuh 1gg3
tsBN 979-413-158-X
Hak Clpta dllindungi Undang-undang.Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi,tanpa izin tertulis dari penerbit.
Dicalak oleh percslakan Kanisius yogyakarta
--
KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada bebe-rapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakanlagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomisyaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itukami berusaha menyusun "Tabel Profil Konstruksi Baja" yang men-cantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan"Engineering Conversion Factors" dan beberapa tabel lain. Kamiharap buku ini dapat berguna bagi para teknisi bangunan dan maha-siswa teknik, baik sipil maupun arsitektur.
Buku ini kami susun berdasarkan buku Steel Design Manual,American lnstitute of Steel Counstruction {AISC), New York, 1983
dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dandiktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas GadjahMada, antara 1973 - 1980.
Akhirnya kami ucapkan terima kasih kepada semua pihak yangtelah membantu penerbitan buku, khususnya Bapak lr. Morisco (Uni-
versitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Tri-sakti), yang telah memberikan banyak petunjuk dan saran. Semulabuku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sa-rana Cipta.
Yogyakarta, Desember 1 987
Penyusun
3
DAFTAR ISI
Kata Pengant arDaftar lsi
Wide Flange Shapes (lnch.series)Light Beams and Joists (lnch Series)H Bearing Piles (lnch Series)Wide Flange Shapes (Metric Series)Structural Tees (lnch Series)Structural Tees (Metric Series)
35
6
16
18
20242932
33343640M47
I
4S)
5052
il565657
606668
Profil KanalProfil SikuBaja KanalBaja siku-siku samakakiBaja siku-siku tidak samakakiTegangan-tegangan yang diizinkan menurut N 105bGaya-pikul (kekuatan menahan) paku-paku kelingDaftar Koefisien Tekuk rr.r untuk Baja Fe 360R u mus-rumus untuk menentukan/ menghitu ng
penampang batang-batang baja yang ditekan :
[-ight Lip Channelsrtight Channelf-{ollow Structural Tubings (mm Size)Lip Channels in back to back arrangement-ip Channels in front to front arrangementElastic Design Euler Stress Values F'e f or Compression MembersD astic Design Selection TablesEngineering Conversion FactorsI 'cular Hollow Sections .
Sizes and Section Properties
Wide Flange Shapes
(lnch Serbs)
1
:
I
I
I
a
J
I
I
a
€
€
c
4
2
Sectionlndex
WdghtDeoth ofSriction
(A)
Flanoewidlh
(B)
WebThickness
(t, )
FlanoeThickfiess' (tr)
CornerRadius
SectionalArea
lbs/ft kglm tn mm 1n mm rn mm tn mm rn mm in2 cmz
36'WF36 x16-1/2
300
280
260
245
230
446.4
416.7
386.9
364.6
342.3
36.72
36.50
36.24
36.06
35.88
933
927
920
916
911
16.655
16.595
16 555
1 6.51 2
16.475
423
422
421
419
418
0 945
0.885
0.845
0.802
0.765
24.@
22.48
21.46
20.37
19.43
1.680
1.570
1.440
1.350
r.260
42.67
39.88
36.56
34.29
32.OO
1.O2
1.O2
1.O2
1.O2
1.O2
25.9
25.9 .
25.9
25.9
25.9
88.1 7
82.32
76.s6
72.O3
67.73
568.8
531 .1
493.9
467.7
437.O
36" WF
36x12
194
182
170
160
150
135
288 7
270.8
253.0
238.1
223.2
200.9
36.48
36.32
36.1 6
36.0O
35.84
35.5s
927
923
918
914
910
903
12.1 17
12.O72
12.O21
12.OOO
11 .972
1',I.945
308
307
305
305
304
303
o.770o.725
o.680
o.653
o 625
0.598
19.56
18.42
17.27
16.59
15.88
1 5.19
'r.260
1 .180
1.100
1.020
0.940
o.794
32.00
29.97
27.94
25.91
23 88
20.17
0.80
0.80
0.80
0.80
0.80
0.80
20.3
20.3
20.3
20.3
20320.3
57.1 1
53.54
49.98
47.O9
4.1639.70
368.5
345.4
322.5
303.8
284.9
256.1
33"WF33x15-3/4
240
220
200
357.2
327.4
297.6
33.50
33.25
33.OO
851
845
838
15.865
1 5.810'r5.750
403
402
400
0.830
o.7750.7i5
21 08
19.69
18.16
1.400
1.275
1.150
35.56
32.39
29.21
0.96
0.96
0.96
24.4
24.4
24.4
70.52
64.73
58.79
455.0
417.6
379.3
33' WF
33x11-1/2
152
141
130
118
226.2
209.8
193.5
175.6
33.50
33.31
33.1 0
32.86
851
846
841
835
1 1.565
1 1.535
1 1.510
11 .484
294
293
292
292
0.635
0.60s
0.580a
0.554
16.13
15.37'14.73
14.O7
1.055
0.960
0.8s5
o.738
26.80
24.38
21.72
18.74
0.75
0.75
0.75
o.75
19.O
19.O
19.O
19.0
4l.7141.51
38.26
34.71
288.5
267.8
246.8
223.9
30'wF30x15
210
19Q
172
312.5
2828256.0
30.38
30.r229.88
772
765
759
1 5.1 05
15.040
14.985
384
382
381
o.775
0.710
0.65s
19.69
18.03
16.64
1.315't .1 85
1.065
33.40
30.ro27.O5
o.91
o.9ro.91
23.1
23.1
23.1
61.78
55.90
50.65
398.6
360.6
326.8
30'wF*x1O-1/2
132
124
116
108
99
196.4
184.5
172.4
r60.7147.3
30.30
30.16
30.00
29.82
29.U
770
-766762757
753
10.551
10.521
10.500
10.484
10.458
268
267
267
266
266
0.615
0.s85
o.564
0.548
o.522
15.62
14.86
14.33
13.92
13.26
1.000
0.930
o.8so0.760
0.670
25.N23.62
21.59
19.30
17.O2
o.70
o.70o.70
o.70
0.70
17.8
17.8
17.8
17.8
r 7.8
38.83
36.45
34.r331.77
29.11
250.5
235.2
220.2
205.0
187.8
27'WF27 x14
177
160
145
263.4
238.1
215.8
27.31
2t.o826.88
694
688
683
14.090
14.023
13.965
358
356
355
o.725o.658
0.600
18.42
16.71
15.24
1.190
1.O75
o.975
30.23
27.31
24.77
o.86
o.86
o.86
21.8
21.8
21.8
52.10
47.O4
42.68
336.1
303.5
275.4
27' WF
27 x10
114
102
91
u
t
169.7
151.8
139.9
125.O
27.28
27.O7
26.91
26.69
693
688
684
678
10.070
10.018
9.990
9.963
256
254zil253
o.570
o.518
o.490
o.403
14.48
13.16
12.45
1 1.76
0.932
o.827
o.747
o.636
23.67
2r.01
18.97
16.15
o.64
0.64
o.64
o.64
r6.216.2
18.2
r6.2
33.53
30.o1
27.65
24.71
218.3
193.6
178.4
159.4
6
Moment of lnertia Radius of Gyration Modulus of SectionSectionlndex
Jx Jv x tY Zx Zyin. cml in. cml 1n cm tn cm inr cm3 in3 cm3
20,290.2
18,819.3
17,233.8
16,092.2
14,988.4
844,600
783,rtOO
717,NO
669,900
623,900
1,225.2
1,127.5
1.020.6
9M.7870.9
46,730
46,320
45,880
45,560
45,250
15.17
1 5.12
15.00
14.95
14.88
38.s3
38.40
38.1 0
37.97
37.80
3.73
3.70
3.65
3.62
3.59
9.47
9.40
9.27
9.19
9.12
1, I 05.1
1,031.2
951 .1
892.5
835.5
r 8,1 12.6
16,901.4
15,588.5
14.628.1
13.693.8
147 .1
135.9
123.3''t14.4
105.7
2,410.9
2,227.4
2,O20.9
1,875.0
1,732.4
36'WF36x1p-1/2
12,103.4
1 1,281.5
10,470.0
9,738.8
9,012.1
7,796.1
503,800
469,600
435,800
405,400
375,200
324,500
355.4
327.7
300.6
275.4
250.4
207.1
14,790'r3,640
1 2,510
1 1,460
10,420
8,621
14.56
145214.47
14.38
14 29
14 01
36.98
36.88
36.75
36.s2
36.30
35 58
2.49
2.47
2.45
2.42
2.38
2.28
6.32
6.27
6.22
6.15
6.04
5.79
663.6
621.2
579.1
541.0
502.9
438.6
10,876,4
10,181.5
9.491.4
8,867.O
8,242.5
7,188.6
58.7
54.3
50.o
45.9
41.8
34.7
962.1
890.O
819.5
752.3
685.1
568.7
36' WF
36x12
' 3.585.1'2.312.1
' 1.048.2
565,500
512,500
459,900
874.3
782.4
691.7
36,400
32,570
28.190
13.88
13.79
13 71
35.26
35.03
34.82
3.52
3.48
3.43
8.94
8.84
8.71
811.1
740.6
669.6
13,293.9
12,138.4
10,974.7
1',to.2
99.0
87.8
1.806.2
1,622.6
1,439.0
33" WF
33x15-3/4
3 147.6
7 M2.25,699 0
5 886.9
) 872.4
3 82s.9: 891 .5
s39,200
309,800
278.900
245.100
256.1
229.7
201.4
170.3
10,660
9.562
8,384
7,089
13.50
13.39
13.23
13.02
34.29
34.O1
33.60
33.O7
2.39
2.35
2.29
2.22
6.07
5.97
5.82
5.64
486.4
446.8
4048358.3
7,972.1
7,323.O
6,634.7
5,872.5
44.3
39.8
35.0
29.7
726.1
652.3
573.7
486.8
33" WF
33 x11-1/2
410,100
367.400
328.500
701 I624.6
550 1
29,470
26,OOO
22,900
12 64
12.57
12 48
32.1 0
31 .93
3i.70
3.38
3.34
3.30
8.58
8.48
8.38
649.9
586.1
528 2
10,651 .9
9,606.2
8,657.2
93.7
83.1
73.4
1,535.7
1,362.O
1,203,0
30" wF30 x'15
5 753.1
3 347.1
4 919.1
I 461.O
3 988.6
239,500
222,600
2@,800
185,700
166,000
185.O
169.7
153.2
1 35.1
1 16.9
7,701
7,064
6,377
5,6244,866
12.17
12.11
12.OO
1 1.85
1 1.70
30.91
30,76
30.48
30.10
29.72
2.18
2.16
2.12
2.06
2.OO
5.54
5.49
5.38
5.23
5.08
379.7
354.6
327.9
299.2
269.1
6,223.3
5,81 1.9
5,374.3
4,903.9
4,410.5
35.1
32.3
29.2
25.8
22.4
575.3
529.4
478.6
422.9
367.1
30'WF30 x 1G1/2
:-?qA
:- t1t)
I- aJ
280,1 00
2s0,500
225,400
518.9
458.O
406.9
21.600
19,060
16.940
1 1.36
1 1.31
11 .26
28.85
28.73
28.60
3.16
3.12
3.09
8.03
7.92
7.85
492.8
444.5
402.9
8,077.O
7,285.4
6,603.5
73.7
65.3
58.3
1,207.9
1,O70.3
955.5
27" WF
27 x14
40805 i 169,900
3 604 1 150,000
325671 rgO,OOO
:::33 117,600
149.6
129.5
1 1 5.',I
95.7
6,2285,391
4,791
3,984
1 1.O3
10.96
10.87
10.69
28.O2
27.83
27.61
27.15
2.11
2.O8
2.O4
1.97
5.36
5.28
5.18
s.oo
299.2
266.3
242.8
211.7
4,903.9
4,364.7
3,979.5
3,469.8
29.7
25.9
23.O
19.2
486.8
424.5
377.O
314.7
27'WF27 x10
I
Wide Flange Shapes
(lnch Soriosl- Contirrred
Sectionlndex
WdghtDeoth ofSection
(A)
Flanoewidih
(B)
WebThickness
(t, )
FlanoeThicknless
(t,CornerRadius
SectioneArea
lbs/ft kg,/m ln mm tn mm tn mm tn mm in mm in2 cFF
24 WF
24x14
160
r45
r30
238.1
215.8
r 93.5
24.72
24.49
24.25
628
622
616
14.091
14.043
14.OOO
3s8
357
356
0.6s6
0.608
0.565
16.66
15.44
14.35
1 .135
1.020
0.900
28.83
25.91
22.86
o.70
0.70
0.70
17.8
17.8
178
47.O4
42.62
38.21
303 :
27a:245 1
24'WF24x12
120
t10r@
178.6
163.7
148.8
24.31
24j624.@
617
614
610
12.088
12.U2
12.OO0
&7306
30s
o.556
o.510
0.468
14.12
12.95
1 1.89
o.930
o.855
o.775
23.62
21.72
19.69
o.70
o.70
0.70
17.8
17.8
17.8
35.29
32.36
29.4ir
227'208 E
189 S
24'WF24 x9
94
84
76
68
139.9
125.O
113.1
101.2
24.29
24.@
23.91
23.71
617
612
607
602
9.061
9.015
8.985
8.961
230
229
228
228
o.516
o.470
o.400.416
13.11
1 1.94
1 1.18
10.57
o.872
o.772
o.682
o.582
22.15
19.61
17.32
14.78
0.54
0.54
0.54
o.54
r3.8
13.8
13.8
13.8
27.63
24.71
22.37
20.00
r 78.3
159 .144.3
r 29.C
21'WF21 x13
142
127
1'.t2
2'-t 1.3
189.O
166.7
z'-t.46
21.24
21.0O
545
539
533
13.132
13.061
13.OOO
334
332
330
0.659
o.588
o.527
16.74
14.94
r 3.39
1.O95
o.985
o.86s
27.81
25.O2
21.97
0.65
0.65
o.65
r 6.5
16.5
16.5
41.76
37.y32.93
269 4
2& -c
212 a
21',WF
21 x996
82
142.9
122.O
21.14
20.86
537
s309.038
8.962
230
228
0.575
0.499
14.61
12.67
o.935
o.795
23.75
20.1 Io.65
o.6s
'r6.5
16.5
28.21
24.10
182.C
155.5
21' Vtr21x*1/4
73
68
82
55
108.6
101.2
92.27
8r.85
21.24
21 .13
20.99
20.80
539
537
533
528
8.295
8.270
8.2n8.215
z'.t 1
210
209
209
o.455
o.430
o.400
0.375
r 1.56
ro.92
10.16
9.52
o.7Qo.685
0.615
o.522
18.m
17.q15.62
13.26
Q.54
o.54
0.54
o.54
13.7
13.7
13.7
13.7
21.46
20.o2
18.23
r 6.18
138.5
r 29.2
117.6
104.4
18'WF18x11-3/4
114
105
96
169.7
156.3
142.9
18.48
18.32
18.16
469
465
461
11.833
11 .792
1 1.750
301
300
298
0.59s
o.554
o.512
15.1 1
14.O7
13.OO
o.991
o.911
0.831
25.17
23.14
21 .11
o.60
o.60
o.60
15.2
15.2
15.2
33.51
30.86
28.22
216.2
1 99.1
1 82.1
18', WF
18x8-3/4
85
77
70
u
126.5
114.8
95.24
r8.32
18.16
18.00
17.87
465
461
457
454
8.838
8.787
8.750
8.715
224
223
222
221
o.526
0.475
0.438
o.rrc3
13.36
12.O7
1 1.13
10.24
o.911
o.831
o.751
o.686
23.14
21.OO
19.O8
17.42
o.60
o.60
0.60
o.60
15.2
15.2
15.2
15.2
24.97
22.63
20.56
r8.s
101.1
146.0
132.6
121.3
18' WF
18x7-1/2
60
55
50
45
89.29
81.85
74.41
66.97
19.25
r8.12
18.00
17.86
4U460
457
4il
7.558
7.532
7.500
7.477
192
191
191
190
0.416
o.390
o.358
o.335
10.57
9.91
9.09
8.51
o.695
0.630
o.570
0.499
17.65
16.00
14.48
12.67
o.43
o.43
0.43
0.43
10.9
ro.9
10.9
ro.9
17.84
r0.r914.71
13.24
r r3.8
to4.5
94.9
85.4
8
r-
LI-
{
a
r'
3550E5
1.7
t8)-9
t3)-a
i-3
o
1
9
5
0
5
tID
l
)
Mornent of lnertia Radius of Gyration Modulus of SectionJv ix ty Sectionlhdexin. cml
Zx Zyin! cm3
tn cml tn cm tn cm in, cm3
5,1r0.3
4,561.O
4,O09.5
212,7@
189.900
166.900
492.6
434.3
375.2
20,510
18,080
15,620
10.42
10.34
10.24
26.47
26.26
26.O1
3.23
3.19
3.13
8.20
8.10
7.95
6.81
6.76
6.68
413.5
372.5
330.7
6,777.3
6,105.3
5,420.2
69.9
61 .8
53.6
1,145.7
1,012.9
878.5
24"WF24x14
3,635.3
3.3r5.O
2.987.3
151,300
138,OOO
124,m
254.O
229.1
203.5
ro.570
9,537
8,471
10.15
10.12
10.o8
25.78
25.70
25.60
2.68
2.66
2.63
299.r
274.4
248.9
220.9
r96.3
175.4
1 53.1
4,90.2.2
4,497.4
4,O79.5
42.O
38.O
33.9
688.4
622.8
5s5.6
24'. WF
24x12
2,683.O
2,364.3
2,096.4
r,814.5
111,700
98,420
87,270
75.530
102.2
88.3
76.5
63.8
4,254
3,676
3,184
2,656
9.85
9.78
9.68
9.53
25.O2
24.84
24.59
24.2.1
1.92
1.89
1.85
1.79
4.88
4.80
4.70
4.55
3,620.6
3.217.4
2,874.8
2,590.3
22.6
19.6
17.O
14.2
370.4
321.2
278.6
232.7
24'. wF24x9
3.403.1
3,O17.2
2.620.6
2.088.9
1.752.4
141,700
125,600
109.100
385.9
338.6
289.7
16,060
14,100
12.060
9.03
8.99
8.92
22.94
22.83
22.66
3.04
3.O1
2.96
7.72
7.64
7.52
317.2
284.1
249.6
5,1 98.9
4,656.4
4.O90.9
3.238.7
2.753.5
58.8
51 .8
44.6
963.7
849.0
731.O
21".,1
WF
x13
86,960
72,950
109.3
89.6
4,550
3,730
8.60
8.53
21.84
2'.1.67
1.97't.93
5.OO
4.90
197.6
168.O
24.2
20.o
396.6
327.8
21" WF
21 xg
1.600.3
't,478.3
1,326.8
1,1&.7
66,620
6t,[email protected],230
47.490
66.2
60.4
53.1
4.O
2,756
2,514
2,210
1,832
8.64
8.59
8.53
8.&
21.94
21.82
21.67
21.34
1.76
1.74
1.71
1.65
4.47
4.42
4.34
4.19
r 50.7
139.9
126.4
109.7
2.470.O
2,293.O
2,O71.7
1,798.O
3,607.4
3,314.0
3,O22.3
16.0
14.6
12.9
10.7
262.2
239.3
211.4
175.4
21' WF
21x8-1/4
2.033.8
!.852.5
1,674.7
1.429.9
1,286.8
1.153.9
1,O45.8
84,660
77,120
69,710
255.6
231.O
206.8
10,640
9,616
8,609
7.79
7.75
7.70
19.79
19.68
19.56
2.76
2.73
2.71
7.O1
6.93
6.88
220.1
202.2
184.4
43.2
39.2
35.2
708.0
642.5
576.9
18" WF
18 x 11-3/4
59,520
53.570
48,O30
43,530
99.4
88.6
78.5
70.3
4,138
3,688
3,268
2,926
7.57
7.54
7.49
7.46
19.23
19.15
r9.o2
18.95
2.@
1.98
1.95
1.93
5.08
5.03
4.95
4.90
1 56.1
141.7
128.2
1 l7.O
2,558.s
2,322.5
2,101.2
1,917.6
22.5
20.2
17.9
l6.r
368.8
331.1
293.4
263.9
18'WF18 x8-3/4
984.0
889.9
704.s
40.960
37,UO
33.330
29,330
47.1
42.O
37.2
31.9
1,961
1,781,54t!
1,328
7.47
7.41
7.38
7.30
18.97
18.82
18.74
18.54
1.63
1.6r
I.59
1.55
4.'.14
4.O9
4.U3.94
107.8
98.2
89.0
78.9
1,766.8
r,609.5
1,458.7
1,293.2
12.5
11.1
9.9
8.s
2U.9181.9
162.3
139.3
18'WF18x7-1/2
I
Wide Flange Shapes
llnch Serieo)-Continued
Sectionlndex
WeightDeoth ofSriction
(A)
Flanoewidth
(B)
WebThickness
(t,iFlanoe
Thickfress( tz)
CornerRadius
SectionalArea
lbs/ft kglm tn mm 1n mrTt ln mm tn mm ln mm in2 cmr
16'WF16x11-1/2
9688
142.9
131.O
16.32
16.16
415410
1 1.533
1 1.502
293292
o.535o.5@
13.59
12.80
o.875o.795
22.2320.1 I
0.60o.60
15.2
15.2
28.22.
25.87
1 82.1
167.0
16'WF16xB-1/2
78
71
6458
116.1
105.7
95.2486.31
16.32
16.16
16.00
15.86
415410406403
8.5868.5438.5008.464
2'.\.8
217
216215
o.529o.486o.443o.N7
13.M12.34
11.25
10.34
0.875o.7950.715o.645
22.2320.1918.16
16.38
0.600.60o.600.60
15.2
15.2
15.2
15.2
2},0220.8618.80't7.o4
147.9
134.6
121.3
109.9
16'wF16 x7
5045N36
74.41
66.9759.5353.57
16.25
16.12
16.0015.85
413/tOg
/tOo
403
7.O73
6.992
180
179
178178
0.3800.346
0.3070.299
9.658.797.807.59
o.628o.563o.503o.428
15.95
14.3012.78
10.87
0.43o.430.43o.43
10.9
10.9
10.9
10.9
14.70
13.24
11.77
10.59
94.8
85.4
75.9
68.3
14'WF14x16
426398370342
*3zo
314287264246237228219211
202193
184176
167
158
150
142
634.O
592.3550.6s09.0476.2
'467.3
427.1
392.9366.1
352.7
339.3325.9314.0300.6
287.2
273.8261.9248.5
235.1
223.22'.t't.3
18.69
18.31't7.94
17.56
16.81
1'7.19
16.81
16.50
16.2s16.12
16.00
15.87
15.75
15.63
15.50
15.38
15.25
15.12
15.OO
14.88
14.75
475465456446427437
427419413409406403
400397394391
387384381
378
375
16.695
16.59016.47516.365
16.710162351 6.1 3016.025
15.945
15.9r O
15.865
15.825
15.80015.75015.710
15.66015.64015.60015.55015.515
15.500
424421
418416424412410
407
405404403402401
400
39939839739639s394394
1.875
1.7701.655
1.545
1.890
1 .415
1.310
1.205
1.1251.090
1.O45
1.OO5
0.9800.9300.8900.8400.8200.7800.7300.695o 680
47.6344.9642.O4
39.2448.O1
35.94
33.27
30.61
28.5827.e9
26.5425.5324.8923.62
22.61
21.3420.8319.81
18.54
17.65
17.27
3.O33
2.8432.6s82.4682.0932.2832.0931.938
1 .813
1.7481.688
1.623
1.563
1.503
1.438
1.378
1.313
1.2481 ,188
1.1281.063
77.O4
72.21
67.51
62.6953.1 6
57.9953.1 6
49.23
46.05M.4042.8841.22
39.7038.1 8
36.5335.O0
33.3531.7030.1 I28.6527.OO
o.600.600.600.600.600.600.600.600.60o.60o.600.600.600.60
0.600.600.600.600.600.600.60
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
125.25
1 16.98
108.78100.59
94.12
92.3084.3777.6372.33
69.6967.0664.3662.O7
s9.3956.7354.O7
51.7349.O9
46 47
44.O8
41.85
808.1
754 t'
701.8
649.C
607.2
595.s
544.3
500 E
466.62t49.6
432.e
415.2
400.s
383 2366.C
348.8
333.7
316 7
299.8
284.1
270.C
14' WF
14x1+1/2
136
127
119
111
103
9587
202.4189.O
177.1
165.2
153.3
141.4
129.5
14.75
14.62
14.5014.37
14.25
14.12
14.00
375371368365362359356
14.7N14.69014.65014.62014.575
14.54514.500
374373372371370369368
0.6600.6100.570o.s40o.495o.465
o.420
16.76
15.49
14.48
13.72
12.57
1 1.81'to.67
1.063
o.9980.938o.873o.813
o.748o.688
23.8322.17
20.6519.OO
17.48
0.600.600.60o.600.60
0.600.60
15.2
15.2
15.2't5.2
15.2
15.2
15.2
39.9837.3334.9932.6530.2627.9425.56
257.9
2N.8225.7
210.6
195.2
180.3
164.9
10f,lote: * Column Core Section
I
!
I
i
I
I
I
lI
I
;
!
i
i
i
!
I
i
t
IIII]D
Il]lIII
Moment of lnertia Radius of Gyration Modulus of SectionSec6onlndexJx J tx ty Zx Zy
in. cml inl cml tn cm In cm inr cm3 in3 cmr
1 ,355.11,222.6
56,41050,890
207.O
185.2
8,6257 .710
6.936.87
17.60
17.45
2.71
2.67
6.886.78
1 66.1
151.3
2,722.42.479.8
35.9
32.2
588.4527.8
16',WF16 x11-1/2
1,042.6
936.9833.8?46.4
43,400
39,OO0
34,71031,700
87.5
77.9
68.4
60.5
3,6423.2432,847
2,518
6.746.706.66
662
17.12
17.01
16.92
16.81
1.95
1.93
1.91
1.88
4.954.904.854.78
127.8
1 15.9
104.2
94.1
2,094.61,899.6
1,707.8
1.542.3
20.4
18.2
16.1
14.3
334.4298.3263.9234.4
16" WF
16 x8-1/2
655.4583.3
515.5446.3
27,28024,28021,46018,580
34.830.526.522.1
1,491,2701,103
920
6.686.646.626.49
16.97
16,8616.81
16.48
1.54
1.62
1.50
1.45
3.91
3.863.81
3.68
80.7
72.4
64.4
s6.3
1,322.7
1,186.6
1,055.5
922.8
9.88.7
7.6
6.3
160.6
142.6
124.6
103.2
16'WF16 x7
5,610.3
5.013.7
5,454.2.1.91 1 .5
1.141.7.1,399.4
3,91 2.'l
3,526.0
3.228.9
3.080 9
2.942.4
2.798.2
2.671 .4
2.538.8
2 402.4
:2748: 149.6
:3208' :"lO 6--369"a122
275,200250,300227,OOO
204,400172,4001 83,1 00
162,800146.800134,400128,200122,5001 16.500
11 1,200
105,700100,ooo
94,70089,48084,12019,12074,380
69,610
2,359.5 I
2.169.711,986 0
|
1,806 9 I
16351I1 .631 .4 I
1,466.5 |
1.331.2 I
1,226.61
1 ,1 74.8 |
1,124811,O73.2
1,028.6
979.7
930 1
882.7
837.9790.2
745 0702.5
660.1
98,22090,32082,67075,220
68,07067,91061,05055,42051,06048,90046,82044,68042,82040,780
38,72036,74034.88032,89031.01029,24027.480
7.26
7.17
7.08
6.996.636.906.81
6.746.68
6.65
6.62
6596.566.546.51
6.49
6.45
6426.406.37
6.32
18.44
18.21
17.98
17.75
16.84
17.53
17.30
17.12
16.97
16.89
16.8',r
16.74
16.66
16.61
16 5416.48
16.38
1 6.31
16.26
16.1 8'r6.o5
4.344.31
4.27
4.244.174.204.17
4.144.12
4.11
4.104.084.O7
4.064.05
4.O4
4.O2
4.01
4003.99
3.97
11 .O2
10.95
10.84
10.77
10.59
10.67
10.59
10.52
10.46
10.M10.41
10.36
10.34
10.3'l
10.29
10.26
10.21
1 6.1810.1 6
10.1 3
10.o8
707.46s6.9608.1
559.4492.851 1.9
465.54?7.4
397.4382.2
367.8352.6
339.2324.9
310.O
295.8281.9267.3
253.4
240.2
226.7
1 1,594.3 I
10,766.6 |
9.966.8 I
9,168.6 I
8,077.0 |
8,390.0 |
I
7,629.5 ]
7,005.1
6,513.46,264.2
6,O28.2
5,779.1
5,559.5
5,325.1
5,080.9
4,848.24,620.34,381.04,153.2
3,936.93.715.6
282.7
261.6
241.1
220.8
195.7
201.0181.8
1 66.1
153.9
147 .7
141.8
135.6
130.2
124.4
1 18.4
112.7
1 07.1
101.3
9s.890.6
85.2
4,633.44,287.6
3,951.63,618.9
3.207.53,294.42,979.7
2,772.42,522.42,420.82,324.1
2,222.52,134.O
2,038.91,940.6
1,847.2
1,755.4
1,660.3
1,570.2
1,484.9
1,396.4
14"WF'14 x 16
i' 593 0 66.310'.1.767 61,470. :73 1 57,160' :66 5 52,720
'65 8 48,530' f53 5 44,270
316,6I 4O,25O
567.7
527.6491.8454.9419.7
383.7349.7
23,63021,9602A,47018,94C)
17,470r 5,97014,560
6.31
6.29
6.266.236.21
6.1 7
6.15
16.03
15.98
15.90
15.82
15.77
15.67
15.62
3.773.763.753.733.723.71
3.70
9.58
9.559.529.47
9.459.429.40
216.0202.O
189.4
176.3
163.6
150.6
138.1
3,54o.23,310.7'
3,104.32,889.62,681.4
2,468.32,263.4
77.O
71.8
67.'l
62.2
57.6
52.8
48.2
1,262.01,176.8
1,099.8
1,019.4944.1
865.4790.O
14'WF14x1+1/2
11
Wide Flange Shapes
( lnch Seriesl - Continued
Sectionlndex
WeightDeoth ofSection
(A)
Flanoewidih
(B)
WebThickness
(t, )
FlanoeThickicss
(trICornerRadius
SectirarAre
lbs/ft kg/m ln mm in mm tn Jnm tn mm tn mm in2 cn'
14"WF
14x1284
78
125.0
1 16.'l
14.18
14 06
360
357
12 023
12000
305
305
0 45'r
o 428
1 1.46
1 1.87
o.778
o 718
19 76
18 24
0.60
o.60
15.2
15.2
24.71.
22.94
'l5g 4
14E :
14'WF14x10
74
68
61
110.1
101.2
90.78
14.r 9
14.06
13.91
360
357
353
10.o72
10.040
10.000
256
255
254
o.450
o.418
o.378
1 1.43
10.62
9.60
o.783
o.718
0.643
19.89
18.24
16.33
o.60
0.60
o.60
15.2
15.2
15.2
?1.76
20.oo
17.94
14O r12S :il5-
14' WF
14 x8
53
48
43
78.A7
71.43
63.99
13.94
13.81
13.68
354
351,.
347
8.062
8.031
8.000
205
204
203
0.370
0.339
0.308
9.40
8.61
7.82
0.6s8
o.s93
o.528
16.71
15.06
13.41
o.60
o.60
o.60
15.2
15.2
15.2
15.59
14.1I
12.65
r00 [91i81 r
14' WF
14x6-3/4
38
34
30
56.55
50.60
M.&
14.12
14.OO
13.85
359
356
352
6.776
6.750
6.733
172
171
171
0.313
o287
o.270
7.95
7.29
6.86
0.513
0.453
0.383
13.03
1 1.51
9.73
0.43
0.43
o.43
10.9
10.9
10.9
11.17
10.oo
8.81
72'645
56.r
12'WF12x12
190
151
133
120
106
99
92
85
79
72
65
282.8
239.6
197.9
178.6
157.7
147.3
136.9
126.5
1 17.6
107.1
96.73
14.38
13.88
13.38
13.12
12.88
12.75
12.62
12.50
12.36
12.25
12.12
365
353
340
333
327
324
3?1
318
314
311
308
12.670
12.515
12.365
12.320
12.230
12.190
1 2.1 55
1 2.1 05
12.080
12.ON
12.OOO
322
318
314
3r3311
310
309
307
307
306
305
1.060
o.905
o.755
0.710
0.620
0.580
o.545
o.495
o.470
0.430
o.390
26.92
22.99
19.18
18.O3
15.75
14.73
13.84
12.57
1 1.94
10.92
9.91
1.736
1.486
1.236
1.106
o.986
o.921
o.856
0.796
o.736
o.671
0.606
4.O937.74
31.39
28.09
25.M23.39
21.74
20.22
18.69
17.U15.39
0.60
o.60
0.60
o.60
o.60
o.60
0.60
0.60
o.60
o.60
0.60
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
r5.2
55.86
47.38
39.11
35.31
31.19
29.O9
27.06
24.98
23.22
21.r619.11
360.4
305.7
252.3
227.8
201.2
187.7
174.6
161.2
149.8
136.5
123.3
12',WF
12x1058
53
86.31
78.87
12.19
12.06
310
306
10.o14
ro.0@
254
254
o.359
o.345
9.12
8.76
0.641
o.576
16.28
14.63
o.60
0.60
15.2
1s.2
17.06
r5.59
t 10.1
100.6
12'.WF
12 x8
50
45
&
74.41
66.97
59.53
12.19
r2.06
1 1.94
310
306
303
8.O77
8.O42
8.mo
262*203
0.37r
0.336
0.294
9.42
8.s3
7.47
0.641
0.576
o.516
r6.28
14.03
13.11
0.60
0.60
0.00
15,2
15.2
15.2
14.71
13.24
11 .17
94.9
85.4
75.9
12' .WF12x6-112
36
31
27
53.57
46.13
@.18
'12.24
12.09
1 1.96
311
307
3o/1
6.565
6.525
6.500
167
166
165
0.305
0.265
o.2N
7.75
6.73
6.10
o.540
0.465
0.400
13.72
11.81
10.16
o.37
0.37
0.37
9.rto
9.40
9.40
10.59
9.12
7.97
68.3
58.8
51.4
12
!
)ttt'
i3l,:-
[4
c:
,ta
ra
L
t1ia
Moment of lnertia Radius of Gyration Modulus of SectionSection
lndexJx Jy x tY Zx Zy
inr cm' int cml tn cm in cm in3 cm3 in3 cm3
928.4
851.2
38,6s0
35,430
225.5
206.9
9,387
8.613
6.13
6.O9
15.57
15.47
3.02
3.OO
7.67
7.62
130.9
121.1
2.145.4
1,984.8
37.5
34.5
614.6
565.4
14'WF14x12
796.8
724.1
641.5
33,170
30,1rto
26,76
133.5
121.2
107.3
5,557
5,O45
4,467
6.O5
6.02
5.98
15.37
15.29
15.19
2.48
2.46
2.45
6.30
6.25
6.22
112.3
r03.0
92.2
1,840.6
1,688.1
1,511.2
26.5
24.1
21.5
434.3
39s.0
352.4
|.14'WF14 x'tO
542.1
484.9
429.O
22,570
20,180
r7,860
57.5
51.3
45.r
2,394
2,136
1,877
5.90
5.86
5.82
14.99
14.88
14.78
1.92
1.91
1.89
4.88
4.85
4.80
77.8
70.2
62.7
1,275.1
1,150.6
1,O27.6
14.3
12.8
1 1.3
234.4
209.8
185.2
14'WF14 x8
385.3
339.2
289.6
1,892.5
1,541.8
',,221-2
i,o71.7
930.7
858.5
788.9
723.3
663.O
597.4
533.4
16,040
14,124
r2,060
24.6
21.3
17.5
1,O24
886.8
728.5
5.87
5.83
5.73
14.91
14.81
14.55
1.49
1.46
1.41
3.78
3.71
3.58
54.6
It8.5
41.8
894.9
794.9
685.1
7.3
6.3
5.2
1 19.6
1o3.2
85.2
14'WF14x6-3/4
78,780
64,180
50,840
u,61038.740
35,7N32,W30.r 10
27,ffi24,870
22,2@
589.7
48,6.2
389.9
345.r
300.9
278.2
256.4
235.5
216.4
195.3
174.6
24,550
20,2N16,230
14,360
12,520
11,580
10,670
9.803
9,008
8,130
7,268
5.82
5.70
5.59
5.5r
5.46
5.43
5.40
s.38
5.34
5.31
5.28
14.78
14.48
14.24
14.OO
13.87
13.79
13.72
13.66
13.56
13.49
13.41
3.25
3.20
3.16
3.13
3.11
3.O9
3.08
3.O7
3.Os
3.04
3.02
8.26
8.13
8.03
7.95
7.90
7.85
7.82
7.82
7.75
7.72
7.67
263.2
222.2
182.5
163.4
144'.5
13tl-.7
125.0
1 15.7
107.1
97.5
88.0
4,313.8
3,641.8
2,991.?
2,678.1
2,368.4
2,207.7
2,O48.8
1,896.3
1,755.4
1.598.0
1,42.3
93.1
77.7
63.1
s6.0
49.2
45.7
42.2
38.9
3s.8
32.4
29.1
1,525.9
1,273.5
't,ou.2
917.8
806.4
749.O
691.6
637.6
586.8
531.O
476.9
12' WF
12x',|2
476.1
4?6.2
19,820
17,7&1o7.4
96.1
4,471
4,000
5.28
5.23
13.41
13.28
2.51
2.48
6.38
6.30
78.1
70.7
1,280.0
1,158.8
21.4
19.2
350.7
314.7
12'WF12x10
394.5
350.8
3r0.1
10,420
14,600
12,910
56.4
so.o
4.1
2,W2,081
1,836
5.18
5.15
5.13
13.16
13.O8
13.O3
1.96
1.94
1.94
4.98
4.93
4.93
u.758.2
51.9
1,060.4
953,9
850.6
't4.o
12.4
11.0
229.5
203.2
r80.3
12'WF12 x8
280.8
238.4
1r,690
9,924
8,498
23.7
19.8
16.6
986.6
824.2
691.O
5.15
5.t I5.06
13.O8
12.98
12.85
1.50
1.47
1.4
3.81
3.73
3.66
45.9
39.4
34.1
752.3
645.8
558.9
7.2
6.t
5.1
118.O
100.o
83.6
12'WF12x6-1/2
13
Wide Flange Shapes
{ lnch Series)- Continued
SectionIndex
WeightDeoth ofSriction
(A)
Flanoewidih
(B)
WebThickness
(t, )
FlanoeThickiess
(tr)CornerRadius
SectionaArea
lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm inz
10' wF10x10
112too89
77
72
66
6054
49
166.7
148.8
132.4
114.6
107.1
98.22
89.29
80.36
72.92
1 1.38
11.12
10.88
10.62
10.50
10.38
10.25
10.12
10.00
289
282276270267
264260257
254
10.415
10.345
10.275
10.195
r0.170t0.r 17
10.o75
10.028
10.000
265
263
261
259
258
257
256
255
254
o.755
o.685
0.615
0.535
o.510
o.457
0.415
0.368
o.340
1 9.18
17.Nr 5.62
13.59
12.95
1 1.61
1o.il9.35
8.64
1.281.1l8o.998
o.868
o.808
o.748o.683
0.618
o.5s8
31.70
28.Q25.35
22.O5
20.52
19.OO
17.35
15.70
14.17
o.50
0.50
0.soo.50
0.50
o.50o.50'o.50
o.50
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
32.92
29.43
26.19
22.67
21.18
19.41
r 7.66
15.88
14.&
Zt-L
183 !169 :
14€ ;13a i125 :1 13;102:
Q]E
l0' wF10 xg
45
39
33
66.97
58.04
49.1r
10.12
9.94
9.75
257
252248
8.O22
7.990
7.964
2U203
202
o.3so0.318
o.292
8.89
8.08
7.42
0.6r8o.528
0.433
r5.7013.41
11.00
o.50
o.50
0.50
12.7
12.7
12.7
13.24
r 1.48
9.7r
8Ss :rB7l :':gOrt '-l
r0'wFtoxS-3/4
29
25
21
43.16
37.20
31.25
10.22
10.08
9.90
260
256
251
5.799
5.7625.750
147
146
r46
o.289
o.252o.2&
7.U6.40
6.10
o.s00o.430
o.3@
12.70
1o.92
8.64
o.32
0.32
o.32
8.12
8.12
8.12
8.53
7.35
6.19
Et rJ-i
4lu 3a
3SI :6
8' wF8x8
67
58
48
&35
31
99.71
86.31
71.43
59.53
52.09
46.13
9.00
8.75
8.50
8.25
8.12
8.OO
229
222
216
210
206
203
8.287
8.222
8.117
8.O77
8.O27
8.000
210
209
206
205
2U203
0.575
0.510
0.405
0.365
0.315
0.288
14.61
12.95
r0.29
9.27
8.00
7.32
0.933
o.808
o.683
o.558
0.493
o.433
23.70
20.52
17.35
14.17
12.52
11.00
0.40
o.40
o.€o.40
o.40
o.@
10.2
10.2
10.2
10.2
10.2
10.2
t9.70
17.06
14.11
1 1.76
r0.30
9.12
121
l lcOlr
7G!
6CE
5€.r
8' WF
8xe-1/228
24
41.67
35.72
8.06
7.93
205
201
6.540
8.500
166
165
0.285
o.2457.24
6.22
0.463
0.398
r 1.76
10.11
o.40
0.40
10.2
10.2
8.23
7.06
E?
45!
8' WF
8x5-1/420
17
29.74
25.30
8.14
8.@
207
203
5.268
5.250
r34133
o.2N0.230
6.30
5.84
0.378
0.308
9.60
7.82
0.32
o.32
8.r 2
8.12
5.88
5.OO
3;I E51.-r tr
8' WF
6x6
25
20
15.5
37.20
29.7A
23.O7
6.37
8.20
6.OO
182
157
152
6.080
6.018
6.000
154
153
152
0.320
0.258
o.2&
8.13
6.55
6.10
'0.456
0.367
0.269
I r.58
9.32
6.83
0.25
0.25
0.25
6.35
6.35
6.35
7.35
5.88
4.59
4lr 13
Jit ('
23! r5'WF5x5
18.5
18
27.63
23.81
5.12
5.OO
130
127
5.025
5.0oo
128
127
0.265
o.2&6.73
6.10
o.420
0.360
10.67
9.14
0.30
0.30
7.A2
7.A2
5.45
4.703s: 5trj :-
4' WF4x4 13 19.35 4.16 106 4.0@ 122 0.280 7 .11 0.345 8.30 0.313 7.95 3.82 :DC "
14
;f "r,]: il.:I"'7'ts'h
In-lrI crrt
I 212.II t8(}.9teor.6 3
r35 G
r252tt391CZs
92.9
86.71162r
55017a3tlt
127'rl0.9rc7GE
66558r
53'455
32:
47.r/sztc
36:r3
,.C.
I
Y
Mornent of lnertia Radius of Gyration Modulus of SectionSectionlndex
Jx Jy x v Zx l^Jx\ Zy t^s -r\in. cml in. cml tn cm tn cm in3 cm3 in3 cm3
718.7
625.0
542.4
457.2
420.7
382.5
3/.3.7
305.7
272.9
29,92026,O20
2258019,030
17,510
15,920
14,310
12.720
11.360
235.4
206.6
180.6
153.4
141.8
129.2
1 16.5
103.9
93.O
9,799
8,600
7,518
6.386
5,903
5,378
4,850
4,325
3,871
4.67
4.61
4.55
4.49
4.46
4.44.41
4.39
4.35
1 1.89
11.71
1 1.56
1 1.40
1 1.33
11.28
11.20
1 1.15
1 1.O5
2.67
2.65
2.63
2.60
2.s9
2.58
2.57
2.56
2.54
6.78
6.73
6.68
6.606.58
6.55
6.53
6.506.45
126.3
112.4
99.7
86.1
80.1
73.7
67.1
60.4
54.6
2,O70.O
1,842.2
1.634.1
1,411.2
1,312.8
1,207.9
1,099.8
990.O
894.9
45.2
39.9
35.2
30.1
27.9
25.5
23.1
20.7
18.6
654.O
576.9
493.3
457.3
417.9
378.6
339.3
304.8
10'WF10x10
248.6
209.7
170.9
10,350
8,7297 ,114
53.2
4.936.5
2,2151,869
1.519
4.33
4.27
4.20
11.00
10.84
10.67
2.OO
1.98
1.94
5.08
5.03
4.93
49.1
42.2
3s.o
804.7
691.6
573.6
13.3
1't.2
9.2
218.0
183.6
150.8
10'WFlo x8
157.3
133.2
106.3
6,s48
5.545
4,425
15.2
12.7
9.7
632.8
528.7
403.8
4.29
4.26
4.14
10.90
10.82
10.52
1.34
1.31
1.25
3.40
3.33
3.18
30.8
26.4
z'.t.5
504.8
432.7
352,4
5.2
4.4
3.4
8s.2
72.1
55.7
10' WF
10 x5-3/4
271.8
227.3
183.7
146.3
126.5
109.7
11,310
9,462
7,il76,O90
5,266
4,567
88.6
74.9
60.9
49.O
42.5
37.0
3,688
3,1 18
2,535
2,W1,769
1,540
3.7'.!
3.65
3.61
3.53
3.50
3.47
9.42
9.27
9.17
8.97
8.89
8.81
2.12
2.10
2.O8
2_U
2.O3
2.O1
5.38
5.33
s.28
5.18
5.16
5.10
60.4
52.O
43.2
35.5
3.1.1
27.4
990.O
852.3
708.O
581.8
509.7
449.1
21.4
18.2
15.O
12.1
10.6
9.2
350.7
298.3
245.8
198.3
173.7
150.8 .
8'WF8x8
97.8
82.5
4,O71
3,4U21.6
18.2
899.2
757.6
3.45
3.42
8.76
8.69
't.62
1.61
4.11
4.09
24.3
20.8
398.3
340.9
6.6
5.6
108.2
91.8
8.WF8x6-'.t/2
69.2
56.4
2,881
2,W8.50
6.72
353.8
279.7
3.43
3.36
8.71
8.s3
1.20
1.16
3.O5
2.95
17.0
14.1
278.6
231.'.|
3.2
2.6
52.4
42.6
8'WF8 x5-1/4
53.5
41.7
30.3
2,227
1,736
1,261
'17.1
13.3
9.69
71 1.8
553.6
4o,3.4
2.69
2.66
2.s6
6.83
6.76
6.50
1.52
1.50
1.45
3.86
3.81
3.68
r6.8
13.4
10.1
275.4
219.6
165.5
5.6
4.4
3.2
91.8
72.1
52.4
6,WF6x6
25.4
21.3
1,O57
886.7
8.89
7.51
370.O
312.6
2.16
2.13
5.49
5.41
1.28
1.26
3.25
3.20
9.94
8.53
162.9
139.8
3.54
3.00
58.0
49.2
5'WF5x5
r 1.3 470.3 3.76 t 56.5 1.72 4.37 o.99 2.51 5.45 89.3 1.9 31.1 4' WF4x4
15
Light Beams and Joists
(lnch Seriel
Sectionlndex
WeightDeoth ofSection
(A)
Flanoewidih
(B)
WebThickness
(t, )
FlanoeThickfress
( t,)CornerRadius
SectionaArea
lbs/ft kg/m tn mm tn mm tn mm tn mm tn mm in2
L 16 x5-1/231
26
46.13
38.69
15.84
1s.65
402
398
5.525
5.s00
1N140
o.275o.250
6.99
6.35
o.42o.345
1 1.23
8.76
o.43
0.43
10.9
10.9
9.12
7.655€:49,t
L 14X526
22
38.69
32.74
13.89
13.72
353
3485.O25
5.000
128
127
0.255
0.230
6.48
5.84
o.418
0.335
10.62
8.51
0.43
o.43
10.9
10.9
7.65
6.47
4914'-
L 14x4 17.2 25.60 14.00 356 4 000 102 0 210 533 o 272 691 043 109 505 .).:
L 12x422
19
16.5
32.74
28.28
24.55
12.31
12.16
12.00
313
309
30s
4.030
4.O10
4.OOO
102
102
102
o.260
o.2No.230
6.60
6.10
5.84
o.424o.349
o.269
10.77
8.86
6.83
o.30
o.30
o.30
7.62
7.62
7.62
6.47
5.62
4.86
41 -
JOr
31 r
J 12x4 14 20.83 11.91 303 3.970 101 o.200 5.08 o.224 5.69 0.30 7.62 4.14 26'
i L r0x4I
rl
19
17
15
28.28
25.30
22.32
'to.25
10.12
10.00
260
257
254
4.O20
4.O10
4.OOO
142't02
102
0.250
o.2400.230
6.35
6.10
5.84
o.394
o.329
o.269
10.01
8.36
6.83
o.30
o.30
o.30
7.62
7.62
7.62
5.61
4.98
4.Q
36:32'28t
J 10X4 1 1.5 17 .11 9.87 251 3.950 100 o.180 4.57 o.204 5.18 o.30 7.62 3.39 21 S
I L 8X415
13
22.32
19.35
8.12
8.00
206
2034.015
4.000
1o2
102
o.245o.230
6.22
s.84
o.314
o.254
7.98
6.45
0.30
o.30
7.62
7.62
4.43
3.83
28i24-
J 8x4 10 14.88 7.90 201 3.940 100 o.170 4.32 o.2u 5.18 o.30 7.62 2.95 19:
L 6X416
12
23.81
r 7.86
6.25
6.OO
159
152
4.030
4.OOO
102
10.2
o.260
o.230
6.60
5.84
o.404o.279
10.26
7.O9
o.25
o.25
6.35
6.35
4.72
3.53
30:22.E
J 6X4 8.5 12.65 s.83 148 3.940 100 o.170 4.32 0.194 4.93 0.25 6.35 2.50 16.'
J;
:-2 5
:]8 l
:r2 6
")''t 4
'=57"30 1
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=.3 2
?a2
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25 3il2 4:18 412 25 & 22 423.3 142,W 46,700 18.3 10.5 6,470 2,270
20 283 428 Q7 20 35 22 360.7 119,000 39,400 18.2 10.4 5,570 1.930
5"9r
Structural Tees
(lnch Serbsl
Sectionlndex
weisht i D??th
TceArea
ofSer:tin
EI
StemThicknesslbs/ft kg/m m mm in2
,sIn Thickness
STlSa18 x 16-1/2
150
140
130
122.5
115
223.2
208.3
193.5
182.3
171 1
18.36
18.25
18.12
r8.0317.94
466
444
460
458
456
44.O9
41.16
38 28
3601
33 86
284.5
265.5
247 0
232 3218 s
16.655
1659516.555
16.512
16 475
grn
423422421
419
418
tn mm tn mm
1.680
1.570
1.401.350
1.260
42.6.7
39.88
36 s8
34.29
32.OO
o.945
0.885
o.845
o.802
o.765
24.@
22.48
21.46
20.37
19.43
ST18b18x12
97
91
85
80
75
67.5
144.4
135.4
126.5
1 19.1
111.6
roo.5
18.24
18.16
18.O8
18.OO
17.92
17.78
403
46,l
459
457
455
452
28.s6
267724.99
23.54
220819.8s
184 3
172.7
161.2
r5t.9142.5
128.1
227.5
208.8
189.7
12.117
12.O72
12.027
12.000
11 .972
1 1.945
308
307
30s
305
304
303
1.260
1.180
1.100
r.020
o.940
o.794
32.OO
29.97
27.94
25.9r
23.88
20.17
o.770o.725o.680
o.653
o.625
o.598
19.56
18.42
17.27
16.59
r 5.88
15.19
ST16a
16-1/2 x 15-3/
120
110
100
178.6
163.7
r48.8
r 6.75
16.63
16.50
425
422
419
35.26
32.36
?9.40
15.865
15.810
31 1.565
1 1.535
1 1.510
11.484
403
402
400
1.400
1.275
r.150
35.56
32.39
29.21
o.830
o.77s0.715
21.O8
19.69
18.16
ST16b
16-1/2x11_1/2
76
70.5
65
59
1 13.1
r04.9
96.73
87.80
1 6.75
16.66
16.55
16.43
425
423
420
4t7
22.35
20.76
19.13
17.36
144.2
133.9
123.4
112.A
294293
292292
1.o55
o.960
o.855
o.738
26.80
24.38
21.72
18.74
o.635
0.60s
0.580
o.554
16.13
15.37
14.73
14.O7
STl5a15x15
105
95
86
156.3
141.4
r 28.O
r 5.19
r5.0614.94
386
383
379
30.89
27.95
25.32
r 99.3
180.3
t 63.4
1s.r051504014.985
384 I t.er s382 I r.,ru38t I , ous
33.40f o.77sl ro.os30.tof o.zrol ,e.og27.os f o.oss I ,0.*
srl5b15xlo-t/2
66
62
58
64
49.5
98.22
92.27
86.31
80.36
73.66
t5.t5r5.08r5.oo14.91
14.82
t9.4t18.22
l7.O?
r5.88t4.56
385
383
38r379
376
125.2
r t7.5l to.tt02.5
83.9
ro.551
10.521
10.5m10.484
10.458
268
267
2e7
266
266
o.850
o.760
o.670
25.Q23.82
21.59
r9.3017.o2
30.23
27.31
24.77
o.0r5o.s85o.564o.s4go.522
15.62
14.80
r4.33r3.92r3.26
STl3a13-'.t/2x14
88.5
8072.5
13t.7119.1
107.9
t3.655t3.54
13.44 E26.05
23.62
21.34
t68.1
l5r.7137.7
14.090
14.023
13.96s
3s8356
35s
1.190
1.O75
o.975
o.725o.6s8o.6@
18.42
16.71
15.24
sTl3b1}^1/2x10
57
5r47
42
84.83
75.90 I
6e.s4 I
625o I
13.64
r3.535r3.45513.35
348
344u2339
1e.77
t5.olr3.8:tt23A
t08.2
96.8
89.2
79.7
10.070
ro.ot89.990
9.983
256
2*2il253
0.932
o.827o.747
0.836
23.67
21.O1
18.97
18.15
0.570
o.5t8o.490
O.tl63
t4.tl813.16
t2..[511.76
i
,t--
24
II{l
rl,i'l,l
I
J
Sectionlndex
WeightDep-th
otTee
Areaof
Sectioc
Range StemThicknesswidth Thickneec
lbs/ft kg/m in mm in2 cmz rn mm tn mm in mm
ST12a12x14
8072.5
65
1 19.1
107.9
95.73
12.36
12.245
12.13
314311
308
23.5221.31
19.1 1
151.8
137.5
123.3
14.O9',|
14.043
14.000
358357356
1.r351.020
0.900
28.83
25.91
22.86
0.6560.608
0.565
16.66
15.M'14.35
STl2b12x12
6055
50
89.2981.8574.41
1 2.1 5512.O8
12.@
309307305
17.64
16.18
14.71
113.8
94.9
12.08812.U212.0@
307306
305
0.930o.85so.775
23,6221.7219.89
0.5560.5100.1168
14.12
12.95
1 1.89
STl2ct2 x9
4742
38g
69.9462.50s6.5s50.60
12.1451zus11.95511.86
308306
304301
13.81
12.35
1 1.18
r0.oo
89.r79.7
,2.164.5
9.061
9.0158.9858.961
2n229228228
o.8724.7720.6820.582
22.1519.61't7.32
14.78
o.516
0.470o.440o.416
13.11
11.94
1 1.18
10.57
ST 10a
1O-1/2x 13
71
63.5
56
105.7
94.50
83.34
10.73
10.e2
10.50
273270
267
20.8918.67
16.48
134.8
120.5
106.3
1 3.1 32
13.061
13 000
334332330
1.O95
0.985o.865
27.81
25.O2
21.97
0.6590.5880.527
16.74
14.94
13.39
STIOb1O-1/2x9
4841
71.43
61.O1
10.5710.4:l
26826s
14.11
12.O5
91.O
77.7
9.O38
8.962zfi228
o.9350.795
23.75
20.190.5750.499
14.61
12.67
STIOcl0-1/2xB-l/4
36.53431
27.6
54.32
50.6046.1340.92
10.02
r0.6,10.4151o.tto
210268247
?u
10.73
10.o1
9.128.09
69.2
64.658.9
522
8.2958.2708.2Q8.215
211210209209
o.7&o.88s0.615o.522
18.80
17.&15.62
13.26
o.455
0.430
0.4000.375
1 1.56
10.92
10,16
9.52
ST9a
9x1jt-3/4
57
52.548
84.8378.1 3
71.43
9.24
9.16
9.08
23523323r
16.7'15.43
14.11
108.2
98.69t.o
I 1.833
11.792r 1.750
301
300298
o.991
0.911
o.831
25.17
23.1421 .11
0.5950.5540.512
15.1 1
14.O7
13 00
sT9bI x8-3/4
42.5
38.53532
63.25
57.2952.0847.42
9.16
233231229227
12.4S)
11.32
r0.289.tl()
80.673.O
e8.360.6
8.8388.7878.750
8.7t5
224223222221
0.911
o.831
0.751
o.886
23.1421.11
19.08
17.42
0.526o.475o.€80.403
13.36
12.O7
1 1.13
10.24
STOc
9x7-1/2
3027.62622.5
u.u&.9237.20
33./A
9.1259.00
9.008.93
2322n229227
8.82
8.097.35
0.62
56.9
52.247.4
42.7
7.558
7.5327.5m7.477
192t9tl9t190
o.095
0.630o.570
0.499
17.65
r6.m14./18
12.67
0.416
0.390
0.358
0.335
r0.579.91
9.09
8.51
STSa
I x11-1/2484
71.43
65.488.168.08
233231
14.1I12.95
9r.o83.5
11.5331r.502
293
292o.8750.795
22.2320.19
0.53s0.504
13.59
r2.80
25
Structural Tees
( lnch Serbsl-Continued
Sectionlndex
WeightDegth
Tee
Areaof
Section
Flange
ffi StemThickness
lbs/ft kg/m tn mm in2 cm2 rn mm tn mm tn mm
STSb
8x8-1/2
39
3s.5
32
29
58.04
52.83
47.62
43.1 6
8.16
8.O8
8.OO
7.93
233
231
203
201
1 1.46
10.43
9.40
8.52
73.9
67.3
60.6
55.0
8.586
8.543
8.500
8.464
218
217
216
215
o.875
0.795
o.715
o.645
22.23
20.19
18.16
16.38
o.5.29
0.486
o.443
o.N7
13.412.34
11.25
10.34
STSc
8x7
25
22.5
20
18
37.20
33.48
29.76
26.79
8.125
8.06
8.00
7.93
206
205
203
201
7.35
6.62
s.88
5.30
47.4
42.7
37.9
v.2
7.O73
7.O39
7.O00
6.992
180
179
178
178
o.628
o.563
0.503
o.428
15.95
14.30
12.78
10.87
0.380
0.346
o.307
o.299
9.65
8.79
7.80
7.59
sTSd
8 x$.1/2815.5
13
x.o119.35
7.92
7.83
201
199
4.56
3.83
29.4
24.7
s.525
5.500
1@
140
o.M2o.345
11.23
8.76
o.275
0.250
6.99
6.35
STTa
7x16
105.5
101
96.5
92
88
83.5
79
75
71
157.0
150.3
143.6
136.9
131.O
124.3
117.6
111.6
105.7
7.875
7.815
7.75
7.69
7.625
7.56
7.50
7.44
7.375
200
199
197
195
194
192
191
189
187
31.O4
29.70
28.36
27.O4
25.87
24.55
23.24
22.O4
20.92
200.3
19t.6
183.0
174.5
166.9
158.4
149.9
142.2
135.O
15.800
15.750
15.7'tO
1s.660
15.640
15.600
15.550
1 5.51 5
15.s00
401
400
399
398
397
396
395
394
394
1.563
1.503
1.438
1.378
1 .313
1.248
1 .188
1 .128
1.063
39.70
38.18
36.53
3s.00
33.35
31.70
30.18
28.65
27.OO
o.980
0.930
o.890
0.840
o.820
0.780
o.730
o.69s
0.680
24.89
23.62
22.61
21.y+
20.83
19.81
18.54
17.65
17.27
STTb
7 x1+1/2
68
63.5
59.5
55.5
51.5
47.5
43.5
101.2
94.50
88.55
82.59
76.64
70.69
64.74
7.375
7.31
7.25
7.r 85
7.125
7.06
7.00
187
186
184
182
181
179
178
19.99
18.67
17.49
16.33
15.r3
13.97
12.78
129.O
125.O
112.8
105.4
97.6
90.1
82.s
14.7N14.690
14.650
14.620
14.575
14.545
14.500
374
373
372
371
370
369
368
1.063
0.998
o.938
o.873
0.813
o.780.688
27.@
25.35
23.83
22.17
20.65
19.@
17.8
o.660
0.610
0.570
O.5rlo
o.495
0.465
o.420
16.76
15.49
14.813.72
12.57
11.81
r0.67
STTc
7 x1242
39
62.50
58.O4
7.09
7.03
180
179
12.36
1'.t .47
79.7
74.O
12.O23
12.OOO
305
305
o.778
0.718
19.76
18.24
o.451
o.4281 1.46
10.87
sTTd
7x10
37
34
30.5
55.06
50.60
45.39
7.095
7.03
6.955
180
179
177
10.88
10.@
8.97
70.2
64.5
57.9
10.o72
10.040
10.ooo
256
255
2*
0.783
o.718
0.643
19.89
18.24
16.33
0.450
o.418
o.378
t 1.tl(l
10.02
9.80
26
Sectionlndex
WeightDegth
Tee
Areaof
Section
Flange StemThicknesswi dth Thickness
lbs/ft kglm tn mm in2 cm2 tn mm tn mm 1n mm
STTe7x8
26.5
24
21.5
39.4435.72
32.00
6.976.905
6.84
177
175
174
7.797.066.32
50.345.540.8
8.0628.031
8.OOO
2052U203
0.6580.5930.528
16.71
15.06
13.41
o.370
0.339o.308
9.40
8.61
7.82
sTTf7 x6-3/4
19
17
15
28.2825.30
22.32
7.06
7.W6.93
179
178176
5.595.004.41
36.1
32.3
28.5
6.7766.7506.733
172
171
171
0.513
o.453o.383
13.O3
1 1.51
9.73
o.313
o.287o.270
7.957.29
6.86
STTg7 XsB
13
11
19.35
16.37
6.956.86
177
1743.833.24
24.7
20.95.O25
5.OOO
128127
0.418o.335
10.62
8.51
0.255o.230
6.485.84
STTh7 x4B 8.6 12.80 7.OO 178 2.53 16.3 4.000 102 o.272 6.91 0.210 s.33
STGa
6x12
9580.566.560
5349.5
4642.5
39.5
3632.5
141.4
1 19.8
98.9689.2978.8773.66
68.4663.25
58.7853.578.37
7.19
6.946.69
6.566.446.3756.3r6.256.196.125
6.06
183
176
170167
164162
160159
157
156
154
27.9323.6919.56
17.65
15.59
14.*13.53
12.49
1 r.61
10.58
9.55
180.2
152.8
'126.2
1 13.9
100.6
93.887.3
80.674.968.3
61.6
12.67012.515
12.365
1232012.230r2.19012.155
12.105
12.080
12.W12.OO0
322318314313
311
3r0309307307306
305
1.736
1.486
1.236
1.106
o.986
o.921
o.856
o.796
0.7360.671
o.606
4.O937.7431.3928.O9
25.U23.3921.7420.2218.69
17.U15.39
1.060o.9050.755o.710o.620o.580
o.545
0.4950.470o.430o.390
26.9222.9919.18
18.O3
15.75
14.73
13.84
12.57
11.91
10.92
9.9r
ST6b6x10
29
26.5
43.16
39.44
6.O95
6.O3
155
153
8.537.80
55.O
50.310.o1410.000
254zil
0.641
0.576
16.28
14.63
o.359
0.3459.128.76
STGc
6x8
2522.520
37.2033.4829.78
6.O95
8.O3
5.97
155
153
152
7.366.62s.89
47.5
42.7
38.0
8.O77
LO428.000
2052U203
o.il1o.576o.5r6
16.28
14.6313.11
o.371
o.336o.294
9.428.537.47
ST6d6x6-1/2
18
15.5
13.5
28.7923.47
20.09
6.12
6.O45
5.98
155
1il152
5.294.56
3.99
34.1
29.4
25.7
8.5656.525
6.5@
167
r66165
o.m0.465
0.400
13.72
1 1.81
10.16
o.3050.265o.2N
7.75
6.73
6.10
ST6e6 X4B
11
9.58.25
16.37
14.1412.28
6.r66.086.00
156
154152
3.242.81
2.43
20.918.1
15.7
4.O30
4.O10
4.000
102102
102
o.424o.349
0.269
10.77
8.86
6.83
0.260o.2No.230
8.606.10
5.84
ST6f6 x4J 7.@ 10.42 5.96 151 2.O7 13.4 3.970 101 o.n4 s.69 o.200 5.84
Strustural Tees
(lnch Ser&rs)-Continued
Sectionlndex I w",nn,
Deothdf
Tee
Areaof
SectionFlange
StemThickness
in mm
Width Th ;kness
lr.I lbs/ft I ko/m Irn mm
14514113813s133132130129127
in2 cmz in mm tn
STSa5x10
56504.538.53633302724.5
83.3474.4166.2257.2953.5749.1144.6440.1836.46
5.695.s65.45.315.255.195.1255.065.@
16.4614.7213.091 1.3310.599.708.837.947.20
106.295.O
84.573.1
68.362.657.051.246.5
10.41510.34510.27510.1eq10.17010.1 1710.07510.02810.ooo
2652632612592582572s6255245
1.281.1 18
0.9980.8680.808o.748o.6830.6180.558
31.7028.N25.3522.O5
20.5219.OO
17.3515.7014.17
o.7550.6850.615o.535o.510o.457o.415o.368o.340
19.1817.N15.6213.5912.951r.6110.549.358.64
STSb5x8
22.519.516.5
33.4829.O2
24.55
5.O6
4.974.875
129126124
6.625.744.85
42.737.031.3
8.O227.9907.964
2M203202
0.618o.528o.433
15.7013.41
11.OO
o.3s0o.318o.292
8.898.087.42
ST5c5 x5-3/4
14.5'12.5
10.5
21.5818.6015.63
5.11
5.O44.95
130128126
4.273.673.10
27.523.720.o
5.7995.7625.7sO
147146't46
0.500o.4300.3zto
12.7010.928.64
o.289o.252o_2N
7.U6.406.10
STSd5 X4B
9.508.507.50
14.1412.651 1.16
5.135.065.OO
130129127
2.802.492.20
18.1
16.114.2
4.O204.0104.000
102102102
o.3940.329o.269
10.o1
8.366.83
o.250o.2&0.230
6.356.105.84
ST5e5 X4J 5.75 8.557 4.94 125 1.69 I 10.9 3.950 100 o.204 5.18 o.180 4.57
ST4a4x8
33.529242017.515.5
49.8s43.1635.7229.7626.O423.O7
4.504.3754.254.1254.064.OO
114111
108105103102
9.858.537.065.885.154.56
63.555.O45.537.933.229.4
8.2878.2228.1178.O778.O278.OOO
2102092062052U203
0.933o.808o.683o.558o.493o.433
23.7020.s217.3514.1712.521 1.OO
o.575o.510o.4050.365o.3150.288
14.61
12.9510.299.278.OO
7.32
ST4b4x6-1/2
14't2
20.8317.86
4.033.965
102101
4.113.53
26.522.8
6.5406.500
166165
o.463o.398
1 1.7610.11
o.285o.245
7.246.22
ST4c4x5-1/4
108.5
14.8812.65
4.O7
4.OO
103102
2.942.50
19.016.1
s.2685.250
134133
o.378o.308
9.607.82
o.2480.230
ri.305.84
ST4d4x4B
7.506.50
1 1.169.673
4.064.00
103102
2.221.91
14.312.3
4.0154.O00
102102
0.314o.254
7.986.45
o.2450.230
6.225.84
ST4e4x4J 5.00 7.441 3.95 100 1.48 9.5 3.940 1@ o.2u 5.18 o.170 4.32
ST3a3 x4B
8.O0
6.OO
1 1.91
8.9293.133.OO
8076
2.361.77
15.211.4
4.O304.COO
102102
0.404o.279
10.267.O9
o.2600.230
6.605.84
ST3b3 X4J 4.25 6.325 2.92 74 1.25 8.1 3.940 100 0.194 4.93 0.170 4.32
28
Structural Tees
(Metric Serles|
Sectionlndex
WeightDeoth
dfSection
(A)
Flangewidth
(B)
Thickness CornerRadius
SectionalArea
Moment oflnertia
Radius ofGyration
Modulus ofSection
Centre ofGravityWeb
( tr) ''?[P' (r) Jx Jy tx iy Zx Zv Cxmm kg/m mm mm mm mm mm cm2 cm{ cml cm cm cm3 cm3 cm
900 x300143
122
106
45645045
302
300
299
18
16
15
34
28
23
28
28
28
182.0
154.9
135.4
34,200
29,2@
26.OO0
7,820
6,310
5,140
13.7
13.7
13.9
6.56
6.39
6.16
997
866
790
5r8421
3M
11.3
1 1.3
1 1.6
800 x30012',1
105
9s.6
4c,4
400396
302
300
300
16
14
14
30
26
22
22
28
28
153.8
133.7
121.7
21,900
18,800
17,7@
6,900
5,860
4,960
1 1.9
1 1.9
12.1
6.70
6.62
6.38
705
610
593
457
391
331
9.41
9.18
9.66
700 x300107
92.4
83.0
354
350
346
302
300
300
15
13
13
28
24
20
28
28
28
136.8
't 17 .7
105.7
14,2@
12,000
11,300
6,W5,410
4,510
'to.2
10.1
10.3
6.86
6.78
6.53
513
438
425
426
361
301
7.78
7.55
7.99
600 x30087.3
75.6
68.5
297
294
291
302
300
300
14
12
12
23
20
17
28
28
28
111 .2
96.24
87.24
7,920
6,710
6,360
5,290
4,510
3,830
8.48.3s
8.54
6.90
6.8s
6.63
339
288
280
350
301
256
6.33
6.O8
6.39
600 x300
67.O
59.8
52.8
47.3
306
303
300
298
202
201
zffi199
13
12
11
10
23
20
17
15
22
22
22
22
85.33
76.24
67.21
60.23
73&6,570
5,810
5,190
1,590
1,360
1,'t40
989
9.27
9.28
9.30
9.29
4.31
4.22
4.12
4.05
322
292
262
236
157
135
114
99.4
7.79
7.79
7.U7.79
500 x30064.2
57.1
24241
300
300
11
11
18
15
26
26
81.76
72.76
3,620
3.420
4,060
3,380
6.66
6.85
7.O7
6.82
184
178
270
225
4.66
4.92
500x20051.5
4.839.7
253
250
248
201
2@
199
11
10
g
19
16
't4
20
20
20
65.65
57.12
50.64
3,670
3,210
2,8N
1,290
1,O70
922
7.48
7.50
7.49
4.43
4.33
4.27
190
169
150
128
107
92.6
5.9s
5.96
5.90
450 x30061.8
s3.o
220
217
300
299
11
10
18
15
24
24
78.69
67.52
2,680
2,3sO
4,060
3,350
5.84
5.89
7.68
7.U149
133
270
2244.05
4.@
450 x20038.0
33.1
225
223
2@
199
I8
14
12
18
18
48.38
42.15
2,160
1,880
936
790
6.68
6.67
4.@
4.33
124
r09
93.6
79.4
5.15
5.10
4OC'[email protected])
92207
142
116
249
229
214
207
432
417
&7N5
45
30
20
18
70
50
35
28
22
22
22
22
385.0
264.3
180.3
147.7
13,200
7,47A
4,380
3,620
47,100
30,200
19,700
15,500
5.87
5.32
4.93
4.95
1 1.1
10.7
10.4
10.2
706
414
250
213
2,180
1,450
967
766
6.13
4.85
3.90
3.68
29
Structtrral Tees
( Metric Series)- Continued
Sectionlndex
Weightot?*
Section(A)
Flangewidth
(B)
Thickness CornerRadius
(r)
SectionalArea
Moment oflnertia
Radius ofGyration
Modulus ofSection
Centre olGravityWeb
(t,)t'ilP'
Jx Jy tx iy Zx Zy Crmm kglm mm mm mm mm mm cm2 cml cmr cm cm cm3 cm3 cm
400 x400
r0098.4
8s.8
u.173.3
70.o
203
2@
2@
197
197
194
403
408
400
405
398
Q2
16
21
13
18
11
t5
24
21
21
18
l815
22
22
22
22
22
22
127.4
125.3
109.3
107.2
93.41
89.23
3,qso
3,6sO
2,4@
3,O50
2,O50
2.&t
r3,100
11,900
11,200
9,980
9,460
8,130
4.92
5.40
4.76
5.34
4.68
5.27
10.0
9.75
10.r
9.65
10.r
9.54
184
229
147
193
123
158
650
584
560
493
475
404
3.51
4.O7
3.21
3.89
3.Ol
3.70
400 x30053.4
47.1
195
193
3@
299
10
I16
14
22
22
67.98
60.05
1,730
1,530
3,6@
3,120
s.05
5.O4
7.28
7.21
108
95.5
2N209
3.41
3.33
4@ x20033.O
28.3
200
198
200
199
8
7
13
11
16
16
42.06
36.08
1,400
1,190
868
723
5.76
s.76
4.54
4.888.6
76.4
86.8
72.7
4.23
4.17
350 x350
79.3
77.9
68.2
6s.4
57.3
53.1
178
175
175
172
172
169
352
357
3so
3il348
351
14
19
12
16
10
13
22
19
19
16
16
13
20
20
20
20
20
20
101.O
99.19
86.9r83.32
73.OO
67.63
1,820
2,2@
1,520
1,800
1,230
1,420
8,000
7,220
6,790
5,920
5,620
4,690
4.25
4.71
4.18.
4.65
4.11
4.59
8.90
8.s3
8.84
8.43
8.78
8.33
124
158
1@
131
u.7104
455
M388
33s
323
267
3.05
3.59
2.86
3.40
2.67
3.21
35O x25O39.8
34.6
170
168
250
249
I8
14
12
20
20
50.76
M.O8
1,O20
881
1,830
1.540
4.N4/;7
6.@
5.92
73.r
64.O
146
1243.09
3.O2
350x17524.8
20.7
175
173
175
174
7
6
11
9
14
14
31.57
26.U815
679
492
396
s.08
5.08
3.95
3.88
59.3
50.o
56.2
45.5
3.75
3.71
300 x300
52.9
52.9
47.O
/ldl.5
42.3
152
150
150
149
147
301
305
300
299
{2
11
15
10
9
12
17
15
15
14
12
18
18
18
1.8
18
67.41
67.39
s9.89
55.40
53.83
903
4,110
798
715
858
3.870
3,550
3,380
3,120
2,7@
3.66
4.05
3.65
3.s9
3.99
7.57
7.26
7.51
7.51
7.16
71.+
92.5
63.7
57.0
72.3
257
233
225
209
183
2.5s
3.O3
2.47
2.36
2.U
300 x20032.7
28.4
149
147
201
269
8
14
12
18
t841.68
36.19
662
572
949
802
3.99
3.97
4.77
4.71
55.2
8.294.4
80.2
2.9r
2.83
3@ x 15018.4
r6.0
150
149
150
14!t
6.5
5.5
9
8
13
13
23 39
20.N4il393
2*221
4.45
4.39
3.29
3.29
40.0
33.8
33.8
29.7
3.41
3.26
30
II
Sectionlndex
WcightD"pftt
Section(A)
FlangeWidth
(B)
Thickness Corn e r
Radius(r)
SectionaArea
Mornent oflnertia
Radius ofGyration
Modulus ofSection
Centre ofGravityWeb
(t,)t'ilP"
Jx Jv lx tY Zx ZY Crmm kg/m mm mm mm mm mm cm2 cm. cmr cm cm cm! cml cm
250x250
41.1
38.2
33.2
32.2
125
125
t24122
255
250
249252
14
9
I11
14
14
13
t1
16
16
16
16
52.Utt6.O9
42.35
41.O3
s89412
364
45
1,940
1,820
1,670
1.470
3.36
2.99
2.93
3.29
6.09
6.29
6.39
s.98
59.4
39.s
34.9
45.3
152
146
134
117
2.58
2.O8
1.98
2.39
250 x 175 22.1 122 175 7 11 16 28.12 289 492 3.20 4.18 29.1 56.3 2.27
250 x 12514.8
12.8
t25124
125
1246
5
I8
12
12
18.83
16.34
282@
147
127
3.63
3.57
2.79
2.79
25.6
21.3
23.5
20.5
2.78
2.63
200x20032.8
28.1
24.9
104
100
100
2o.2
2U2@
10
12
8
16
12
12
13
13
13
41.85
35.77
31.77
251
2s6184
1,1m85t801
2.45
2.67
2.41
5.13
4.88
5.02
29.5
32.4
22.3
109
83.4
80.1
1.91
2.O9
1.73
2m x 150 15.3 97 150 6 I 13 19.51 125 2* 2.53 3.81 r5.8 33.8 1.79
200 x [email protected]
9.10
r0099
100
99
5.5
4.5
I7
11
11
r3.5811.59
11493.8
67.0
56.8
2.90
2.U2.22
2.21
14.8
12.1
13.4
1 1.5
2.29
2.14
175x175 20.1 87.5 175 7.5 11 12 25.61 r15 N2 2.12 4.38 15.9 56.2 1.55
175x125 r 1.6 84.5 125 5.5 I 12 14.83 74.1 131 2-24 2.97 10.9 20.9 1.63
175x 90 9.O5 87.5 90 5 I I r 1.52 70..7 8.7 2.8 2.06 10.4 ro.8 1.93
150x 150 15.8 75 150 7 10 tt 20.o7 66.4 282 r.82 3.7s 10.8 37.6 r.37
150 x too 10.5 74 1@ I 9 1l 13.42 51.7 75.3 1.96 2.37 8.84 15.1 1.55
150x 75 7.O1 75 75 5 7 8 8.925 42.8 24.1 2.18 1.66 7.46 6.59 1.79
125 x 125 11.9 62.5 125 0.5 I 10 15.16 35.O 147 1.52 3.11 6.91 23.5 1.19
125x 60 6.61 62.5 60 6 8 I 8.418 27.5 14.6 1.81 1.32 5.96 4.86 1.64
100 x 1@ 8.@ 50 l@ 6 I 10 10.95 18.1 86.9 1.21 2.47 4.O3 13.4 1.@
100x 50 4.65 50 50 5 7 I 5.925 11.8 7.3( 1.41 1.12 3.18 2.98 1.28
31
Profil Kand
Luastampang Berat
Pusattitik
berat
Momen lnertiacm4
Jari-jari lnertiacm
Modulus tampangcm3
AxBxtlxt2 cr# kg/m cm lx ly lx ry Zx Zy
75x40x5x7100x50x5x7,5125x65xOxB
B,B1B
11,92
17.11
6,92
9,36
13,4
1,27
1,55
1,94
75,9
189
425
12,4
26,9
65.5
2,93
3,98
4.99
1,19
1,50
1.96
20,2
Jt,o
68,0
4,31
7,82
14,4150x75x6,5x10150x75x9x12,5180x75x7x10,b
23,71
30,59
27,20
18,6
24,0
21.4
2,31
2,31
2.15
BM
1.050
1,380
122
147
137
6,04
5,86
7,13
2,27
2,19
2,24
115
140
154
23,6
28,3
25a200x70x7x10200 x B0 x 7,5 x't1200x90x8xi3,5
26,92
31,33
38,63
21,1
24,6
30,3
1,85
2,24
2,77
1,620
1,950
2,490
113
177
286
7,77
7,89
8.03
2,04
2,38
2.72
162
195
249250x90x9x13250 x 90 x 11 x 14,b
300x90x9x13
44,07
51,17
48.57
34,6
40,2
38.1
2,42
2,39
2.23
4,180
4,690
6,440
306
342
326
9,74
9,57
1 1,5
2,64
2,58
2,59
335
375 .
42e i
300x90x10x15,5j:oot9ox12x16380x100x10,5x16
55,74
61,90
69.39
43,8
48,6
54,5
2,33
2,25
2,41
7,400
7,87014,500
313
391
557
1 1,5
11,3
14,5
2,59
2,51
2.83
494
525
7623E0x100x13x20 85,71 67,3 2,50 17,600 671 14,3 2,80 924
32
rd
E
-ip
:
illl
a
j
Prcfi! Siku
B
Luastampang
cm2
Berat
kg/m
Pusattitikberat
Cx=Cycm
Momen lnertia Jari-Jari lnertia ModulustampangZx=Zy
cm
lx=ly
cm
max.lx
cm4
min.ly
cm4
tx=ty
cm
max,rx
cm
mrn.ry
cmAxBxt,
40x40x340x40x545x45x4
2.336
3.755
3.492
1,83
2,95
2,14
1,09
1 ,17
1,24
3,53
5,42
6.50
5,60
8,59
10.3
1,45
2,25
2,69
1,23
1,20
1.36
1,55
1,51
1,72
0,79
0,77
0.88
1,21
1,91
2,00
50x50x450x50x660x60x460x60x565x65x6
3.892
5.W4.692
5.802
7.527
3,06
4,43
3,68
4,55
5.91
1,37
1,44
1,61
1,66
1,81
9.06
12,6
16,0
19,6
29,4
14,4
20,0
25,4
31,2
46,6
3,74
5,24
6,62
8,06
12,1
1,53
1,50
1,85
1,84
1,98
1,92
1,BB
2,33
2,32
2,49
0,98
0,96
1,19
1,18
1.27
2,49
3,55
3,66
4,52
6.27
65x65xB75x75x675x75x9
9 761
8.727
12.69
7,66
6,85
9,96
1,BB
2,06
2,11
36,8
46,1
64,4
58,3
73,2
102
15,3
19,0
26,7
1,94
2,30
2,25
2,M2,90
2.84
1,25
1,47
1.45
7,97
8,47
12.1
75x75x1290x90x690x90x790x90x10
16,56
10,55
12,22
17,00
13,0
B,2B
9,59
13,3
2,29
2,42
2,46
2,58
81,9
80,7
93,0
125
129
129
148
199
34,5
32,3
38,3
51,6
2,22
2,77
2,76
2.71
2,79
3,50
3,48
3.42
1,M1,75
1,77
1.74
15,7
12,3
14,2
19,5
90x90x 13
100x100x7100x100x10100x100x13
21,71
13,62
19,00
24,31
17,0
10,7
14,9
19.1
2,69
2,71
2,83
2,94
156
129
175
220
248
205
278
348
65,3
53,1
71,9
91,0
2,68
3,08
3,03
3.00
3,38
3,88
3,833,78
1,73
1,97
1,95
1,93
24,5
17,7
24,4
31 ,1
120 x 120 x
130 x 130 x
130 x 130 x
130 x 130 x
150 x 150 x
150 x 150 x
2
5
0
2
18,76
22,74
29,76
36,75
29,21
34,77
14,7
17,9
23,4
28,B
22,9
27,3
3,24
3,53
3,&3,76
4,05
4,14
258
366
467
368
627
740
410
583
743
902
997
1.176
106
150
192
2U258
304
3,71
4,01
3,96
3,93
4,63
4.61
4,68
5,06
5,00
4,95
5,U5,82
2,38
2,57
2,U2,53
2,97
2,96
29,5
38,7
49,9
61,5
57,3
68,2
150 x 150 x
150 x 150 x
175 x 175 x
175 x 175 x
200 x 200 x
5
9
2
5
5
41,74
53,38
40,52
50,21
57,75
33,6
41,9
31,8
39,4
45,3
4,24
4,40
4,73
4,85
5,47
BB8
1.090
1.170
1.M0
2.180
1"410
1.730
1.860
2.29o
3.470
365
451
479
588
891
4,56
4,52
5,37
5,35
6,14
5,75
5,69
6,78
6,75
7,75
2,92
2,91
3,M3,42
3.93
82,6
103
91,6
114
150
200x200x20200x200x25200x200x29250x250x25250x250x35
76.00
93,75
107,6
119,4
162,6
59,7
73,6
u,593,7
126
5,67
5,87
6,01
7,10
7.45
2.820
3.4203.866
6.950
9.110
4.490
5.420
6.1 18
11.000
14.4ffi
1 .160
1.410
1.613
2,860
3.790
6,09
6,04
5,99
7,63
7,48
7,68
7,61
7.U9,62
9,42
3,90
3,88
3,87
4,89
4,83
197
242
276
3BB
519
&|
Baja Kanat
Baja - f, panjang biasa 4 _r l5m
F - penampange = jarak antara titik berat dan sisiluar badanI - momen ketambatanW- momen tahanan
; = jari-jari kelambatan = \t+
d/
I eraq '- tC '
'i PenOatianey.I
i
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tukuran-ukuran dalam mm Penampang F
dalam cr#beratkg/m
emm
t v o,)ol.
sumbu-lentur X-Xh b d t=r r1 prof . flens badan lx
cm4 ^W,cmJix
cmfkx
cmkx
345
30
N50
33
35
38
5
5
5
7
7
7
3,5
3,5
3,5
5,4
6,27,1
2,3
2,5
2,7
O,B
1,2
1.7
4,27
4,87
5.59
13,1
13,3
13.7
6,4
14,1
26,4
4,26
7,05
10,6
1,08
1.50
1,92
0,78
1,14
1,49
4,56
2,72
1916")8
10
65
m100
42
45
50
5,5
6
6
7,5
B
8,5
4,0
4,0
4.5
9,0
1',t,0
13,5
3,2
3,6
4,3
2,6
3,8
4.9
7,09
B,&10,6
14,2
14,5
15.5
57,5
106
206
17 ,7
26,5
41.2
2,52
3,10
3.91
1,96
2,41
3.05
1 ,41
1,14
O RA612
141618
20
120
140
160
180
2@
55
60
65
70
75
7
7
7,5
8
8,5
I10
10,5
11
11,5
4,5
5,0
5,5
5.5
6.0
17,0
20,4
24,0
28,0
32,2
5,0
6,0
6,87,7
8,6
7,0
8,4
10,4
12,6
15.0
13,4
16,0
1B,B
22,0
25,3
16,0
17,5
18,4
19,2
20,1
364
605O,)R
1 350
1910
ffi,786,4
116
150
191
4,62
5,45
6,21
6,95
7.70
3,57
4,23
4,83
5,36
5,93
0,795
0,69C 1
0,625 1
0,58C l
0,545 '
22
a262830
220
24Q
2ffi2W
300
80
85
90
95
100
I9,5
10
10
10
12,5
13,-
14
15
l6
6,5
0,57,0
7,5
8,0
37,4
42,3
48,3
53,3
58,8
10,0
11 ,1
12,6
14,3
16,0
17,4
20,1
23,1
24,7
26,8
29,4
33,2
37,9
41,8
46,2
21,4
22,3
23,6
25,3
27,0
2690
3600
4820
6280
8030
245
300
371
448
535
B,48
9,22
9,99
10,9
11,7
6,55
7,09
7,68
8,41
9,10
0,52C
0,495 l
0,485
0,455o 43F
32a538q
320
350
380
400
100
100
102
110
14
14
13,5
14
17,5
16
16
18
8,8
8,011,2
9,0
75,8
77,3
79,7
91,5
17,5
16,0
16,3
19,8
40,8
45,3
47,1
51,9
59,5
60,6
62,6
71,8
26,0
24,0
23,5
26,5
1 0870
128/,0
1 5730
20350
679
7U826
1020
12,1
12,9
14,1
14,9
8,96
9,50
10,4
11.1
0,53[ I
0,47i0,40c
0,41a
Y ': Gc'
u
r
rk = jari-jari teras = YFk = kofisenprofil = f = 4dt = garis tengatr luuarlg ,";:^wr - ukuran-ukuran_gores flensdt = goris tengah lubang flens
tsumbu-lentur y-y tinggi pelat penyambung I
dalam mm pada oaris7 dan ultenoah-
turan-ukuran-gortItlhann haA;n 4
)sa lubang-lubangflens
luas bidangcatt,
cm4W,cm3
ty
cmky
cmc
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23
rnrn
26 129mm l--
wfmm
dfmm
Fm
m2lmlr,I mzt3
45
5,3
6,7
9.1
2,68
3,08
3,75
0,99
1,U1,13
5,55
5,77
5.56
14,5
14,5
r5
1
11
2020
20
1'l
11
0,1740,199
0,232
40,7
40,9
41,56Yz
810
14,1
19,4
29,3
5,07
6,36
8,49
1,25
1,33
1.47
5,78
6,24
6,22
16
17
1B
33
46
u
70
90
25
25
30
11
14
14
0,273
0,312
0,372
38,5
36,1
35,11214161820
43,2
62,7
85,3
114
148
11,1
14,8
18,3
22,4
27.O
1,59
1,75
1,89
2,02
2,14
6,69
6,64
6,75
6,88
7,01
19
21
22,5
23,5
24,5
82
98
115
133
151
40
60
70
50
60
BO
r00 BO
30
35
35
40
40
17
17
20
20
23
0,4u0,489
0,546
0,611
0.661
32,4
30,6
29,0
27,8
26,12224262A
30
197
248
317
399
495
33,6
39,6
47,7
57,2
67,8
2,27
2,42
2,56
2,74
2,W
7,10
7,21
7,36
7,12
6,98
26,5
28
30
32
u
167
1U2@
216
232
110
i30150
160
180
100
120
140
150
170
90
110
130
140
160
BO
100
120
130
150
90
110
120
140
45
45
50
50Rtr
23
26
26
26
26
0,718
0,775
0,834
0,890
0,950
24,4
23,3
22,0
21,3
20,632353840
597
570
613
846
80,6
75,0
78,4
102
2,81
2,72
2,78
3,04
9,62
10,50
10,30
9,90
37
uu38
246
282
312
324
190
2n2ffi270
180
220
250
2ffi
170
210
240
250
160
200
230
240
150
190
220
230
trtr
55
55
60
26
26
26
26
0,98
1,05
1,11
1,18
16,5
17,3
17,7
16,5
35
BAJA SIKU.SIKU
panjang biasa 3 * 15 m
36
SAMAKAKI
x-o)
penampangmomen kelambatanmomen tahanan
jari-jari kelambata n =\fLYpE2F
kofisen profil : j- = i
F:t-W:i-
i,'ire------{I
4 k:b'2
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a
l
I
li
rllll
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crn3
berat
kg/m
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lr==lvcm4
wr==wvcm3
ix==ivcm
kr==kv
b d r r1 e
'15. 15' 315.15. 4 15
3
43,5 2
0,82
1,05
0,il0,82
0,48
0,511,06
0,61
0,13
0,15
0,19
0,15
0,19
0,43
0,42
4,48
5,81
20.20. 320.20. 4 20
3
43.5 2
1 ,12
1,45
O,BB
1 ,14
0,60
O,M1 ,41
0,85
0,90
0,39
0,48
0,28
0,35
0,59
0,58
3,23
4,38
25.25. 325.25. 425.25. 5
25
3
4
5
3,5 2
1,42
1,85
2,26
1,12
1,45
1,77
0,73
0,76
0,80
1 ,t71,03
1,08
1.13
0,19
1,01
1.18
0,45
0,58
0.69
0,75
0,74
0.12
2,56
3,38
4.32
30.30. 330.30. 430.30. 5
30
3
4
5
5 2,5
1,74
2,27
2,78
1,36
1,78
2,18
0,84
0,89
0,92
2,12
1,18
1,24
1.30
1 ,41
1,81
2.16
0,65
0,86
1.04
0.90
0,89
O,BB
2,14?AR
3,56
35.35. 435.35. 6 35
4
65 2,5
2,67
3,87
2,10
3,04
1,00
1,082,47
1,41
1,53
2,96
4,141 ,18
1,71
1,05
1,04
2,41
3,51
40.40. 440.40. 540.40. 6
40
4
5
6
6 3
3,08
3,79
4,8
2,42
2,97
3,52
1,12
1,16
1.20
2,83
1,58
1,64
1.10
4,48
5,43
o..r5
1,56
1,91
z,to
1,21
1,20
1,19
2,12
2,64
3,18
45.45. ti45.45. 7 45
5a 7 3,5
4,30
5,86
3,38
4,60
1,28
1,363,18
1,81
1,92
7,83
10,4
2,43
3,31
1,35
1,33
2,36
3,29
m.50. 550.50' 650.50. 750.50. I
50
5
6
1
I7 3,5
4,80
5,69
6,56
8,24
3,77
4,47
5,15
6.74
1,44
1,45
1,49
1.56
3,M
1,98
2,04
2,11
2,21
11,0
12,8
14,6
17.9
3,05
3,61
4,15
5.20
1,51
1,50
1,49
1.47
2,10
2,*2,94
3,80
55'55. 655.55' 855.55.10
55
6
B
10
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6,31
8,23
10,1
4,95
6,46
7.90
1,56
1,U1.72
3,89
2,21
2,32
2.43
17,3
22,1
26.3
4,40
5,72
6,97
1,66
1,64
1,62
2,30
3,08
3,BB
60.60. 660'60. I60'60.10
60
6
B
10
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6,91
9,03't'l
1
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8,69
1,69
1,77
1,85
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2,39
2,50
2,62
22,8
29,1
34.9
5,29
6,BB
8.41
1,82
1,80
1,78
2,09
2,82
3,55
6s.65' 765.65. I65. 65.11
65
7
I11
I 4,58,70
11,0
13,2
6,83
8,62
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1,85
1,93
2,00
4,60
2,62
2,73
2.83
33,4
41,3
48,B
7,18
9,04
10.8
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1,94
1,91
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70
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3,01
42,4
52,6
61,8
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10,6
12,1
2,12
2,10
2,08
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a -7'
J, JA
75.75. 775.75.I75.75.1075.75.12
75
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10
12
10 5
10,1
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9,03
11,'l
13,1
2,09
2,13
2,21
2,29
5,30
2,95
3,01
3,12
3,24
52,4
58.9
71,4
82,4
9,67
1 1,0
13,5
15.8
2,28
2,26
2,25
2.22
2.,4J*
r=
,
t.\t
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cm4
it
CM
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cmt15.15. 315.15. 4
0,24
0,290,54
0,53
2,80
3,800,06
0,080,090,1 1
0,27
0,28
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20.20. 320.20. 4
0,62
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0,73
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0,190,18
0,21
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0,368,36
11,10,a77
25.25.325.25. 425.25.5
1,27
1,61
1,87
0,95
0,93
0,91
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2,13
2,73
0,31
0,40
0,50
0,30
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0.44
0,47
4,47
0,47
6,50
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10,30,097
30.30. 330.30. 430.30. 5
2,24
2,85
3.41
1,14
1,12
1.11
1,35
1,81
2,26
0,57
0,76
0.91
0,48
0,61
0,70
0,57
0,58
0,57
5,33
6,78
8,50
17 8,51,49
1,93
2,36',
0,116
35.35. 435.35. 6
4,68
6,50
1,33
1,30
1,53
2,32
1,24
1 ,77
0,88
1,'16
0,68
0,68
5,75
8,46
5,10
6,47
7,52
20 112,23
3,210.136
40.40. 440.40.540.40. 6
45.45. 545.45. 7
7,09
8,U9,98
1,52
1,51
1,49
1,U1,66
2,01
1,86
2,22
2,67
1,18
1,35
1,57
0,780,77
0,7722 11
2,U3,24
3,920,155
12,4
16,41,70
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1,49
2,093,25
4,391,80
2,29
0,97
0,975,69
7,8225 14
3,60
4,88 0,174
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50.50. 650.50. 750.50. I
17,4
20,4
23,1
28,1
1,90'l,gg
1,88
1,85
1,33
1,60
1,86
2,42
4,59
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6,02
7,67
2,32
2,57
2,85
3,47
0,98
0,96
0,96
0,97
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6,19
7,15
B,85
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4,10
4,855,58
6,98
0,194
55.55. 655.551. I55.55.10
27,4
34,8
41,4
2,09
2,06
2,02
1,45
1,96
2,46
7,24
9,35
11,3
3,28
4,03
4,65
1,07
1,07
1,06
5,50
7,24
9,0330 17
5,29
6,87
8,400,213
60.60. 660.60. I60.60.10
36,1
46,1
55.1
2,29
2,26
2,23
"t,32
1,79
2.23
9,43
12,1
14,6
3,95
4,U5,57
1,17
1,16
1,15
5,06
6,74
8,435 17
5,89
7,67
9,400,233
65.65. 765.65. I65. 65.11
5q,0
65,4
76.8
2,47
2,44
2,42
1,43
1,95
2,27
13,8
17,2
20,7
5,27
6,30
7,31
1,26
1,25
1,25
5,48
7,03
8,42
35 20
7,30
9,20
1 1,00,252
70.70. 770.70. I70.70.11
67,1
83,1
97.6
2,67
2,U2,61
1,U1,71
2.10
17,6
22,0
26.O
6,31
7,59
8,il
1,37
1,36
1,35
5,02
6,M7,87
40 20
8,0010,1
12,10,272
75.75. 775.75. I75.75.1075.75.12
83,6
93,3
113
130
2,ffi2,85
2,83
2,79
1,22
1,42
1,76
2,14
21,1
24,4
29,8
u.7
7,15
8,1 1
9,55
10,7
1,45
1,46
1,45
1,M
4,85
5,42
6,67
8,04
40 23
8,49
9,66
11,8
13,9
0,291
laniutan: @ia silcu-siku samakaki;panjang biasa 3 - '15 m
7L ukuran-ukurandalam mm F
cn?
berat
kg/m
jarak titikberat-titikberatdalam cm
l, ==lvcm4
wr==wvcm3
=ivcm
kr==kv
b d I e w
80. 80.I80.80.10BO. 80.1280.80.14
dr.l
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10'taIL
14
10 5
12,3
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11,9
20,6
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2,U2,41
2,48
5,66
3,20
3,31
3,41
3.51
72,3
87,5
102
115
12,6
15,5
18,2
20,8
2,42
2,41
2,39
2,36
2,09
2,61
3,14
3.6890. 90. I90. 90.1190. 90.1390.90.16.
90
I11
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t6
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26,4
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2,U2,62
2,ffi2.81
6,36
3,59
3,70
3,81
3,97
116
138
158'r86
18,0
21,6
25,1
30,1
2,74
2,72
2,69
2,66
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100
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22,7
26,2
36,2
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17,8
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28,4
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2,90
2,98
3,20
7,07
3,99
4,104,21
4,V
177
207
235
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33,5
45,8
3,04
3,02
3,00
2,93
2,09
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110
10
12
14
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21,2
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3,15
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239
280
319
30,1
35,7
41.0
3,36
3,U3,32
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2,25
2,63120.120.11120.120.13120.120.15120.120.20'
120
11
13
15
20
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25,4
29,7
33,9
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3,97
3,94
3.92
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2,55140.140.13140.140.15140.140.17
140
13
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17
15 7,5
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5.77
638
723
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4,25
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150
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40,3
45,7
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u5949
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78,2
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4,56
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280
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5,36
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1,58
262
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39
BAJA SIKU.SIKU TIDAK SAMAKAKI
panjangbiasa3: 15
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1,62
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4,39
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8,66
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4,95
6,80
8,59
2,31
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1,41
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0,62
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0,94
0,93
0,92
0,44
0,55
0,66
0,29
0,38
0.46
0,56
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0,265
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5,04
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3,30
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9,78
12,6
15.5
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0,530
0,525
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Lanjutan: baia siku'siku tidak samakaki
Panjang biasa 3 : 15 m
l:
F
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jarak titikberat-titikberat dalam cm
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m. 90. 6m. 90' 860.90.10
60 90
6
B
10
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8,69
11,4
14.1
6,82
8,96
11.0
2,89
2,97
3,05
1,41
1,49
1.56
6,14
6,1 1
6,08
4,50
4,54
4,57
2,46
2,56
2,66
3,16
3,15
3.14
1,60
1.,69
1,74
65' 75. 665 75. I65.75.10
65 75
6
B
10
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8,1 1
10,6
13.1
6,37
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2,19
2,28
2,35
1,70
1,78
186
5,28
5,26
5,23
4,60
4,62
4,M
2,68
2,79
2,89
2,75
2,78
2.79
2,11
2,14
2,20
65. 80. 66s. 80.I65. 80.1065.80.12
65 BO
6
B
10
12
B 4
8,41
11,0
13,6
16,0
6,60
8,66
10,7
12.6
2,39
2,47
2,55
2,63
1,65
1,73
1,81
1,BB
5,61
5,59
5,56
5,54
4,63
4,65
4,68
4.10
2,69
2,79
2,go
3,00
2,94
2,94
2,95
2.98
2,01
2,05
2,11
2.15
65'100. 765 100. I65.1 00.1 1
65 100
7
o
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10 5
11,2
14,2
11,1
8,11
11,1
13.4
3,23
3,32
3,40
1,51
1,59
1,67
6,83
6,78
6,14
4,91
4,94
4.97
2,66
2,76
2,85
3,48
3,46
3,45
1,73
1,18
1,83
a5.115' 665.115' 865.1 1 5.1 0
65 115
6
B
10
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10,5
13,8
11,1
8,25
10,9
13.4
3,85
3,94
4,02
1,38
1,46
1,54
7,74
7,6f7.51
5,26
5,30
5,34
2,52
2,61
2,70
3,74
3,73
3.12
1,52
1,59
1,68
65.130. 865.1 30.1 065'1 30.1 2
65 130
B
10
12
11 5,5
15,1
18,6
22.1
11,9
14,6
17,3
4,56
4,65
4,14
1,37
1,45
1.53
8,50
8,43
8,37
5,71
5,16
5.81
2,49
2,58
2.66
3,86
3,82
3,80
1,47
1,U1.60
75. 90. 775' 90. I75. 90.11
15 90
l9
11
8,5 4,5
11,1
14,1
17.0
8,74
11,',l
13,4
2,67
2,76
2,83
1,93
2,01
2.09
6,32
6,30
6,28
5,33
5,35
5,31
3,1.1
3,22
3.33
3,32
3,U3,35
2,38
2,41
2,45
75.100. 775.1OO. I75.1 00.1 1
75 100
7
I11
10 5
1 1,9
15,1
18.2
9,32
11,8
14,3
3,06
3,15
3,23
1,83
1,9',1
1.99
6,96
6,91
6,87
5,42
5,45
5,49
3,10
3,22
3,32
3,61
3,63
3,65
2,18
2,22
2.27
75'130'875.130.1075.130.12
75 130
B
10
12
10,5 5,5
15,9
19,6
23,3
12,5
15,4
18,3
4,36
4,45
4,53
1,65
1,73
1,81
8,73
8,66
8,61
6,01
6,05
6.09
2,99
3,08
3,18
4,26
4,24
4.21
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1,BB
1,95
75.150' I75.1 50.1 1
75.1 50'1 375 150
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11
13
10,5 5,5
19,5
23,6
21.7
15,3
18,6
21,1
5,28
5,37
5,45
1,57
1,65
1.13
9,79
9,73
9,67
6,62
6,66
6.70
2,W2,97
3,04
4,46
4,44
4.42
1,72
1,17
1.85
75.170.1075.170.1275.150.1475.170'16
75 170
10
121^t+
i6
i1,5 5,5
23,7
28,1
32,5
36,8
18,6
22,1
25,5
28,9
6,21
6,30
6,39
6,47
1,52
1,60
1,68
1,76
10,9
10,8
10,7
10,7
7,33
7,38
1,M7,48
2,81
2,89
2,96
3.03
4,62
4,59
4,56
4,54
1,81
1,75
1,10
1,65
42
---/
5
frl
H:FIhtFlEIJ;lil"l-t'liEi--1
;iL
-rE
rlL:
:
"i-':
:-
:
11
i
L tga lxcm4
W,,cmr
lxcm
"'ao
wY^cmJ
tY
cm kYt,
"ri'r+
itcm
lncrna
tn
cm kn
60. 90. 660. 90. 860.90.10
0,442
0,437
0.431
71,7
92,5
112
11 ,l15,4
1B,B
2,87
2,85
2,82
25,8
33,0
39,6
5,61
7,31
8,92
1,12
1,70
1,68
2,94
3,94
5.00
82,B
107
129
3,09
3,06
3,02
14,6
19,0
23,1
1,30
1,29
1,28
5.18
6,87
8,5665. 75. 665. 75. 865.75.10
0,7400,736
0.732
44,0
56,7
68,4
8,30
10,9
13,3
2,33
2,31
2,29
30,7
39,4
47.3
6,39
8,34
10,2
1,94
1,92
1,90
2,14
2,85
3,63
60,2
77,3
92.7
2,73
2,70
2.66
14,4
1B,B
23,0
1,34
1,33
1,33
4,55
6,01
7,4265. 80. 665. 80. I65. 80.1065. 80.12
0,649
0,645
0,640
0,634
52,8
68,1
82,2
95,4
9,41
12,3
15,1 '
17,8
2,51
2,49
2,46
2,M
31,2
40,1
48,3
55,8
6,M8,41
10,3
12,1
1,93
1,91
1,89
1,87
2,26
3,02
3,83
4,57
68,5
BB,O
106
122
2,85
2,82
2,79
2,76
15,6
20,3
24,8
29,2
1,36
1,36
1,35
1,35
4,55
6,01
7,44
B,B165'100. 765.100. I65.1 00.1 1
0,419
0,415
0,410
113
141
167
16,6
21,0
25,3
3,11
3,15
3.13
37,6
46,7
55.1
7,U9,52
11,4
1,U1,82
1,80
3,34
4,32
5.30
128
160
190
3,39
3,36
3,34
21,6)7)32,6
1,39
1,39
1,38
5,76
1,36
8,9265.115. 665.115. B
65.1 1 5.1 0
0,327
0,324
0,321
145
lBB
229
18,9
24,8
30,6
3,11
3,69
3,66
u,444,2
53.3
6,71
o, /o10,8
1,81
1,79
1.77
3,21
4,31
5,45
158
205
249
3,BB
3.85
3.82
21,1
27,4aaa
1,42
1,41
1,40
5,22
6,99
8,7765.130. 865.1 30.1 065.1 30.1 2
08630,259
0.255
263
321
376
31,1
38,4
45.5
4,17
4,15'4,12
44,8
u,263,0
o,l I10,7
12,7
1,72
1,71
1.69
5,01
6,40
7,75
280
340
397
4,31
4,27
4.24
28,6
35,0
41,2
1,38
1,31
1,37
7,95
9,93
11,875. 90. 775. 90. 975. 90.11
0,683
0,679
0.675
BB,1
1i0130
13,9
17,6
21,1
2,81
2,79
2,71
55,5
69,1
81.7
9,98
12,6
18.5
2,23
2,21
2,19
2,22
2,82
3,55
117
145
171
3,24
3,21
3.17
27,1
34,1
40.9
1,56
,1 ,561,55
4,57
5,83
7,0775.100. 775.100.975.100.11
0,553
0,549
0,545
118
148
176
17,0
21,5
25,9
3,15
3,13
3,1 1
56,9
71,0
84,0
10,0
12,7
15,3
2,19
2,17
2,15
2,49
3,21
3,95
145
181
214
3,49
3,47
3,M
30,1
37,8
45,4
1,59
1,59
1.58
4,69troo
7.2675.130. B75.1 30.1 075.130.12
0,339
0,336
0,332
276
337
395
31,9
39.4
46,6
4,17
4,14
4,12
68,3
82,9
96,5
11 ,7
14,4
17.0
2,08
2,06
2,04
3,69
4,63
5,65
303
369
432
4,37
4,34
4.31
41,3
50,6
59.6
1,61
1,61
1.60
6,10
t,609,09
75.150. I75.150.1175.1 50.1 3
0,265
0,261
0,258
455
545
631
46,8
56,6
66,1
4,83
4,80
4,78
78,3
93,0
107
13,2
15,9
18,5
2,00
1,98
1.96
4,85
6,00
7,15
484
578
668
4;98
4,95
4,91
50,0
59,8
69,4
1,60
1,59
1,58
7,65
9,35
1i,075.170.1075.170.1275.170.1475.170.16
0,214
0,210
0,207
0.204
709
834
955
1070
65,1
78,0
90,0
102
5,47
5,45
5,42
5,39
BB,2'103
117
130
14,8
17,4
20,0
22,6
1,93
1,91
1,89
1,BB
6,40
7,65
9,05
10,4
739
B68
992
1110
5,59
5,56
5,53
5,50
58,5
68,9
79,0
BB,8
1,57
1,57
1,56
1,55
9,56
1 1,5
13,4
15,3
lanjutan: baja siku-siku tidak samakaki
panjang biasa 3 : 15 m
L ukuran-ukuran daJam mmF
cm2beratkg/m
jarak titikberat-titikberat dalam cm
a b d r t1 ex eY w w1 v1 v2
80.120.880. 1 20'1 04o.120.1280.120.14
BO 124
8
10
12
14
i1 5,5
15,5'r9,1
22,7
26,2
12,2
15,0
17,8
20,5
3,83
3,92
4,00
4,08
1,87
1,95
2,O3
2,10
8,23
8,18
8,14
8,10
5,99
6,03
6,06
6.08
3,27
3,37
3,46
3.55
4,20
4,19
4,18
4.17
2,16
2,19
2,25
2,29
90.110. I90.1 1 0'1 1
90.1 1 0.1 390 110
o
11
'13
12 6
17,3
20,9
24,5
13,6
16,4
19.2
3,30
3,38
3,46
2,32
2,40
2,8
7,72
7,69
7,67
6,41
6,44
6.45
3,74
3,85
3,96
4,06
4,06
4,07
2,79
2,U2,88
90. 130.1 O
90. 1 30.1 290.130.14
e0 130
10
12
t4
12 6
21,2
25,1
29.0
16,6
19,7
22,9
4,15
4,24
4,32
2,18
2,26'2,U
8,92
B,BB
B,85
6,69
6,72
6,74
3,75
3,85
3,96
4,62
4,ffi4.58
2,51
2,$2,61
90. 1 50.1 090.150.1290 150.14
90 150
10
12
14
12,5 6,523,2
27,5
31.8
18,2
21,6
25.0
4.99
5,08
5,16
2,43
2,11
2,19
10,1
10,0
9.99
7,09
7,12
7,15
3,63
3,71
3,79
4,99
4,98
4,91
2,26
2,32
2.36
90.250.10,90.2fi.1290'250.1490.250.16
90 2W
10
12
14
16
12,5 6,5
33,2
39,5
45,8
52,0
26,0
31,0
36,0
40,8
9,49
9,59
e;68
9.77
1,57
1,65
1,74
1.82
15,6
15,5
15,4
15,3
10,5
10,6
10,1
10,8
3,02
3,09
3,17
3,24
5,90
5,87
5,82
5,78
1,16
1,80
1,87
1,96
100.150.10100.15A,121 00.1 50.1 4
100 150
10
12
14
'13 6,524,2
28,7
33,2
19,0
22,6
26.1
4,80
4,89
4,97
2,U2,42
2,50
10,3
10,2
10.2
7,50
7,53
7.56
4,10
4,19
4,28
5,25
5,24
5,23
2,68
2,732,77
100.200.10100.200.12100 200.14100 200-16100'200.18
100 200
10
12
14
16
1B
15 7,5
29,2
u,840,3
45,7
51,0
23,0
27,3
3.1;6
35,9
40,0
6,93
7,03
7,12
7,20
7,29
2,01
2,10
2,18
2,26
2,34
13,2
13,1
13,0
12,9
12,9
8,76
B,B2
8,88
8,93
8,97
3,75
3,84
3,93
4,02
4,09
5,98
5,95
5,92
5,BB
5,86
2,22
2,26
2,32
2,39
2,46
44
i
t
It
lI
I
I
t-_
L tgo lxcm4
wxcm3
txcm
"'ao
wrocm"
lY
cm k, ltcma
i,qcm .ko
ir.,
cmk
lJ
80.120. I80'1 20.1 080.120.1280.120.14
0,441
0.438
0,433
0,429
226
276
323
368
27,6
34,1
40,4
46.4
3,82
3,80
3,77
3,75
B0.g
s,1114
130
13,2
16,2
19,1
22,0
2,29
2,27
2,25
2.23
2,97
3,73
4,52
5,30
261
3rB
371
421
4,10
4,07
4,04
4,01
45,8
56,1
66,1
75,8
'l 1at,tz
1 ,71
1,71
1.70
5,24
6,52
7,79
9,0390.110.I90.1 1 0.1 1
90.1 1 0.1 3
0,652
0,650
O.MB
204
243
281
26,5
31,9
37,2
3,43
3,41
3,39
122
146
r68
18,3
22,1
25.7
2,6A
2,64
2,62
2,46
?,gg
3,58
264
315
362
3,90
3,BB
3.85
62,2
74,3
86.0
1,89
1,BB
I,BB
4,83
5,90
6,%90 130.1090.1 30.1 290 130.14
0,472
0,468
0,465
358
420
480
40,5
48,0
55,3
4,11
4,09
4.07
141
165
187
20,6
24,4
28.1
2,58
2,56
2.U
3,19
3,82
4,50
420
492
560
4,46
4,43
4,40
78,5
92.6
106
1,93
1,92
1,9'l
5,70
6,81
7.9190.1 50.1 090 150.1290.1 50.1 4
0,363
0,360
0,357
532
626
716
53,1
63,1
72,8
4,79
4,77
4.75
'146
i7019{
21,0
24,7
28,4
2,51
2,49
2.47
3,69
4,45
5,20
591
694
192
5,05
5,02
4,99
87,3
102
118
1,94
1,93
1,92
6,14
7,39
8.6090.250.1090.250.1290.250.1490.250.16
0,156
0, 154
0,152
0,150
2170
2510
2960
3330
140
167
193
219
8,09
8,06
8,03
8,01
163
191
218
243
22,0
26,0
30,0
33.8
2,22
2,20
2,18
2,16
6,75
8,15
9.60
11,2
2220
2630
3020
3400
B,1B
B, 15
8,12
8,09
113
133
152
172
1,U1,83
1,82
1,82
9,75
11,8
13,8
15,71 00.1 50.1 0100.150.121 00.1 50.1 4
0,M20,439
0,435
552
650
744
54,1
64,2
74.1
4,78
4,76
4,73
r98
232
264
25,8
30,6
35.2
2,86
2,U2,82
2,96
3,55
4, rB
637
749
856
5, 13
5,10
5,07
112
132
152
2,15
2,15
2,14
5,22
6,24
7.26100.200.10100.200.12100.200.14100.200.16100.200.18
0,2660,2u0,262
0,2590,256
1220
1440
1650
1860
2060
93,2
111
128
145
162
6,46
6,43
6,41
6,38
6.36
210
247
282
316
34-i
26,3
3'r,3
36,1
40,8
45,3
2,68
2,67
2,65
2,63
2,61
4,06
4,91
5,75
6,60
7,50
1 300
1 530
1760
1 970
2180
6,66
6,63
6,60
6,57
6,54
r33
158't81
204
227
2,14
2,13
2,12
2,11
2.11
6,41
7,68
8,95
10,2
11,5
45
TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055
BahanMacam tegangan
Teganganyang
diizinkanuntukpem-
bebanangabungan
AdanB C
Baja konstruksi Bd. 37 menurut N 702 dan Bd. OOyang memenuhi syarat-syarat percobaanuntuk Bd. 37
tarikan of
tekanan od,
lenturan o,1400 1610
Baja paku-keling Bd. K 34 menurut N 718,kaiau jarak a dari tepi sampai tengah_tengah paku-keling itu dalam arah gayaia la h:
Baut-baut-sekerup, baut-baut jangkar dll,kalau jarak a dari tepisampai tengah_tengahbaut dalam arah gaya ialah:
a :2d
putus-
geseran itekanan
tumpuan as
8,0 ir2d,
dari Bd. 37
1120
2800
1 2BB
3220
a = 1,5d
putus-geseran itekanan
tumpuan 6s
0,Bar
1,6 ar
dari Bd. 37
1120
224012BB
2576
a:2d
tarikan o,
putus-
geserani
tekanan
tumpuanas
0,7 at
0,6a.
1,sat
dari Bd. 37
980
u021C0
1127
966
2415
a : 1,5d
tarikano,putus-
geserani.
tekanan
tumpuanas
0,7at
0,60.
1,2ot
dari Bd. 37
980
840
1680
1127
966
1933
Besi-tulang B. tu. OO menurut N 7.lS
tarikan o,
tekananb,lenturan ou
putus-
geseran i
250
500
300
200
t
J
1) Kalau a sama dengan berat sendiri konstruksi; 6 pembebanan yang berguna; c pembebanan salju; d pembebanan angin sedang dan e pembebananangintinggi, makapembebanangabungan: A = a * b + c; B = a + b+ ddan c = a + b + e.
iJ^1"-T::Tl,T:":lx?i:,i,1:?t^:::::.:,ifl..:l-tj'1.1, ::,* pJaksa.naan da.n konstruksi, dimana petunjuk-petunjuk daripanitia Normarisasiterahr u^rt, ur I I tqt tq PEtulUuK.t'*?T:',::',::j:'::-::Tl]1,-,l11lo,o"nun, maka tesansan-tesansan yans diizinkan ini harus dikuransi densan 15olo.r or rvt ut ilgan I c-lo.
XH'il:::i;ljJjlilH;ff'j:::::?, penvelenssaraan dan pelaksanaan bertaku dibawah pinnpinan seorans ahlisendiri, maka dapattah diizinkan untukrenambah nilai-nilai dari daftar itu dengan 15%.
46
-I-
lilrffir-lillll--
rlilfllll
ih1ilffiil
h
$
fr
rllfiiI,I
,f
GAYA-PIKUL (KEKUATAN ]UIENAHAN} PAKU-PAKU-KELING
untuk sambungan-sambungan dengan irisan tunggal' maka gaya-pikur pada tekanan tumpuan, seberah kiri di bawah garis tangga yang pertama rebih.kecilnoil':-',,fjffiil;:ffi#;T:;:,",:ffi;;,ljru;;:n"n',",,"n il,ln*,nn.n n,r"-oi,,,ilniuk sambunnun-,a,u..,-nfan densan irisan bersanda, maka
47
DAFTAR KOEFISIEN TEKUT co UNTUK BAJA Fe 360
Daftar koefisien tekuk tersebut di atas disusun berdasarkan peraturan Belanda: NEN 3851:Technische grondslagen voor de berekening van bouwconstructies - TGB 1972 - Staal.
* Tabel ini dari lr. Th. A. Adi Soebagio (Universitas Trisakti).
I 0 1 2 3 4 5 6 7 I I
110120130
140
150
160
170
180
190
200
010
20
304050
6070
8090
100
210220230240259
1,00
1,00
1,00
1,07
1,1 5
1,24
1,341371,621,90
2,04
2,342,783,263,784,34
4,945,586,256,967,72
8,51
9,3410,21
11,11
12,06
1,00
1,001,01
1,08
1,16
1,25
1,351,48
1,641,82
2,47
2,382,833,31
3,844,40
5,005,656,327,047,80
8,599,42
10,3011,21
1,00
1,001,01
1,091,171,26
1,36'1,50
1,661,94
2,10
2,422,983,363,894,46
5,065,71
6,397 ,117,88
8,679,51
10,38,rjo
1,00
1,00
1,O2
1,09
1,171,27
1,381,51
1,67
1,872,12
2,47
2,923,423,954,52
5,135,786,477,197,95
8,759,59
10,47
I 1,39
1,39
1,53
,1,691,gg
2,15
2,512,973,474,004,59
5,195,846,547,268,03
8,849,68
10,5611:s
1,00
1,001,02
1,101,181.28
1,00
1,00
1,03
1,11
1,19
1,29
1,401,541,71
1,91
2,18
2,553,023,524,064,66
5,255,91
6,617,348,11
g,g2
9,7710,661 1,58
1,00
1,001,041,121,201,30
1,41
1,561,731,94
2,21
2,603,073,574,124,70
5,325,986,687,428,19
9,009,86
10,75,r:*
1,@1,001,05
1,131,21
1,31
1,431,57
1,751,96
2,24
2,643,123,624,174,76
5,386,056,757,498,27
9,099,94
10,9411!7
1,00
1,001,05
1,131,22
1,32
1,44
1,591,761,gg
2,29
2,693,163,684,234,92
5,456,11
6,827,578,35
9,1710,G|10,9311:7
1,001,001,061,141,231,33
1,461,601,782,O1
2,31
2,733,21
3,734,294,gg
5,516,186,gg7,Q4
8,43
9,2510,1211,O2
, rju
I
1.
RUMUS.RUMUS UNTUK MENENTUKAN/MENGHITUNG PENAMPANG BATANG-BATANG
BAJA YANG DITEKANUntuk kerampingan-kerampingan lebih besar daripada g0.lo"ro. = 1,7 PL2kuntuk , : i,Siaa : 1400 kg/cmzl;lpera. = 1,5 PL21, untuk y - !,eQ, (od = 16.10 kg/cmz1.Dalam rumus ini, maka pharus diisidalam rdan Llrdalam m.
Ynr.'.k kerampingan-kerampingan rebih kecir daripada g0.A. Untuk batang-batang iunig"l,
profil-profil-Din : Fpend. = t + 2Lflod
Fpend.:: +g,2L2ka6
Fpend.=!+l,6sLlo6
Fpend.=:+l,1Llo6
B. Untuk kolom_kolom majemuk {ll; I L t l} Oi mana l, ) 1 ,1 l,:
Fpend.: : o,65Llod
c' Untuk batang-batang rangka ySng dikerjakan berganda, di mana peratbuhul ditempatkan di antarJprofil_profil:
UntukJ L = Fpend. = t + 2,5L2k
od
J- dan (), Fpend. = ;
+ t,7sLf
UntutJ l: F0,,6. = : + 2,2SLi,od
Untuk l[.: Forna. = t + g,SLl,od
Dalam rumus ini maka Lr ialah panjang_tekuk dalam m; untuk p dalam t,. maka do harus diisi daram ilcm2, untuk p daramkg, maka od daram kg/cm2.
2.
profil-profil-Dir
profil-profit-Dil
profil-profil-Die
49
SECTION PROPERTIES
LIGHT LIP CHANNELS
SIZE SECTIONAREA WEIGHTSIZE
L 200x75x20x3.2
( I50x75X20x4.5
r50x65x 20x3.2
t50x50x20x4.5
l50x 50x ?0x3.?
t50x50x20x2.3
125x50x20x4.5
t25x50x ?0x4.0
t25x50x 20x3.2f 25x50x 20x2.3
toox50x20x4.5
t00x50x20x4.0r00x50x20x3.2r00x50x 20x2.6r00x50x 20x2,3t00x50x20x t.6
75x45x t5x2.375x45x l5x 1.6
60x30x t0x2.360x30x t0x t.5
lb/ft
r50
t50
150
t50
r50
t25
r25
t25
r25
r00
r00
r00
r00
t00
r00
7.874
5.906
5.906
5.906
5.906
5.906
4.92t
4.92t
4.92 r
4.92t
3.937
3.937
3.937
3.937
3.937
3.937
2.953
2. 9s3
2.559
r.969
| .969
r.959
r.969
r.969
t.969
r.969
r.959
t.969
I .969
r .969
I .969
r.969
0 787
0.787
0.787
0 787
0. 787
0.787
0.787
0.787
0.787
0.787
0. 787
0. 787
0. ?87
0.787
0.787
0.787
3.2
4.5
3.2
2.3
4.5
4.0
3.2
2.3
4.5
4.0
3.2
2.6
2.3
t.6
0. t77
0. r26
0. r50
0. t77
0. r57
0. t25
0. r50
0. r77
0. r57
0. r26
0. r02
0.09 t
0.063
0.09 t
0.063
r 3.97
9.567
n.7?
8.607
6.322
t0.59
9.548
7. 807
5.747
9.469
8. s4t
7.007
5.796
5. r72
3.672
2. t65
r .483
I.8t7
0.201
0.980
t.64t
I .480
t.2t0
0.89 r
| .458
| .325
r.086
0.898
0.802
0. 569
0.64 r
0. 458
9.27
7.51
9.20
5. 76
4. 96
8.32
7.50
5. r3
4.5 r
7.43
6.7 !
5.50
{. 55
4.06
2.88
3.25
2.32
?.2s
r .63
?.8?4
3.35t
? 288
?.80?
?.059
r.5il2.534
2.285
1.867
| .374
2.263
2.044
r .675
r .386
t.237
0. 877
6.2?9
7.392
5.047
6. r82
4.543
3.333
5.59r
5.040
4. il93.03 |
4. 993
4. 509
3.696
3,057
2.72E
r.935
2. t84
I .559
r.512
r.095
1i
b
)D
"4\)
U
tL
t)
t.1
20
20
20
?0
?0
20
20
20
20
20
20
20
20
50
50
50
50
5o
50
50
50
50
50
50
50
50
45
45
75
75
30
30
2.953
2. 953
2.362
2 36?
,.772
L77?
l. r8r
r. r8t
0.59 t
0.59 r
0.394
0.394
2.3
t.6
2.3
r.6
0.09 r
0.063
4. t37
2.952
2.872
?.072
0. 445
0.32 t
0. 990
0. 707
0.585
0.496
t5
t5
,)t\
u\
1-,)
60
50
50
r-
CENTER OF GRAVITY MOMENT OF INERTIA RADIUS OF GYRATION SECTION MODULUS
Zy
2.27
?.50
2.lt
0.894
0. 984
0. r3t
il .75
7.976
87. 5
99.2
53.8
2.t02
2.383
I .293
7 .77
5.92
5.89
2.33 t
2.3 t9
?.66
2.37
r .047
0.933
72. I
55. 2
44.3
3. 979
2.703
r6.8
r9.8
t2.2
I .025
t.208
0. 744
72t
332
0
0
0
0
0
0
0
0
0
0
0 0
0
0
0
0
r .54
| .54
r .55
r .68
i. ee
r .68
0.504
0.604
0.6 t0
0.66 t
0.66 t
0.65 t
0.665
368
2E0
2t0
23E
2t7
rEt
r37
t39
t27
8.8{t
6,727
5.045
5.7t8
5.2 t3
4. 349
3.29 t
3.339
3.05 t
2.57t
2. t55
r .939
r .403
35. 7
2E.3
2t.9
33.5
33. I
26.6
0.858
0.680
0.526
0.805
0. 795
0. 639
0.495
5.60
5.7t
5.77
4.74
4.77
4.8?
2.205
2.248
2.272
| .866
t.t7tr.898
,.92t
r .75
t.8t
t.86
| .78
r.8t
| .85
I .89
0.689
0.7 t3
0.772
0.70 t
0.7 t3
0.728
0.783
49.0
37. 4
?8.0
38.0
34.7
29. 0
2.990
2.?82
| .709
2.3 t9
2.ttl| .770
r .336
t0.5
8. t9
6.33
r0. t
9. 38
E.02
0.64t
0.03 t
0.5t3
0.6 t6
0,572
0. 489
0.520
0. s99
0.557
0
0
0
0
0
0
r .69
r .86
r.E6
t.t6r.E6
0.732
0.732
0.732
0.732
0.732
0.736
20.6
30. 9
28.7
21.5
2,,0r9.0
0.742
0.690
0. 589
0.509
0.456
0.336
t07
89. 7
80. 7
58.4
4. 88
3.82
3.85
3.90
3.93
3. 9s
3. 99
t.504
t.5t6
r.535
r.547
I .555
t.57t
r.8t
r .E3
r .87
t.90
1.92
| .9s
2t.927.7
25.4
2t.3
t7.9
r6. t
il.7
0.7 t3
0.7?0
0.736
0.74E
0.756
0. ?6S
t.690
t.550
I .300
r.092
0.982
0.7t4
6.22
9.82
9. t3
7.8 t
6.68
6.05
0
0
00
r.E6
r.t7
0.477
0. 408
0.370
0.273
, .72
t.72
r .06
r .06
0.677
0.677
0.4 t7
0.4t7
37. I
27.t
r5.6
il.6
-t
0.E9t
0.65 t
0. 375
0.279
0.283
0.209
0.080
0.062
3.00
3. 03
2.33
2.37
t. t8t
t. t93
0.9 t7
0.933
r1.0
il.E8.7t
3.32
2.56
r.69
t .72
r .07
t.il
0.665
0.677
0.42t
0.437
9.90
7.24
5.20
3. E8
I
0.604
0.442
0.3 t7
0.237
4.47
4.24
3. t3
r.7t
| .32
0.259
0. t9t
0. t04
0.08 t
.l .','\.'
51
LIGHT CHANNEL
SIZESECTION
AREAWEIGHT
lb/lr
SIZE
350x50x50x4.5350x50x50x4.0
300x50x50x4..5300x50x50x4.0
250x50x50x4.5250x50x50x4.0
200x50x50x4.5200x50x50x4.0200x50x50x3.2
t50x75x75x4.5
150x50x50x4.5
t00x50x50x3.2
75x40x t5x3.2
60x30x30x?.3
38x t5x t5x t.5
l9x t2x t2x t.5
350
3s0
300
300
250
250
200
200
200
r3. 78
r3. 78
il.8til .8t
9.843
9.843
7.874
7 .874
r .969
r.969
r.959
r.969
r.969
| .969
r .969
1.969
4.5
4.0
4.5
4.0
4.5
4.0
4.5
0.177
0. t57
0. t77
0. r57
0. t77
0. r57
0. r77
0. r57
0. t26
t9. 58
t7.47
t.7. 33
r5. 47
r5.08
r3. 47
r2. 83
n,479.263
3.03s
2.708
?.686
2.398
?.337
2.088
r.983
| .778
r.436
r.989
t5. 4
r3.7
t3. 6
t2. t
il.8r0.6
10. I
9.00
4.69 t
4. t73
4. t43
3.586
3.594
3.229
3.076
?.741
2.?t4
3.075
t0.35
9.206
9. t39
8. t3l
7. 929
7 .123
6. 7E7
6.048
4. 885
5. 787
50
50
50
50
50
50
50
50
r50
r50
t00
75
60
38
r9
7 ,874
5.905
s.906
3. 937
?.953
r.969
2.953
r.969
r.969
1.575
4.0
3.2
4.5
4.5
3.2
3.2
0. t77
0. r77
0. t?6
0. t26
0.091
0.059
t2.83
t0.58
6.063
3.823
2. 586
0.90 t
t.640
0.940
0.593
0.40 t
0. t40
0. 087
7 .?7
r0. I
8.3 t
4. 76
3. 00
2.53 t
I .450
0.9 t4
0.6 t8
0.2 t5
0. t37
5.584
3. 199
2.0 t6
r.364
0 .477
0. 302
50
75
50
50
40
2.362
r .496
0. 748
t. t8t
0.59 t
0.472
2.3
t.5
t.5
30
t5
t2 0.059 0.563
?.03
0.7t
0. 45
52
i 2TR
Cx
t
vYteil.-C-
+.---.- -x
CENTER OF GRAVITY MOMENT OF INERTIA RADIUS OF GYRATION SECTION MODULUS
B
^[
Zy
tn3
0
0
0
0
0
0
0
0
0
0
0
0
85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0. 75
0.73
0.8?
0.80
0.9 r
0.88
t.03
r .00
0.97
2.08
t.20
L40
0.75
0,86
0.40
0.4 r
0.295
0.?87
0.323
0.3 r5
0.358
0.346
0.406
0.394
0.382
0.8 r9
0.472
0.55r
0.295
0.339
0. r57
0. r57
2750
2470
r 850
r 650
r 160
r 050
665
600
490
438
3?9
93.6
27 .3
t4,?
r .93
0.30
66.07
59.34
44. 45
39.88
27 .81
25.23
r6.00
t 4.4?
il .77
t0.5?
7.904
?.249
0.656
0.34r
0.046
0.007
27 .5
?4,8
26.8
24. I
25.9
23.3
?4.6
?2.2
tE.2
7t.4
22.8
r4.9
4. 48
?.?6
0. r9
0.08
0.66r
0.596
0.644
0.579.
0.6?2
0.560
0.591
0.533
0.437
r.7t5
0.548
0.358
0. r08
0.054
0.005
0.002
il.8il.9
t0.3r0. 3
8. 78
8.8 r
7 .20
7.?3
7 .28
5.84
5.57
3.93
2.67
2.34
| .43
0.73
4.646
4.585
4. 055
4 055
3.457
3. 468
2.835
2.846
2.866
?.299
2, r93
r .547
r.05r
0.92 r
0.563
0.287
r. 19
l. 19
1.24
I .25
t.3tt.3?
I .38
r .39
I .40
2.36
t.47
I .57
t .08
0.94
0.45
0.37
0.469
0. 459
0.488
0. 492
0.5 r6
0.520
0. 543
0.547
0.55 t
0.929
0.579
0.6 r8
0.4?5
0 .370
0.r77
0. t45
r57
t5l
93. 0
83. 7
66. 6
60.0
49.0
58. 4
43.9
r8.7
9.12
4.72
t.02
0.32
9.580
Lzt 4
7 .505
6.773
5.575
5. r07
4.064
3.661
2.990
3.554
?.679
t. t4t
0. 557
0. ?88
0.062
0.020
5.48
5.8t
6.4 t
5. ?4
6.3 r
5 ,66
6. r8
5.55
4.5 r
r3.2
s.99
4. r4
6.93
r .06
0. r7
0.98
0. 39s
0. 355
0.39r
0.350
0.385
0 .345
0.377
0.339
0.27s
0.805
0. 366
0. ?53
0.423
0.06s
0.0 r0
0 .060
53
HOLTOW STRUCTURAL TUBINGS t'"'" s,zE)
Hollow structura! tubingts are welded and cold-formedfrom hot rolled steel strip, conforming to the standardspecification for "cold formed and seamless carbonsteel structural tubing in rounds and shapes", ASTMdesignation: A500-65 with several more strict restric-tions as to certain tolerances.Cold-forming produces a clean and smooth finishsuitable for painting and exposed applications.Hollow structural tubings always furnish you unlimitedopportunities for your designs in:
-
SIZE WE IG HT
r25x t25x5.0t25x t?5x4.5t25x l?5x3.2
t00x t00x4.5r00x 100x3.2
r00x t00x2.3
75x 75x3.?75x 75X?.3
50x 60x?.360x 60x t.5
50x 50x2.350x 50x r.6
t50x r00x6.0t50x r00x4.5
t25x 75x3.2r25x 75x2.3
r00x 50x3.2r00x 50x2.3
75x 45 x2.3
60x 30x2.360x 30x t.6
t25
)?5
t25
t00
t00
r00
75
75
50
60
50
50
4.9?t
4.9?]
4.92t
3.937
3.937
3.937
2.953
2.953
?.362
?,36?
r.959
r.959
5 .906
5.906
4.92 r
4.92t
3 .93i
3.937
2 .953
?.36?
?.362
t?5
t?5
l?5
100
r00
r00
75
75
60
60
50
50
t00
t00
75
75
50
s0
45
30
30
4.9?t
4.921
4.92t
3 .937
3.937
3 .937
2.953
?.953
2,36
2.36
r .96
r .96
3 .937
3 .937
2.953
2.953
r.969
r.969
t .17?
6.0
4.5
3.?
4.5
3.2
2.3
3.?
?.3
?.3
r.6
2.3
r.6
6.0
4.5
3.?
2.3
3.2
?.3
2.3
2.3
t.6
0.236
0. t77
0. r26
0. r77
0. r5?
0.09 r
0. r62
0.09 t
0.09 t
0.063
0.90 t
0.503
0.236
0. r77
0. 162
0.09 r
0. r62
0.09 r
0.091
0.09 r
0.06t
27.63
?t.t7r 5.33
t6.67
t2.t38. 852
8.927
6 .55?
5.t123.67?
4.25?
3.032
?7.63
2t.t7
t2. t3
8.852
8.927
6 .552
5. t72
3.97?
2.7t2
4.281
3.28 r
2.316
2 .584
r.880
t .37?
0.802
0.569
0 .659
0 .470
4.283
3.28 r
I .880
t,31?
0.802
0.6 r6
0.4?0
?t.1016.60
r2.00
l3: 10
9.520
6 .950
7.0 r0
5. r40
4.060
2 .880
3.340
2.380
2l .70
t6.50
9.520
6.950
7.0t0
5. r40
4.060
2.980
2.t30
6.5t0
5.0s6
3.655
3.990
2.900
2. |7?. t35
I .566
L?37
0. 877
I.0r70.725
6.6 r0
5.056
2.900
? .1t7
?. t3tr .565
t .23?
0. 909
0.646
t4.58
ll.168.064
8.803
6. 397
4.670
4.7rI3.454
?.7?8
r .935
2.?44
| .599
6. 39?
4.676
4.7 il3. 454
2.7?8
60
60
1 '-]A- --x
*
-Y
CENTER of GRAVITY MOMENT of INERTIA RADIUS of GYRATION SECTION MODULUS
tnJ
ZxZyCx
[-0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64r.0
506.0
376 .0
?49.0
r87 .0
r 40.0
75. 50
57. t0
28.30
20.70
r5. 90
il .70
r5. 40
r2. r6
9.033
5.982
4.493
3.364
r.8r4t.372
64r.0
506.0
376.0
r5. 40
t2. r6
9.033
4.8?0
4.890
4.950
3.870
3.930
3.970
2.9 t0
2 .950
2.340
?.370
r .898
I .925
r.949
4.820
4.890
4.950
r .898
r.925
| .949
1.5?4
r .547
r .563
r03.0
80.90
60. r0
49.90
37. 50
27.90
20. r0
I 5.20
9.440
5 .890
6.285
4.937
3.667
3 .045
2 .880
t .70?
1.2?7
0.928
0. 576
0.420
r03.0
80.90
60. t0
49.90
37. 50
27 .90
20. r0
r5. 20
9.440
6,890
6.340
4.680
6. 285
4.937
3.667
3 .045
2.880
t .702
| .?zt
0. 928
0.576
0.420
0.387
0.286
0
0
0
0
0
0
249 .01 s. 982
r 87.0 I 4. 493
I 40.0 I 3. 364
75. 50
57. t0
t .s241 3.870
r .547 I 3.930
r .563 I 3.970
0
0
0
0
0
0
0
0
0
0
0
0
2.9 t0
2.950
?.340
?.370
0
0
0
0
0
0
0.680 I 28.30
0.497 I 20.70
0.382
0.28t
0.92 t
0.933
0.760
0.772
6.340 I 0.387
4.580 I 0.286
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
83s.0 I eo.os
558.0 I r5.8t
r5. 90
il .70
444.0
352.0
il 7.0
87.50
38.00
29.00
0.680
0.497
0.38?
0.28 r
r0.67
8.457
2.8t t
2. t02
0.9 t3
0.697
0.423
0.921
0.933
0.760
0.77?
2. r65
2.t97
t.8ilI.83r
4.0 r0
4.080
3. r00
3. 140
6.773
5.35 t
2 .508
I .867
r .373
I .037
0.635
0.34?
0.254
?57.0
r 9?.0
I t2.0
84. 8
38.90
5.500
5 .580
4.500
4.650
3. s50
3 .600
2.740
4t. t030. 60
22.50
r7.00
10. 40
5.6 r0
4. r50
3r. r0
23. 30
7 .820
6. r74
4.6 r3
2.69 r
?.037
0.935
t.220
r .236
0.8tI0.827
0,724
0.480
0.492
r.579 1ilt.0 88.80ls.arsI .606 I 87. 70 70. 40 I 4.296
I .398 I 2.060
t.4t7 t2. t000.928
0. 708
0 .477
r6.80 I 0.404 5.650 I 0. 136
r 2. s0 I 0.300 4.2s010. t02
0.83 r
0.846
t.220
r.2503 . 760 l0 .229
2.83010.t73
LIP CHANNELS IN BACK TO BACK ARRANGEMENT
LIP CHANNELS IN FRONT TO FRONT ARRANGEMENT
Scalonal
Area
Unit
Weight
Poaltion
of
Centrc of
Gravity
Second
Moment
of Area
Rrdlur ol
Gyratlon
of Area
Scctlonal
Modulur
Cx Cy k ly II ly Zx 2v
axbxc t cme kg/m GM cm4 cm cm3
100x100r20 z3
3,2
10,34
14,01
8,12
11,00
0
0
0
0
101
214
73,8
97,6
3,94
3,91
2,47
2,64
32,2
42,8
14.8
19,6
125x100x20 2,3
3.2
11,49
15,60
9,02
12,3
0
0
0
0
214
362
74,1
97,2
4,88
4,82
e55
2,50
43,8
58,0
14,9
19,4
100x130x20 2,3
3,2
14,02
19,14
11,0
16,0
0
0
0
0
496
664
145
193
5,95
5,89
3,22
3,19
66.1
88,8
22,3
29,7
20Ox160i20 3,2 23,62 18,5 0 0 1442 297 7,81 3,54 144 39,6
l__-ItI
a
1_
Sectlonal
Area
Unit
Weight
Position
of
Centre of
Gravity
Second
Moment
of Area
Radius ol
Gyration
of Area
Sectional
Modulus
Cx Cy lx !y tx ry Zx Zy
axbxc t cm2 ks/m cm cm4 cm cm3
10Ox100x20 ?,3
3,2
10,34
14,01
8,12
11,00
0
0
0
0
161
214
140
r87
3,95
3,90
3,68
3,65
32,2
42,8
28,0
37,4
126x10Ox20 2,3
3,2
11,49
15,60
9,02
12,3
0
0
o
0
274
362
167
225
4,88
4,82
3,81
3,38
43,8
58,0
33,4
45.0
160x130x20 2,3
3,2
14,02
19.14
11,0
15,0
0
0
0
0
496
664
351
476
5,94
6,89
5.00
4,99
66,1
88,6
54,0
73,2
200x150x20 3,2 23,62 18,5 0 0 1432 834 7,79 5,94 143 111
56
Elastic Design Euler StressValues F'e for GompressionMembersALL GRADES OF STEEL
a-
a12nzE
23Kl rrl,
J.
vr6
F'E
(ksi)Ird
F'E
(ksi)Ir6
F'C
(ksi)Ir6
F'E
( ksilYt F'e
16 (ksi)
Kt,
7F'.,.
(ksi)
21 338.6222 308.5423 282.2924 259.2625 238.93
26 220.9027 204.8428 190.47
29 177.56
30 165.92
31 155.3932 145. 83
33 137.13
u 129.1835 121. 90
36 115.2237 109.08
38 103.4239 98. 18
40 93 33
41 BB. 83
42 84.6543 ab zo
M 77.1345 73.74
46 70.5147 67.6048 64. 81
49 62.2050 59.73
51 57.41
52 55.2353 53.16v 51.21
55 49 3l56 47.62
57 45.9658 M.3959 42.9060 41.48
61 40. 13
62 38. 85
63 31.62u 36.4665 35.34
66 U.2B67 33.2768 32.2969 31.3770 30.48
71 29 62
72 28. 81
73 28.0274 2t.2175 26.55
76 25. 85
77 25.1978 24.5479 23.93B0 23.33
81 22 76
82 22.2183 21. 68
84 21 16
85 20.61
86 20.1987 19.73BB 19.28
89 18. 85
90 18.44
91 18.0392 17.U93 17.27
94 16.9095 16.55
96 16.20
97 15. 87
98 15.55
99 15 24
100 14.93
101 14. M102 14.35103 14.08104 13. B]
105 13. yl
106 13 29
107 13. M108 12. B0'109 12.57110 12. U
1'11 12.12112 1 1. 90
113 11. 69
114 i 1. 49
1 15 11.29
116 11.10117 '10.
91
1 18 10.12'119 10. 55
120 10.37
121 10.20122 10.03123 9. 87
1?4 9 71
125 9.56
126 94.1121 9.26128 f. i1
129 8.97130 B. 84
13',1 8.70132 8.57133 B. M1U 8.32135 B. 19
136 8.07137 7 96
138 7.U139 7.13140 1.62
141 I 51
142 7 41
143 7.30144 7.20145 1.10
146 7.01147 6.91148 5. 82
149 6.73150 6 64
151 6.55152 6.46153 6.38lU 6.30155 6.22
156 6.14157 6.06158 5.98159 5.91160 5. 83
161 5.76162 5.69163 5.621M 5.55165 5 49
166 5.42167 5.35168 5.29169 5.23170 5.17
171 5.11172 5.05173 4.99114 4.93175 4. BB
116 4. 82
177 4.71178 4.71179 4.66180 4.61
181 4 56
182 4.51183 4.46184 4.41185 4 36
186 4.32181 4 2/1BB 4.23189 4.18190 4 14
191 4 09
192 4.05193 4.011e4 s gz]
195 3.93l196 3 BelI1e7 385i
198 s. er I
199 t. r' I
200 .. r, I
F'" =
57
a
.D
{Iil
rt'
AISC SpecificationTABTE 1.36
ALLOWABLE STRESS (KSII
FOR COMPRESSION MEMBERS OF 36 KSI SPEC]FIED Y]ELD POINT STEEL
Main and Secondary MembersKl/rnotover 120
Main MembersKl/r121 to2O0
Secondary Members'l/r121to20o
Kl Fa
r {ksi}
Kl Fa
r (ksil
KI
f
Fa
(ksi)
Kl Fa
r (ksi)
KI
rFa
(ksil
I F,,r (ksi)
I Fr"
r (ksi)
1 21 .562 21 .523 21.484 21.445 21 .39
6 21 .357 21 .30B 21 .259 21.21
10 21 .16
11 21 .1012 21.0513 21 .0014 20.9515 20.89
16 20. 83
17 20.7818 24.7219 20.6620 20.60
21 20.il22 20.4823 20.4124 20 35
25 20.28
26 20.2227 20. 15
28 20.0829 20.0130 19.94
3',t 19. 87
32 19.8033 19.73u 19.6535 19.58
36 19. 50
37 19.4238 19 35
39 19.2740 19. 19
41 19.1142 19.0343 18.95M 18.8645 18.78
46 18.7047 18.6148 18.5349 18.4450 18.35
51 18.2652 18.1753 18.08il 17.9955 17.90
56 17.8157 17.11
58 17.6259 17.5360 17 .43
61 17 .3362 17.2463 17 .14M 17.M65 16.94
66 16. 84
67 16.7468 16. il69 16. 53
70 16.43
71 16.3372 16.2273 16 .1274 16.0175 15.90
76 15.7977 15.6978 15 58
79 15.47B0 15.36
81 15 .2482 15. 13
83 15.02u 14.9085 14.79
86 14.6787 14.56BB 14.M89 14.3290 14.20
91 14.0992 13 97
93 13.8494 13.7295 13.60
96 13.4891 13.3598 13.2399 13. 10
100 12.98
101 12.85102 12.12103 12.59104 12.47105 12.33
106 12.20107 12.07108 11.94109 11 .81
110 11 .67
111 11.54112 11.40't13 11 .26114 11 .13115 10.99
116 10.85117 r0 . 7l118 10.57119 10.43120 10.28
I
I
121 10 ."14
122 9.99123 9.85124 9.70125 9.55
126 9.41127 9.26128 9. 11
129 8.97130 8.84
131 8.70132 8.57133 8.M1U 8.32135 8. 19
136 8.07137 7.96138 7.U139 7.73140 7.62
141 7.51142 7 .41
143 7.30144 1.20145 7 .10
146 7.01147 6.91148 6.82149 6.73150 6. tr151 6.55152 6.46153 6.381U 6.30155 6.22
156 6. 14
151 6.06158 5. 98
159 5.91160 5.83
161 5.76162 5.69163 5.62164 5.55165 5.49
166 5.42167 5.35168 5.29169 5. 23
170 5 .17
171 5.11172 5.05173 4.99174 4.93175 4.88
176 4.82171 4.17178 4 .71
179 4.66180 4.61
181 4.56182 4.51183 4.461U 4.41185 4.36
186 4.32187 4.271ffi 4.23189 4. 18
190 4. 14
191 4.09192 4.05193 4.01194 3.97195 3.93
196 3.89197 3. 85
198 3.81199 3.77200 3.73
121 10. 19
122 ',10.09
123 10.00124 9.90125 9. B0
126 9.70127 9.59128 9.49129 9.40130 9.30
131 9.21132 9 .12133 9.031U .8.94135 8.86
136 B.78137 8. 70
138 8.62139 f. il140 8.47
141 8.39142 8.32'r43 I . 25
144B1B145 8.12
146 8.05147 7.99148 7.93149 7.87150 7.81
151 7 .75152 7.69153 7.M1g 7.59155 7.53
156 7.48157 7 .43158 7 39
159 7 .34160 7.29
161 7 .25162 1.20163 7 .161M 7.12165 7.08
166 7.04167 7 .00168 6.96169 6 93
170 6.89
171 6 .85172 6. 82
173 6.79174 6.76175 6.73
176 6.70177 6.67178 6. M179 6.61180 6.58
181 6.56182 6.53183 6 q1
184 6.49185 6.46
186 6.M187 6.42188 6.40189 6. 38
190 6.36
191 6. 35
192 6.33'r93 6 . 31
194 6.30195 6.28
196 6.27197 6.26198 6.24199 6.23200 6.22
58
- K taken as 1 .0 f or secondary members.
r
A
AISC SpecificationTABLE 1.50
ALLOWABLE STRESS (KSI}FOR COMPRESSION MEMBERS OF 50 KSI SPECIFIED YIELD POINT STEEL
.B
IL
il
\-
Main and Secondary MembersKl / r not over 120
Main MembersKl/r121to20o
Secondary Members*l/r 121 to200
KI Fa
(ksi)
KI Fa
(ksi)
Kl Fa
r (ksi)
Kl Fa
r (ksi)
Kl Fa
r (ksi)
I F""
r (ksi)
Ir
F,,(ksi)
I 1 2994lz 2s87L 2ego
Ia 2s73I 5 29.66
Iu 2e58lt 2e50It 2s42lg 2s34l ,o 2s 26
1 ,, 2s 1l1,, 2e oB
|,a 28 ee
l,o 28 eo
I,u 28 BoI
lto 28 t1
1,, 28 61
18 28 .51
19 28.4020 28.30
21 28.1922 28.0823 27.9724 27.8625 27.15
26 27.6327 27.5228 27.4029 27.2830 27 .15
31 27.0332 26.9033 26.7734 26.6435 26.51
36 26.3837 26 25
38 26.1139 25.9740 25. 83
41 25.6942 25.5543 25.4044 25.2645 25.11
46 24.9647 24 .81
48 24.6649 24.5150 24 35
51 24 .1952 24.0453 23. BB
54 23.7255 23.55
56 23.3957 23.2258 23.0659 22.8960 22.72
61 22.5562 22 37
63 22.2064 22.0265 21 .85
66 21.6767 21 .4968 21.3169 21 .1270 20.94
11 20.7572 20 56
73 20.3874 20 .1975 19.99
76 19. B0
71 19. 61
78 19 .4179 19 .21
B0 19. 01
81 18.8182 18. 61
83 18.41
84 18.2085 17.99
86 17 .7987 17.58BB 17 .3789 17 .1590 16.94
91 16.7292 16.5093 16 29
94 16.0695 15. 84
96 15.6297 15.3998 15 .1799 14.94
100 14.71
101 14 .41102 14 .24103 14.00104 13.77105 13.53
106 13.29107 13.04108 12.80109 12.57110 12.34
1',11 12 . 12
112 11.90113 11.69114 11.49115 11.29
116 i1.'10117 10.91118 10.72119 10 . 55
120 10.31
121 10.20122 10.03123 I 87
124 9.71125 9 56
126 I .41
127 9.26128 9.11129 8.97'130 B . 84
131 8.70132 8.571.33 B .44134 8.32135 B. 19
136 8.07137 7.96138 7 .84139 7 .73140 7 .62
141 7 .51
142 1 .41
143 7 .30144 7 .20145 7 .10
146 7 .01
147 6.91148 6 .82149 6.73150 6.64
151 6.55152 6.46153 6.38lU 630155 6.22
156 6 .14157 6.06158 5.98159 5.91160 5. 83
16',1 5.76162 5.69163 5.62'164 5 . 55
165 5.49
166 5.42167 5.35168 5.29169 5.23170 5 .17
171 5.11172 5.05173 4.99174 4.93175 4.BB
176 4.82177 4.77178 4.71179 4.66180 4. 61
181 4 .56182 4.51183 4 .46184 4 .41
185 4.36
186 4.32187 4.271BB 4.23189 4. 1B
190 4 .14
191 4.09192 4.05'193 4.01194 3.97195 3.93
196 3 89
197 3.85198 3.81199 3.77200 3 73
121 10.25122 10. 13
123 10.02124 9.91125 9. B0
126 9.70127 9.59128 9.49129 9.40130 9 30
131 9.21132 9.12133 9.03134 8.94135 B. 86
136 B.78137 8.70138 8.62139 8.54140 B .47
141 8.39142 8.32143 8.25144 B. 18
145 8.12
146 8.05147 7.99148 7.93149 7.87150 7.81
151 7.75152 7.69153 7.UlU 7.59155 7.53
156 7 .48157 7 .43158 7.39159 7 .34160 7 29
'161 7 .25162 1.20163 7 .16164 7 12
165 7.08
i66 7.04167 7.00168 6.96169 6.93170 6. 89
171 6 .85172 6.82173 6.79174 6.76175 6.73
176 6.70177 6.67178 6 64
179 6 . 6]180 6.58
181 6.56182 6.53183 6.511U 6.49185 6.46
186 6.M187 6 .421BB 6.40189 6.38190 6 . 36
191 6.35192 6.33193 6 31
194 6.30195 6.28
196 6 27
197 6.26198 6 24
199 6.23200 6 22
l( taken as 1 .0 for secondary members.
59
Plastic Design Selection Tables
zsShapc
A dC
r, 7tFy = 36 lrl F7 = !o trtLIo P, MD Py
ln.r ln.r ln. la. Xip.tU Kipr Kip-tt KlPr
l650
1480
1320
r2601180
1170
10801050
l0l0
943938919859
838802
768756737
735
718673
668661
62561159459?
58155955755r
514
w36x300w14x550
w1{x730
wlfx655
w1{x605
W36XZto
w36X260w14x500
w16x243
w35x230w14x455w33x240w14x426
w33xZZ0w14x398
w36x194w33x200w14x370w30x210
w36xltzw14x342
w36x170W30Xt90
w36x160w14x314w30xl72W14x320
w36xl50W33x152w z7 xt77W14x287
w33xt{t
215
ls178
88.3162
8?.4
76.5147
72.1
67.113470.6
125
64.8ll7
57.258.9
10961.9
53.6101
50.056.0
47.192.350.794. I
44.244.852.284.4
41.6
,.3I
7.67
8.ffi
4t.2
45.0
47 .446.210.839.2
57.352.837.712.8
55.1
38.98.49
43.18.97
47.19.49
40.49.97
42.910.3
50.1l1 .4
53.24?.4
55.112. 145.68.89
l5 I
15.0
13.f
7.9
t88
7.81
15.27.il
15.07 .49
14.97.35
13.97.25
13.87.t7
14.613.77.08
12.6
14.56.9,
14.512.6
14.46.qt
12.55.63
14.313.511.45.8t
t.69
f .62
4.55
3.834.49
3.81
1.774.43
3.75
3.734.i3.644.34
3.604.31
2.563.574.273.50
2.554.21
2.533.47
2.504.?03.434.17
2.472.473.264.17
2.4?
{9gr
4440
3960
379'3540
3510
32$31fl)
3030
281)28r027602610
25102410
2300227022tO22t0
215020al
20001980
17$168016701650
1540
1880
183017801780
7748
7060
6410
.26m
.2330
4210
.19:X)
3640
31805830
2970
.27fi52q)
t2Q,lQ
4820
25404500
.2060
.2120
3920
22n
.1800
20?:0
.l7m3320
.189,
3390
.l5q)
.1610
18803040
.1500
.6350
"5570
n5060
52504920
/1880
45004380
4210
3930391038303620
34$3340
320031503070
3060
299028m
278{J
27fi
2600
255024802470
24m23308m2300
2140
.SD
.!1120
.8190
.4420
8100
.4120
.3930
7350
.3510
.33$57m
.3530
62fl'
.3240
58S)
.2860
.2950
54fl'.3100
.26&l
5fit0
.2500
.28(Xl
.2360
4620
'25404710
.2210
.2240
.2610
$Zm
.aEo
a
Check shape for compliance with Formulas e.7-1al or 1.2.7-jbl, Section 2.7. AISC Specification, as applicable,when subjected to combined axial force and bending moment at ultimate loading.Values ol Mrand Py for these shapes computed on the basis of F, = 46 1rri.
510
502
501
467
465
464
453
445
437
427
417
415
408
408
391
378
373
370
357
355
346
343
338
J.ra,
321
318
313
311
309
305
303
299
286
280
278
278
t/t+
270
?tro
255
W36 x 13SW14x254W27x160
W33 x 130W24x160W14x246W27x145W14x237W30 x 132
W14x22BW24x145
W33 x 118W30x124W14x219W14x211
W30 x 116W14x202W24 x 130
W21x142W14x193
W30 x 1O8
W27x114W24x120W14x1B4W14x176W21x127
W3O x 99W12x190W24x110W27x102W14x167524x120W14x15BW24x100
W27 x 34W21x112S 24 x '105.9
W 14 x '150
W12 x 161
W14x142
39.8
77.6
47.1
38.3
47.1-7) 2
42769.7
38.9
67.1
42.7
34.8
36.5
64.4
62.1
34.2
59.4
38.3
41.8
56.7
31.8
33.6
35.4
54.1
51.7
37.4
29.1
55.9
32.5
30049.1
35346.5
29.5
27.7
33.0
31 .1
44.1
47.4
41.8
59.4
tJ. /
41.2
57.1
37.7
14.4
44.8
14.8
49.3
15.3
403
59.3
51.6
15.8't6.1
53216.8
42.9
32.6
17 .4
54.4
47.9
43.7
18.3
18.6
36.1
56.8
13.6
47.4
52.3
19.4
30.1
20.5
51.3
M939.8
38.4
21.4
15.3
21.7
14.0
. 6.74
11.3
13.2
10.4
6.68
11.3
6.65
12.2
6.62
10.3
13.0
12.1
659656
12.0
6.y10.2
9036.51
11.9
11.0
10.2
6.49
6.45
899
11 .7
5.82
10.1
11.0
6.42
9266.40
10.1
10.9
8929536.37
5.70
6.32
2394.14
3.24
2.38
3354.12
3.22
4.11
2.25
4.10
3.32
2.32
2.23
4.08
4.07
2.19
4.06
3.28
3.15
4.05
2.15
2.18
2.78
4.U4.02
3.13
2.10
3.25
2.77
2.15
4.01
f.il4.00
2.75
2.'t2
3101583.99
3.20
3.97
1 530
1510
1 500
1400
1400
1 390
1 360
13/.0
1310
1280
1250
1250
1220
1220
1 170
1 130
1120
1110
1070
1070
1040
1030't010
1010
963
9M
939
933
927
915
909
897
B5B
u0
834
834
822
810
777
765
.1430
2790
1 700
'1380
1 700
2600
''1540
2510- 1400
2420
1M0
.'1250
. 1310
2320
2240
.1230
2140.1380
1 500
2040
-1 140-1210- 1270
1950
1860
1 350
. i050
2010
1170.1080
1770
1270
i670. r060
. 997
1 190
1120
1 590
1710
1500
2090
2090
1950
1940
1 930
1850
1820
1 780
1740
1 700
1 700
1630
1580
1 550
1490
1480
1440
1430
1410
1410
13/;0
1330
1300
1290
1270
1260
1250
1 190
1 160
1 140
1 130
r0B0
3BBO-2360
- 1920.2360
3620
3490- i950
3360-2140
- 1830
3220
3110
.17"10
2970
2090
28/0
-1590
.1680
'1770
2710
2590'1870
2800.1630
-1500
24ffi1770
2330
.1390
'1560
2210
2370
:ffff:ffi:"#:Hff;;:il,Hilulas (2'7-la) q t2'7-lbt,section 2.7, Alsc speci[email protected], as appricabre, wrren sur{ected to cornb.ned axiar rorce
61
zxShape
A d
tw
fx rYFr = 36 ksi Fv = 50 ksi
Mo P, Mp PY
ln.2 ln.2 ln. ln. Kip.ft. Kips Kip.ft Kips
253
248
2M243
240
227
227
226
224
222
211
210
206
205
201
196
194
192
186
186
179
178
176
172
169
1M
161
160
153
152
152
148
146
145
145
1M
140
138
W24 x 94W18x114
W27 x A4W14x136S24x100W21 x 96
W18x105W14x127
W24 x 84S 24x 90
W14x119W'12 x 133
WlBx 96
S 24 x 79.9
W24x 76W14 x 111
S 20x 95
W21 x 82
W16x 96
W12x120S 20x 85
W1B x 85
W24x 68W21 x 73
W16x B0
W 12 x '106
WlBx 77
W21 x 68S20x 75
W24x 61
W12x 99
W10x112W16x 78
WlBx 70
W14x UW21 x 62
Wl2 x 92
S 20 x 65.4
.27.733.5
24.8
40.0
29.4
28.3
30.9
37.3
24.7
26.5
35.0
39.1
28.2
23.5
22.4
32.7
27.9
24.2
28.2
35.3
25.0
25.0
20021.5
25931.2
22.7
20.0
22.1
18.0
29.1
32.9
23.0
20.6
24.7
18.3
27.1
19.2
47 .1
31 .1
57.6
22.3
32.1
36833.'r
24.0
51 3
38.5
25.4
17 .7
35.5
47.9
54.3
26.6
25.0
41.8
30518.5
30.6
34.8
57.0
46.7
32.1
20.8
38.2
49.1
31.2
56.6
21.9
15. 1
30.9
41.1
31.4
52.5
23.2
40.0
9867.79
10.7
6.31
9018.61
7.75
629
9.79
9.22
6.26
5.59
7.70
9.47
9.69
6.23
7.60
8536.93
5.51
7.79
7.57
9.53
8.M6.87
5.46
7.U
8.60
7.60
9255.43
4.67
6.75
7.50
6.13
8.il5.40
7.U
'1.98
2.86
2.06
3.77
1.27
2.02
2.84
3.76
1951.30
3.75
3.16
2.82
1.34
1.92
3.73
1.33
1.99
2.82
3.i31.36
2.05
1.87
1.81
2.79
3.1 1
2.04
1.80
1 .16
1.38
3092.67
2.01
2.02
3.02
1.77
3.08
1.'t9
759
744
732
729
720
681
681
678
672
666
633
630
618
615
603
58B
582
576
558
558
537
534
528
516
507
492
483
480
459
456
456
444
438
435
435
432
420
414
' 997
1210
' 893
1440
1 060
1020
11'10
1 340
BB9
9g1260
1410
1020
846
806
1 180
1000
871
1 020
1270
900
900
720
774
932
1120
817
720
796
648
1 050
1 180
B2B
742
BB9
659
976
691
1050
1030
1010
1000
946
946
933
925
875
Bil
B38
808
800
715
775
746
742
717
683
o/l
667
638
633
633
617
608
604
600
575
-1390
1 680
2000
1470- 1420
1 550
.1240
'1 330
1 960
'1 'lB0
'1120
1400
'1210
1410
1770
1250
1250
'1080
r soo
1 140
1000
1110
900
1460
1 650
1 150
1030
915
960
* Check shape for compliance with Formulas (2.7-'la) or 12.7-1b1, Section 2.7, AISC Specification, as applicable, when subjected io combined axial forceand bending moment at ultimate loading.
62
zxShape
A dtw
rx rYFy = 36 ksi Fv = 50 ksi
MD PY tVo Pvln.2 ln.2 ln. ln. Kip.ft. Kips Kip.ft. Kips
1U1U132
132
130
129
126
126
125
123
119
118
115
114
112
108
106
105
102
101
97.8
95.3
91.8
90.6
89.7
87.1
86.5
82.8
82.1
78.4
78.4
77.1
75.0
72.8
72.5
70.2
69.7
69.3
67.1
W24 x 55W14x 78
W1B x UW16 x 71
W10x100W12x 85
W21 x 55W14x 74
S 18x 70
W18 x 60
W12x 79
W16 x UW14x 68
W10x 89
W18 x 55
W21 x 49W16x 58
S 18x U.7W'14 x 61
W18x 50
W10x 77
W21 x 44W16x 50
W10 x 72
W18 x 45
W14x 53
W12 x 58
W10x 66
W16x 45
W18 x 40W14x 48
S 15x 50
W10x 60
W16x 40Wi2 x 50
W 8x 67
W14x 43
S 15 x 42.9
W10 x U
16.2
22.918.9
20.9
29.4
25.0
16.2
21.8
20.6
17.7
23.2
1B.B
20.0
26.2
16.2
14.4
17.1
16.1
17.9
14.7
22.7
13.0
14.7
21.2
13.2
15.6
17.1
19.4
13.3
11.8
14.1
14.7
17 .7
11.8
14.7
19.7
12.6
12.6
15.9
59.5
32.9
44.3
33.3
16.2
25.3
55.5
31.5
25.3
43.9
26.3
36.1
33.6
17.7
46.5
66.6
39.0
39.0
36.8
50.3
19.9
59.4
42.820.6
53.3
37.7
u.022.7
46.6
56.6
40.7
27.3
24.7
52.1
32.9
15.7
M.436.5
27.5
9.10
6.09
7.46
6.71
4.61
5.38
8.40
6.05
6.71
7.47
5.34
6.66
6.02
4.55
7.42
8.21
6.62
7.07
5.98
7.38
4.49
8.07
6.68
4.46
7.n5.90
5.28
4.M6.64
7.21
5.86
5.75
4.41
6.62
5.18
3.71
5.82
5.95
4.39
1.y3.00
2.@
1992.65
3.07
1.73
2.81.08
1.68
3.05
1.97
2.62.63
1.67
1.31
1.96
1.14
2.45
1.65
2.60
1.27
1.59
2.59
1.62
1.92
2.51
2.W1.57
1.27
1.91
1.03
2.57
1.56
1.96
2.12
1.89
1.07
2.56
402q2396
396
390
%7
378
378
375
369
357
3il345
u2
336
324
318
315
306
303
293
286
275
272
269
261
2ffi248
246
235
235
231
225
218
218
211
209
208
201
i
583
824
680
752
r060
900
583
785
742
637
835
677
720
943
583
518
616
580
M4529
817
468
529
763
475
562
616
698
479
425
508
529631
425
529
709
454
454
572
550
550
v2
525
521
513
492
479
475
467
450
M2438
421
408
383
378
363
345
342
327
327
321
303
302
293
289
945
1050
1470
rogo
1030
885
940
1000
1310
810
720
855
805
735
1140
735
1060
780
970
665
590
705
735
590
735
985
630
'CheckshapeforcompliancewithFormulas(2.7-1a) orl2.7-lbl,Section2.T,AlSCspecification,asapplicable,whensubjectedtocombinedaxial forceand bending moment at ultimate loading.
Izx
ShapeA d
tw
rx rYFv = 36 ksi Fy = 50 tsi
Mp Pv Mp Pvln.2 ln.2 ln. ln. Kip.ft KiPs Kip.ft. Kips
66864.8
64.0
61.6
61.2
59.7
57.5
54.9
M.6
il.053.1
51.6
49046.9
M.B
44.1
M.042.4
40.0
39.8
38.0
36.6
35.4
u.7u.7
33.1
30.9
29.6
29.3
28.4
27.1
26.4
24.8
24.7
24.1
24.1
23.1
21.6
W18 x 35W12x 45
Wi6x 36
W14x 38
S 12x 50
W Bx 58
W12x 40
W10x 45
W14 x 34
W16 x 31
S 12 x 40.8
W12x 36
W Bx 48
W10x 39
S 12 x 35
W12 x 31
W16 x 26S 12 x 31.8
W14x 26W Bx 40
W12 x 27
M Bx 37.7
S 10x 35
W10x 29
W Bx 35
W14 x 22M 10 x 291W10x 25
W12 x 22S 10 x 25.4
W Bx 28
M 10 x 22.9
M 14 x 17.2W12x19W10x 21
M 6 x 33.75
W Bx 24
W'10 x 19
10.3
13.2
10.6
11.2
14.7
17 .1
11.8
13.2
10.0
91312.0
10.6
14.1
11.5
10.3
I '13
7.67
9.35
7.67
11.8
7.95
11 .1
10.3
8.54
10.3
6.49
8567.36
6.41
7.46
8.23
6.73
5.05
5.59
6.20
9.93
7.06
5.61
59.4
35.9
53.0
45.1
17.5
11.2
40.6
28.9
48.B
57.6
26.0
40.1
21.0
31.3
28.0
45.6
62.6
34.3
54.5
22.6
50.5
21.5
16.8
35.4,
25.8
59.7
23.1
40.0
47.3
32.2
28.3
40.8
66.7
51.3
41.3
12.8
32.4
41.0
7.05
5.15
6.50
5.BB
4.55
3.65
5. 13
4.33
583
6.40
4.71
5. 15
3.61
4.27
4.72
5 12
6.25
4.83
5.64.
3.53
5.07
3.46
3.78
4.30
3.50
5.53
3.92
4.26
4.91
4.07
3.45
4.16
5404.82
4.15?66
3.42
414
1.23
1.94
1.52
1.U1.03
2.10
1.94
2.00
1.52
1 .17
1.06
1.55
2.08
1.98
0.98
1.U
1.12
1.00
1.08
2.04
1.52
1.91
0.901
1.38
2.03
1.04
1 .14
1.37
0.u]0.954
1.62
1.22
0.725
0.820
1.32
1.47
1.61
0.874
200
194
192
185
184
179
173
165
164
162
159
155
147
141
134
132
132
126
120'119
114
110
106
104
104
99392.7
BBB
87.9
85.2
81.3
79.2
74.4
74.1
72.3
72.3
69.3
64.8
371
415
382
403
529
616
425
475
360
329
432
382
508
414
371
329
276
337
276
425
286
400
371
307
371
234
308
?-65
2sits
269
296aAaLAZ
182
201
ZlJ
357
254
202
270
257
255
249
229
225
221
215
204
187
184
175
I
167
148
145
123
122
118
103
100
90.0
660
560
735
855
660
457
600
530
705
515
457
468
- 384
515
+1t
368
324
373
280
497
281
* Check shape for compliance with Formulas (2.7-1al or 1.2.7-1b1, Section 2.7, AISC Specification, as applicable, when subjected to combined axial force I
and bending moment at ultimate loading. i
64
i,,-
I
20.6
19.7
19.3
19.1
18.9
18.6
17.4
16.5
16.0
15.9
15.6
15.0
14.5
14.5
14.3
13.6
12.1
11.5
11.4
11.3
1 108
10.6
9.61
9. 19
8.47
8.23
7.85
7.42
6.31
6.27
6.06
5.67
5.42
4.04
4.03
3.51
2.80
236'95
:tr"ff:lff;"j;:I1ffi;xI:1ffi:"l2.7-1a|orl2.7-1bl,Section2.7,AlscSpecification,aslppticau",*n*ffi
W 12 x 16.5M 8x 22.sS Bx 23
W 8x 20
W 6x Zs
W'10 x 1tM 8x 1B.b
S Bx 18.4
W1O x 15W Bx 17
M 6x 22.sW 6x 20S 7x 20M 6x 20
M 12 x 11.8W Bx 15
S 7x iS.3W 6x i6W 8x i3W 5x 18.S
M 5x 18.9
S 6 x 17.2b
W 5x 16
M 10 x 9S 6x 12.5
W 6x 12
M 4x 16.3S 5 x 14.75
M 4x 13.8
W 4x 13
M 4x 13
S 5x 10
M 8x 6.sS 4x 9.b
M 7x E.sS 4x 7.7
M 6x 4.4S 3x 7.sS 3x 5.7
4.87
6.60
6.77
5.89
7.35
4.99
5.44
5.41
4.41
5.01
6.62
5.88
5.BB
5.89
3.47
4.434.504.72
3.83
5.43
5.55
5.07
4.70
2.65
3.67
3.54
4.80
4.U4.06
3.82
3.81
2.94
1.92
2.79
1.62
2.26
52.2
21.3
18.1
32.8
19.9
42.2
34.8
29.5
43.5
34.8
16.1
24.0
15.6
24.0
67.8
33.1
27.8
24.0
34.8
19.3
15.8
12.9
20.8
63.7
25.9
26.1
13.5
10.1
12.8
14.9
15.7
23.4
4.65
3.22
3.10
3.43
2.69
4.05
3.38
3.26
3.95
3.36
2.49
2.66
2.69
2.57
4.55
3.29
2.ffi2.59
3.21
2.16
2.08
2.28
2.13
3.83
2.45
2.48
1.71
1.87
1.63
1.72
0.770
1.06
0.798
1.25
1.53
0.u41.12
0.831
0.809
1.22
1.37
1.51
0.7u1.40
0.532
0.876
0.766
0.()67
0.u21.28
1.19
0.675
1.26
0.480
0.705
0.918
0.962
0.620
0.939
0.99'l
0.939
0.643
61.8
59.1
57.9
57.3
56755.8
52.2
49.5
48.0
47.7
46.8
45.0
43.5
43.5
42.9
40.8
36.3
u.8u.233.9
33.0
31.8
28.B
27.6
25!24.7
23.6
22.3
18.9
1B.B .
18.2
17.0
16.3
* 175
2U2M212
265
180
196
195
. 159
180
2U212
212
212
- 125
159
162
170
138
195
200
183
169
95.4
132
127
173
156
146
138
137
106
69.1
100
58.3
8't.4
46.4
79.6
*.079.6
78.B
77.5
68.B
_
60.4
56.7
50.4
48.3
47.1
45.8
44.2
40.0
35.3
i,30.9
26.3
26.1
25.3
23.6
16.8
16.8
14.6
222
225
236
272' 278
2U235
1U
240
217
203
191
19'l
147
140
81.0
113
64.5
111
83.5
65
ENGINEERING CONVERSION FACTORSMultiply by to obtain
acres
ares .
board feet
centimeters
cubic centimeters
cubic feet
tt t,
.:cubicinches ....cubic meters...
cubic yards
degrees,angular .. .. .. . ..degrees, Fahrenheit (less 32 F
" Centigradefoot poundsfeet
gallons, British lmperial . . . .
gallons, U.S. .
grams, metrichectares
horse-power, metrichorse-power, U.S.inohpq
.4446874.C4r687 x 10 3
1076.39144 sq. in x 1 in.
.0833
3.28083 x 10-2
.3937
3.53145 x 1O5
6.102 x 10-z
2.8317 x 10-a
2.8317 x 10-2
6.22W528.31702.38095 x 102
.02516.3871635.3145
1.30794.764559.0174533.5556
1.8
.1382630.4801
.304801
304.801
1.64468 x 10 a
.160538, 1.20091
4 54596
.832702
. 1 3368231.
3.78il32.2M62 x 10 3
2.47lC/.1.076387 x 1053.86101 x 1C:;
. .986321.013872.5/,0012.54001 x 10 2
25.40012.2U629.84206 x 10-a
1.10231 x 10-3
7.233.671972
14.2234
.20/8179.14362 x 10s
1422.U.634973
6.24283 x 10 2
.62137
.53959
hectares
square kilometerssquare feetcubic inchescubic feetfeetinchescubic feetcubic inchescubic centimeterscubic metersgallons, B ritish lmperialliters
tons, British Shippingtons U.S. Shippingcubic centimeterscubic feetcubic yards
cubic metersradiansdegrees, Centigradedegrees, Fahrenheit (less 32 F.)
kilogram meterscentimetersmetersmillimetersmiles, nautrcalcubic feetgallons, U.S.litersgallons, British lmperialcubic feetcubic inchesliterspounds, avoirdupoisacres
square feetsquare mileshorse-power, U.S.horse-power, metriccentimetersmetersmiliimeterspoundslong tonsshort tonsfoot poundspounds per footpounds per square inchpounds per square footlong tons per square footpounds per square inchlong tons per square inchpounds per cubic footmiles, statutemiles, nauttcal
kilogram meterskilograms per meter
kilograms per square centimeterkilograms p:r sqt1,are meter
kilograms p:r sqr1,are millimeter
kilograms per cubic meterkilometers
AueRrceru lrusrrrurr op Srsel CorusrRucrror.r
66
f5
i
-
ENGINEERING CONVERSION FACTORS
Multiply by to obtainI litersI
miles, nautical
millimeters
pounds, avoirdupois
pounds per footpounds per square footpounds per square inch
pounds per cubic footradianssquarecentimeters . . . . .
'qY,u'u f::t
.
square inches
roY,rr" meters
square miles
square millimeterssquare yards
tons, long, per square foottons, long, per square inchtons, metrrc
tons, short
tons, British Shipping . .
,11. U;,S Shippins
yards .
.219975.264173.53145 x 10 2
3.2808339.37
1.09361
1.60935.8684
6080.2041.853251 .15163.28083 x 1033.937 x 102
453.592.453592
4.464 x 10q4.53592 x 10-a
1.488164.882417.031 x 1027.031 x 104
16.018457.29578
.1 550
9.2W34 x 10 a
9.29034 x 1060929034
6.45163645. 1 63
241.104.3861
10.76391.19599
259.02.5901.550 x 10 s
8361 3
1016.05
2240.1.016051.120
1.09366 x 10-a
1.574942204.62
.98r'211.10231
907 185
892857907185
42.00.952381
40.001.050
.914402
gallons, British lmperialgallons, U. S.
cubic feetfeeti nchesyards
kilometersmiles, nauticalfeetkilometersmiles, statutef eetinchesgrams, metrickilogramstons, longtons, metrickilograms per meterkilograms per square meterkilograms per square centimeterkilograms per square milimeterkilograms per cubic meterdegrees, angularsquare inchesareshectares
square meterssquare centimeterssquare millimetersACTES
square milessquare feetsquare yards
hectaressquare kilometerssquare inches
square meterskilogramspoundstons, metrictons, shortkilograms per square meterkilograms per square millimeterpoundstons, longtons, shortkilogramstons, longtons, metriccubic feettons, U.S. Shippingcubic feettons, British Shippingmeters
AvrenrcaN lrusrrrure or Sreel CorusrRucrroru
67
GIRCUI.AR HOLTOW SECTIONS
DIMENSIONS, WEIGHTS AND SECTIONAL PROPERTIES OFGENERAL STRUCTURAL PURPOSES
CARBON STEEL TUBES FOR
Outsidediameter
(mm)
Wallthickness
(mm)W'eight(kg/m)
Sectionalarea.
(cm2)
Moment ofinertia(cma)
Sectionmodulus
(cm3)
Radius ofgyrataon
(cm)21.7 2.O o.972 t.238 0.607 0.560 0.700
21.2 2.O2.3
1.241.41
r.583L799
r.261.41
0.9301.03
0.8900.880
34.0 2.3 1.80 2.291 2.89 1.70 1.1242.7 2.3
2.82.292.76
2.9193.510
5.977.O2
2.803.29
1.431.41
48.62.32.83.2
2.633.163.s8
3.3454.O294.s64
8.9910.61 1.8
3.704.364.86
1.641.621.61
60.s2.33.24.0
3.304.525.57
4.2055.7607.1 00
17.823.728.5
s.907.U9.41
2.062.032.OO
76.32.83.24.0
5.085,777.13
6.4657.3499.085
43.749.259.5
11.512.915.6
2.602.592.s6
89.12.83.24.0
5.966.788.39
7.5918.636
r 0.69
70.779.897.0
15.9r 7.921.8
3.053.043.0r
101.63.24.05.0
7.769.63
r 1.9
9.89212.2615.17
120146177
23.628.834.9
3.483.453.42
114.33.23.64.55.6
8.779.83
12.215.0
11 .1712.5215.5219.r2
172192234283
30.233.641.049.6
3.933.923.893.8s
r39.83.64.04.56.0
12.1r 3.415.0r9.8
15.4017.O719.1325.22
357394438566
51.156.362.780.9
4.824.804.794.74
165.2
4.55.06.07.O
17.819.823.627.3
22.7225.1630.0134.79
7y808952
109x 10
88.997.8
115132
5.685.675.635.60
190.7
4.55.06.07.O
20.722.927.331.7
26.3229.1734.8240.40
114x10126xlO149x10I 7lx 10
120132156179
6.s96.576.536.50
216.34.56.07.O8.0
23.s3r.136.141.1
29.9439.6,446.0352.35
168x10219x10252x1O284x10
155203233263
7.497.447.407.37
267.46.07.O8.09.0
38.745.051.257.4
49.2757.2765.1973.06
421x1O486x10549x10611x10
315363411457
9.249.219.189.14
3r8.5
6.07.O8.09.0
46.253.861.368.7
58.9068.5078.0487.5r
719x I 0831x10941x10105x102
45252259r659
11.1r 1.01 1.010.9
68
