Tabel Profil Konstruksi Baja (1) 576z21
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Tabel Profil Konstruksi Baja 028050 O Kanisius 1988 PENERBIT KANtstUS (Anggota tKApt) Jl. Cempaka 9, Deresan, yogyakarta 552g1 Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349 Kotak Pos 1 12SNk, yogyakarta 55011 Cetakan pertama 1988 Cetakan kedua 1g8g Cetakan ketiga 1gg0 Cetakan keempat l ggo Cetakan kelima 1991 Cetakan keenam 1gg2 Cetakan ketujuh 1gg3
tsBN 979-413-158-X Hak Clpta dllindungi Undang-undang. Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi, tanpa izin tertulis dari penerbit. Dicalak oleh percslakan Kanisius yogyakarta
KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada beberapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakan lagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/ DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomis yaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itu kami berusaha menyusun "Tabel Profil Konstruksi Baja" yang mencantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan "Engineering Conversion Factors" dan beberapa tabel lain. Kami harap buku ini dapat berguna bagi para teknisi bangunan dan mahasiswa teknik, baik sipil maupun arsitektur.
Buku ini kami susun berdasarkan buku Steel Design Manual, American lnstitute of Steel Counstruction {AISC), New York, 1983 dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dan diktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas Gadjah Mada, antara 1973 - 1980.
Akhirnya kami ucapkan terima kasih kepada semua pihak yang telah membantu penerbitan buku, khususnya Bapak lr. Morisco (Universitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Trisakti), yang telah memberikan banyak petunjuk dan saran. Semula buku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sarana Cipta.
Yogyakarta, Desember 1 987 Penyusun
3
DAFTAR ISI
Kata Pengant ar Daftar lsi
3 5
Wide Flange Shapes (lnch.series) Light Beams and Joists (lnch Series) H Bearing Piles (lnch Series) Wide Flange Shapes (Metric Series) Structural Tees (lnch Series) Structural Tees (Metric Series) Profil Kanal
6
Profil Siku Baja Kanal Baja siku-siku samakaki Baja siku-siku tidak samakaki Tegangan-tegangan yang diizinkan menurut N 105b Gaya-pikul (kekuatan menahan) paku-paku keling Daftar Koefisien Tekuk rr.r untuk Baja Fe 360 R u mus-rumus untuk menentukan/ menghitu ng penampang batang-batang baja yang ditekan : [-ight Lip Channels rtight Channel f-{ollow Structural Tubings (mm Size) Lip Channels in back to back arrangement -ip Channels in front to front arrangement Elastic Design Euler Stress Values F'e f or Compression D astic Design Selection Tables Engineering Conversion Factors I 'cular Hollow Sections .
16
18 20 24 29 32 33 34 36 40
M 47
I 4S)
50 52
il 56 56 57 60 66 68
Sizes and Section Properties Wide Flange Shapes (lnch Serbs) Wdght
Section lndex
Deoth of
Flanoe
(A)
(B)
lbs/ft
kglm
300
tn
mm
1n
446.4
36.72
933
280
416.7
36.50
927
260
386.9
36.24
920
245
364.6
36.06
916
1
6.51 2
230
342.3
35.88
911
16.475
194
288
12.1 17
270.8
36.48 36.32
927
923
12.O72
36" WF
182 170
253.0
36.1 6
918
12.O21
36x12
160
238.1
36.0O
914
150
223.2 200.9
35.84
910
11
35.5s
903
36'WF 36 x16-1/2
135
33"WF 33x15-3/4
7
Web Thickness
widlh
Sriction
(t,
mm
rn
16.655
423
16.595
422
16 555
421
Flanoe
Corner
Thickfiess
'
)
Sectional
Radius
(tr)
mm
tn
0 945
24.@
0.885
22.48
0.845
21.46
419
0.802
20.37
418
0.765
19.43
308
o.770
19.56
'r.260
32.00
0.80
307
o.725
18.42
1
.180
29.97
0.80
305
o.680
17.27
1.100
27.94
0.80
12.OOO
305
o.653
16.59
1.020
25.91
.972
304
o 625
15.88
0.940
23 88
1',I.945
303
0.598
1
5.19
o.794
20.17
0.80
mm
rn
mm
1.680
42.67
1.O2
25.9
1.570
39.88
1.O2
25.9
1.440
36.56
1.O2
1.350
34.29
r.260
32.OO
Area cmz
in2
88.1 7
568.8
82.32
531
25.9
76.s6
493.9
1.O2
25.9
72.O3
467.7
1.O2
25.9
67.73
437.O
20.3
57.1
1
368.5
20.3 20.3
53.54 49.98
345.4 322.5
0.80
20.3
47.O9
303.8
0.80
203
4.16
284.9
20.3
39.70
256.1
.
.1
240
357.2
33.50
851
15.865
403
0.830
21 08
1.400
35.56
0.96
24.4
70.52
220
327.4
33.25
845
402
o.775
19.69
1.275
32.39
0.96
24.4
64.73
455.0 417.6
200
297.6
33.OO
838
5.810 'r5.750
400
0.7i5
18.16
1.150
29.21
0.96
24.4
58.79
379.3 288.5
1
1
:
152
226.2
33.50
851
1
1.565
294
0.635
16.13
1.055
26.80
0.75
19.O
4l.71
WF
141
209.8
33.31
846
1
1.535
293
0.60s
15.37
0.960
24.38
0.75
19.O
41.51
267.8
33x11-1/2
130
193.5
33.1 0
841
1
1.510
292
0.580
'14.73
0.8s5
21.72
0.75
19.O
38.26
246.8
118
175.6
32.86
835
11
.484
292
0.554
14.O7
o.738
18.74
o.75
19.0
34.71
223.9
210
312.5
30.38
772
1
05
384
o.775
19.69
1.315
33.40
o.91
23.1
61.78
398.6
I
19Q
2828
30.r2
765
15.040
382
0.710
18.03
't .1
85
30.ro
o.9r
23.1
55.90
360.6
I
256.0
29.88
759
14.985
381
0.65s
16.64
1.065
27.O5
o.91
23.1
50.65
326.8
770
10.551
268
0.615
15.62
1.000
25.N
o.70
17.8
38.83
250.5
10.521
267
0.s85
14.86
0.930
23.62
o.70
17.8
36.45
I
33'
30'wF 30x15
30'wF *x1O-1/2
27'WF 27 x14
172
5.1
a
I
132
196.4
30.30
124
184.5
30.16
116
172.4
30.00
762
10.500
267
o.564
14.33
o.8so
21.59
o.70
17.8
34.r3
235.2 220.2
108
r60.7
29.82
757
10.484
266
0.548
13.92
0.760
19.30
o.70
17.8
31.77
205.0
I
99
147.3
29.U
753
10.458
266
o.522
13.26
0.670
17.O2
0.70
r
7.8
29.11
187.8
a
-766
a
J
177
263.4
27.31
694
14.090
358
o.725
18.42
1.190
30.23
o.86
21.8
52.10
336.1
€
160
238.1
2t.o8
688
14.023
356
o.658
16.71
1.O75
27.31
o.86
21.8
47.O4
303.5
€
145
215.8
26.88
683
13.965
355
0.600
15.24
o.975
24.77
o.86
21.8
42.68
275.4
c
114
169.7
27.28
693
10.070
256
o.570
14.48
0.932
23.67
o.64
r6.2
33.53
218.3
4
102
151.8
27.O7
688
10.018
254
o.518
13.16
o.827
2r.01
0.64
16.2
193.6
91
139.9
26.91
684
9.990
zil
30.o1
o.490
12.45
o.747
18.97
o.64
18.2
27.65
178.4
125.O
26.69
678
9.963
253
o.403
1
1.76
o.636
16.15
o.64
r6.2
24.71
159.4
t
27' WF 27 x10
6
u
2
Moment of lnertia Jx
Radius
Jv
of
Gyration
x
Modulus
of
Section
Zx
tY
Section lndex
Zy
in.
cml
in.
cml
1n
cm
tn
cm
20,290.2
844,600
1,225.2
46,730
15.17
38.s3
3.73
9.47
1, I
18,819.3
783,rtOO
1,127.5
46,320
1
5.12
3.70
9.40
1,031.2
17,233.8
717,NO
1.020.6
45,880
15.00
38.40 38.1 0
3.65
9.27
951
.1
15,588.5
2,O20.9
16,092.2
669,900
9M.7
45,560
14.95
37.97
3.62
9.19
892.5
14.628.1
123.3' 't14.4
14,988.4
623,900
870.9
45,250
14.88
37.80
3.59
9.12
835.5
13.693.8
105.7
1,732.4
12,103.4
503,800 469,600
355.4
14,790 'r3,640
14.56
36.98
2.49
6.32
663.6
10,876,4
58.7
962.1
1452
36.88
2.47
6.27
621.2
10,181.5
54.3
890.O
435,800 405,400
300.6
1
2,510
14.47
36.75
2.45
6.22
579.1
9.491.4
275.4
1
1,460
14.38
36.s2
2.42
6.15
541.0
8,867.O
50.o 45.9
819.5
9,738.8 9,012.1
375,200
250.4
10,420
14 29
6.04
502.9
8,242.5
41.8
685.1
324,500
207.1
8,621
14 01
36.30 35 58
2.38
7,796.1
2.28
5.79
438.6
7,188.6
34.7
568.7
' 3.585.1
565,500 512,500
874.3 782.4
36,400
13.88
35.26
3.52
8.94
811.1
13,293.9
1',to.2
1.806.2
'2.312.1
13.79
35.03
3.48
8.84
740.6
12,138.4
99.0
1,622.6
' 1.048.2
459,900
691.7
32,570 28.190
13 71
34.82
3.43
8.71
669.6
10,974.7
87.8
1,439.0
3 147.6
s39,200
256.1
10,660
13.50
34.29
2.39
6.07
486.4
7,972.1
44.3
726.1
M2.2
309,800
229.7
9.562
13.39
34.O1
2.35
5.97
446.8
7,323.O
39.8
652.3
33" WF
5,699 0
278.900
201.4
8,384
13.23
33.60
2.29
5.82
4048
6,634.7
35.0
33 x11-1/2
5 886.9
245.100
170.3
7,089
13.02
33.O7
2.22
5.64
358.3
5,872.5
29.7
573.7 486.8
) 872.4
410,100
701
I
29,470
12 64
32.1 0
3.38
8.58
649.9
10,651 .9
93.7
1,535.7
82s.9
624.6
26,OOO
12.57
31 .93
3.34
8.48
586.1
9,606.2
83.1
1,362.O
: 891 .5
367.400 328.500
550
1
22,900
12 48
3i.70
3.30
8.38
528
2
8,657.2
73.4
1,203,0
5 753.1
239,500
185.O
7,701
12.17
30.91
2.18
5.54
379.7
6,223.3
35.1
575.3
3 347.1
222,600
169.7
7,064
12.11
30,76
2.16
5.49
354.6
5,81 1.9
32.3
529.4
4 919.1
2@,800
153.2
6,377
12.OO
30.48
2.12
5.38
327.9
5,374.3
29.2
478.6
461.O
185,700
1
35.1
5,624
1
1.85
30.10
2.06
4,903.9
25.8
422.9
166,000
1
16.9
4,866
1
1.70
29.72
2.OO
5.23 5.08
299.2
3 988.6
269.1
4,410.5
22.4
367.1
1
1,281.5
10,470.0
7
3
I
327.7
inr
cm3
05.1
in3
cm3
12.6
147 .1
16,901.4
135.9
2,410.9 2,227.4
r 8,1
1,875.0
752.3
:-?qA
280,1 00
518.9
21.600
1
1.36
28.85
3.16
8.03
492.8
8,077.O
73.7
1,207.9
:-
t1t)
2s0,500
458.O
19,060
1
1.31
28.73
3.12
7.92
444.5
7,285.4
65.3
1,O70.3
I-
aJ
225,400
406.9
16.940
11
.26
28.60
3.09
7.85
402.9
6,603.5
58.3
955.5
169,900 150,000
149.6
6,228
1
1.O3
28.O2
2.11
5.36
299.2
4,903.9
29.7
486.8
129.5
5,391
10.96
27.83
2.O8
5.28
266.3
4,364.7
25.9
424.5
325671
rgO,OOO
1 1
5.',I
4,791
10.87
27.61
2.O4
5.18
242.8
:::33
3,979.5
23.O
377.O
117,600
95.7
3,984
10.69
27.15
1.97
s.oo
211.7
3,469.8
19.2
314.7
40805 3
604
1
i
36'WF 36x1p-1/2
36' WF 36x12
33" WF
33x15-3/4
30" wF 30 x'15
30'WF 30 x 1G1/2
27" WF 27
x14
27'WF x10
27
Wide Flange Shapes (lnch Soriosl- Contirrred Wdght
Section lndex
I
24
WF
24x14
24'WF
24x12
24'WF 24
x9
21 x13
21',WF 21
x9
21' Vtr
21x*1/4
18'WF 18x11-3/4
r-
Web Thickness
widih (B)
(t,
Flanoe Thicknless
Corner
(t,
)
lbs/ft
kg,/m
ln
mm
tn
mm
tn
mm
160
238.1
24.72
628
14.091
3s8
0.6s6
16.66
1
.135
r45
215.8
24.49
622
14.043
357
0.608
15.44
1.020
r30
r
93.5
24.25
616
14.OOO
356
0.565
14.35
0.900
tn
Sectione
Radius
mm
Area
in
mm
in2
cFF
28.83
o.70
17.8
47.O4
303 :
25.91
0.70
17.8
42.62
27a:
22.86
0.70
178
38.21
245
1
120
178.6
24.31
617
12.088
&7
o.556
14.12
o.930
t10
24j6
23.62
o.70
17.8
163.7
35.29
614
12.U2
227'
306
o.510
12.95
r@
o.855
21.72
o.70
17.8
148.8
24.@
32.36
208
E
610
12.OO0
30s
0.468
1
1.89
o.775
19.69
0.70
17.8
29.4ir
189
S
r 78.3
94
139.9
24.29
617
9.061
230
o.516
13.11
o.872
22.15
0.54
84
r3.8
27.63
125.O
24.@
612
9.015
229
o.470
1
1.94
o.772
19.61
0.54
13.8
76
24.71
113.1
607
8.985
228
o.40
159
23.91
1
1.18
o.682
17.32
0.54
13.8
22.37
144.3
23.71
602
8.961
228
0.416
10.57
o.582
14.78
o.54
13.8
20.00
r 29.C
101.2
.
142
2'-t 1.3
z'-t.46
545
13.132
334
0.659
16.74
1.O95
27.81
0.65
r
6.5
127
41.76
21.24
269 4
189.O
539
13.061
332
o.588
14.94
o.985
25.O2
0.65
16.5
1'.t2
166.7
37.y
21.0O
533
2&
-c
13.OOO
330
o.527
r
3.39
o.86s
21.97
o.65
16.5
32.93
212
a
96
142.9
21.14
537
9.038
230
0.575
14.61
o.935
23.75
o.65
'r6.5
82
28.21
182.C
122.O
20.86
s30
8.962
228
0.499
12.67
o.795
20.1
I
o.6s
16.5
24.10
155.5
73
108.6
21.24
539
8.295
z'.t
68
101.2
21 .13
537
8.270
210
1
o.455
r 1.56
o.7Q
18.m
Q.54
13.7
21.46
138.5
o.430
ro.92
o.685
17.q
o.54
13.7
20.o2
r 29.2
82
92.27
20.99
533
8.2n
209
o.400
10.16
0.615
15.62
0.54
13.7
55
8r.85
18.23
117.6
20.80
528
8.215
209
0.375
9.52
o.522
13.26
o.54
13.7
r
6.18
104.4
114
169.7
18.48
469
11.833
301
0.59s
15.1
1
o.991
25.17
o.60
15.2
33.51
105
156.3
18.32
465
11
.792
300
o.554
14.O7
o.911
23.14
o.60
15.2
1
96
30.86
142.9
99.1
18.16
461
1
1.750
298
o.512
13.OO
0.831
21 .11
o.60
15.2
28.22
1
82.1
101.1
216.2
85
126.5
r8.32
465
8.838
224
o.526
13.36
o.911
23.14
18', WF
o.60
15.2
24.97
77
114.8
18.16
461
8.787
223
0.475
12.O7
o.831
18x8-3/4
21.OO
o.60
15.2
70
22.63
146.0
[email protected]
18.00
457
8.750
222
0.438
1
1.13
o.751
19.O8
0.60
15.2
20.56
95.24
132.6
17.87
454
8.715
221
o.rrc3
10.24
o.686
17.42
o.60
15.2
r8.s
121.3
18' WF 18x7-1/2
8
Flanoe
(A)
68
21'WF
Deoth of Section
u 60
89.29
19.25
4U
7.558
192
0.416
10.57
o.695
17.65
o.43
10.9
55
81.85
r8.12
17.84
r r3.8
460
7.532
191
o.390
9.91
0.630
16.00
o.43
50
ro.9
74.41
18.00
r0.r9
to4.5
457
7.500
191
o.358
o.570
14.48
0.43
10.9
45
66.97
14.71
17.86
4il
9.09
94.9
7.477
190
o.335
8.51
0.499
12.67
0.43
ro.9
13.24
85.4
LI{
Mornent
a
r' 35 50 E5
of
lnertia
Radius
Jv in.
cml
tn
of
Gyration
ix cml
tn
Modulus
ty cm
of
Section
Zx
tn
cm
in,
cm3
5,1r0.3
212,7@
492.6
20,510
10.42
26.47
4,561.O
3.23
189.900
8.20
434.3
413.5
18,080
6,777.3
69.9
10.34
1,145.7
26.26
3.19
8.10
372.5
6,105.3
61 .8
10.24
1,012.9
26.O1
3.13
4,O09.5
166.900
375.2
15,620
7.95
330.7
5,420.2
53.6
878.5
1.7
3,635.3
151,300
254.O
ro.570
10.15
t8
25.78
3.3r5.O
2.68
6.81
138,OOO
299.r
229.1
4,90.2.2
9,537
42.O
10.12
25.70
688.4
)-9
2.987.3
2.66
6.76
274.4
4,497.4
10.o8
38.O
25.60
622.8
2.63
6.68
248.9
4,O79.5
33.9
124,m
203.5
8,471
Section lhdex
Zy in!
cm3
5s5.6
24"WF
24x14
24'. WF
24x12
t3
2,683.O
111,700
102.2
4,254
9.85
25.O2
2,364.3
1.92
98,420
4.88
)-a
88.3
220.9
3,676
3,620.6
9.78
22.6
24.84
370.4
1.89
4.80
r96.3
3.217.4
19.6
321.2
24'. wF
24x9
i-3
2,096.4
87,270
76.5
3,184
o
9.68
24.59
r,814.5
1.85
75.530
4.70
175.4
63.8
2,874.8
2,656
17.O
9.53
278.6
24.2.1
1.79
4.55
1
53.1
2,590.3
14.2
232.7
1
3.403.1
141,700
385.9
16,060
9.03
22.94
3.04
9
7.72
3,O17.2
125,600
317.2
338.6
5,1 98.9
14,100
58.8
8.99
22.83
963.7
3.O1
7.64
284.1
4,656.4
51 .8
8.92
849.0
22.66
4.O90.9
44.6
731.O
5
2.620.6
109.100
289.7
12.060
2.96
7.52
249.6
21" WF .,1
x13
0
2.088.9
86,960
109.3
4,550
8.60
1.752.4
21.84
1.97
5.OO
72,950
197.6
5
89.6
3.238.7
3,730
396.6
2'.1.67
't.93
24.2
8.53
21" WF
4.90
168.O
2.753.5
20.o
327.8
21
xg
t
1.600.3
66,620
66.2
2,756
8.64
21.94
1.76
I
't,478.3
6t,5@
4.47
r
50.7
60.4
2.470.O
2,514 2,210
16.0
8.59
262.2
21.82
1.74
4.42
139.9
2,293.O
14.6
8.53
21.67
239.3
1.71
4.34
21'
126.4
8.&
2,O71.7
12.9
21.34
211.4
1.65
21x8-1/4
4.19
109.7
1,798.O
10.7
175.4
D
l )
1,326.8
1,1&.7
55,230
47.490
53.1
4.O
1,832
2.033.8
84,660
255.6
10,640
7.79
19.79
!.852.5
2.76
7.O1
77,120
220.1
231.O
3,607.4
9,616
43.2
7.75
708.0
19.68
2.73
6.93
202.2
3,314.0
8,609
39.2
7.70
642.5
19.56
2.71
6.88
184.4
1,674.7
69,710
206.8
3,O22.3
35.2
576.9
WF
18" WF x 11-3/4
18
1.429.9
59,520
99.4
4,138
7.57
19.23
1,286.8
2.@
5.08
1
53.570
56.1
88.6
2,558.s
3,688
22.5
7.54
368.8
19.15
1.98
5.03
141.7
2,322.5
20.2
7.49
r9.o2
331.1
1.95
18'WF
4.95
128.2
2,101.2
17.9
293.4
18.95
18
1.93
4.90
1
l7.O
1,917.6
l6.r
263.9
2U.9
1.153.9 1,O45.8
48,O30
43,530
78.5 70.3
3,268 2,926
7.46
984.0
40.960
47.1
1,961
7.47
18.97
1.63
889.9
4.'.14
37,UO
107.8
1,78
1,766.8
42.O
12.5
7.41
18.82
1.6r
4.O9
98.2
r,609.5
1,54t!
11.1
7.38
181.9
18.74
I.59
4.U
89.0
1,458.7
7.30
9.9
162.3
18.54
1.55
3.94
78.9
1,293.2
8.s
139.3
[email protected] 704.s
33.330 29,330
37.2
31.9
1,328
x8-3/4
18'WF 18x7-1/2
I
Wide Flange Shapes llnch Serieo)-Continued Weight
Section lndex
lbs/ft
16'WF 16x11-1/2
16'WF 16xB-1/2
96 88
Flanoe
(A)
(B)
kglm
tn
mm
142.9
16.32
131.O
16.16
415 410
78
116.1
16.32
415
71
105.7
16.16
410
64 58
95.24
16.00
86.31
15.86
406 403
Web Thickness
width
Sriction
Flanoe (
mrTt
ln
mm
tn
mm
1
1.533
13.59
o.5@
12.80
o.875 o.795
22.23
1.502
293 292
o.535
1
2'.\.8
o.529 o.486
13.M
0.875 o.795 0.715 o.645
22.23 20.19
8.586 8.543 8.500
8.464
217
12.34
o.443
11.25
o.N7
10.34
0.380 0.346 0.307 0.299
9.65 8.79 7.80 7.59
o.628 o.563 o.503
14.30
o.428
10.87
3.O33
77.O4
72.21
53.1 6
49.23
74.41
16.25
413
7.O73
180
16.12
/tOg
N
7.039
179
x7
66.97 59.53
16.00
/tOo
7.@O
36
53.57
15.85
403
6.992
178 178
426
634.O
18.69
424
1.875
18.31
16.590 16.475
421
1.770
47.63 44.96
370 342
592.3 550.6 s09.0
42.O4
1.545
39.24
476.2
16.81
1.890
48.O1
314 287
'467.3
1'7.19
437
.415
35.94
427.1
16.81
30
1.310
33.27
2.843 2.6s8 2.468 2.093 2.283 2.093
264 246
392.9
16.50
16.025
407
1.205
30.61
1.938
366.1
16.2s
15.945
352.7
16.12
228
16.00 15.87 15.75
400
28.58 27.e9 26.54 25.53 24.89
202
339.3 325.9 314.0 300.6
405 404 403 402
1.125
237
427 419 413 409 406 403
418 416 424 412 410
1.655
*3zo
475 465 456 446 427
16.695
398
15.63
193
287.2
15.50
397 394
184
15.38
391
176
273.8 261.9
15.25
167
248.5
15.12
387 384
158
235.1
15.OO
381
150
223.2
14.88
142
2'.t't.3
14.75
378 375
136
202.4
14.75
127
189.O
14.62
119
177.1
14.50
111
165.2
14.37
103
153.3
95 87
141.4 129.5
14.00
14'WF 14x16
219 211
14' WF
14x1+1/2
f,lote:
*
16.365
16.710
16235 1
6.1
15.9r
O
15.865 15.825
15.800 15.750 15.710
15.660 15.640 15.600 15.550 15.515 15.500
401
400 399 398 397 396 39s 394 394
375 371 368 365
14.7N
374
14.690 14.650 14.620
373
14.25
362
14.575
14.12
359 356
14.545
Column Core Section
14.500
I
216 215
50
17.56
20.1
372 371 370 369 368
1
1.090 1.O45 1.OO5
0.980 0.930 0.890 0.840 0.820 0.780 0.730 0.695 o 680
18.16 16.38
15.95 12.78
67.51
62.69 53.1 6
57.99
.813
46.05
1.748
M.40
1.688
42.88
1.623
41.22
1.563
39.70
1
23.62
1.503
38.1 8
22.61
1.438
36.53
21.34 20.83
1.378
35.O0
1.313
19.81
1.248
33.35 31.70
18.54
1
17.65
1.128
28.65
17.27
1.063
27.OO
,188
30.1
I
0.660 0.610 0.570
16.76
1.063
27.@
15.49
.2s.35
o.s40
13.72
o.495 o.465
12.57
o.998 0.938 o.873 o.813
1
1.81
o.748
19.OO
o.420
'to.67
o.688
17.48
14.48
Sectional Area
Radius
tz)
1n
45
't7.94
Corner
Thickfress
(t,i
16'wF 16
10
Deoth of
23.83 22.17
20.65
ln
mm
in2
0.60 o.60
15.2
28.22.
1
15.2
25.87
167.0
0.60 0.60 o.60 0.60
15.2
2},02
147.9
15.2
20.86
134.6
0.43 o.43 0.43 o.43
o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 o.60 o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
0.60 0.60 0.60 o.60 0.60 0.60 0.60
cmr 82.1
15.2
18.80
121.3
15.2
't7.o4
109.9
10.9
14.70
94.8
10.9
13.24
85.4
10.9
11.77
75.9
10.9
10.59
68.3
15.2
125.25
15.2
1
15.2
16.98
808.1
754
t'
15.2
108.78 100.59
15.2
94.12
607.2
15.2
595.s
15.2
92.30 84.37 77.63 72.33 69.69 67.06 64.36
15.2
62.O7
15.2 15.2
s9.39 56.73
15.2
54.O7
348.8
15.2
51.73
333.7
15.2
49.O9 46 47
316
15.2
44.O8
284.1
15.2
41.85
270.C
15.2
39.98 37.33 34.99 32.65 30.26 27.94 25.56
257.9
15.2 15.2 15.2 15.2 15.2
15.2
15.2 15.2
't5.2 15.2 15.2 15.2
701.8 649.C
544.3 500 E 466.6 2t49.6 432.e 415.2
400.s 383 2 366.C
7
299.8
2N.8 225.7 210.6 195.2
180.3 164.9
Moment of lnertia in.
cml
207.O
! I
1,042.6
43,400
87.5
i I I
I
l I I
; !
i
1.95
17.01
1.93
6.66
16.92
1.91
4.95 4.90 4.85 4.78
3.91
16.81
655.4 583.3 515.5 446.3
27,280 24,280 21,460 18,580
34.8 30.5 26.5
1,49
16.97
1.54
22.1
920
6.68 6.64 6.62 6.49
5,610.3 5.013.7
275,200 250,300
5,454.2
227,OOO
.1.91
1
204,400 172,400 1 83,1 00 162,800 146.800 134,400 128,200 122,500
.5
1.141.7 .1,399.4
3.228.9 3.080 9
2.671 .4
11 1,200
I l ] l I I I
17.12
662
i
D
6.74 6.70
2,518
1
]
3,642 3.243
1.88
2.798.2
I
2.67
2,847
I
I I
2.71
17.45
68.4 60.5
2.942.4
I
17.60
6.87
77.9
!
t
6.93
34,710 31,700
3,526.0 i
8,625 7 .710
39,OO0
105,700 100,ooo 94,700 89,480 84,120 19,120 74,380 69,610
2.538.8 2 402.4
:2748
:
16.500
149.6
:3208
' :"lO 6 --369 "a122
' 593 0 '.1.767 . :73 1 ' :66 5 '65 8 ' f53 5 316,6I
4O,25O
1,103
2,359.5 I 98,220 2.169.71 90,320 1,986 0 82,670 | 1,806 9 I 75,220 16351I 68,070 1 .631 .4 I 67,910 1,466.5 61,050 | 1.331.2 55,420 1,226.61 51,060 48,900 1 ,1 74.8 1,12481 46,820 44,680 1,O73.2 I
|
1,028.6 979.7
930
1
882.7
837.9 790.2 745 0 702.5 660.1
i
66.310 61,470 57,160 52,720 48,530 44,270
1,270
567.7
527.6 491.8 454.9 419.7
383.7 349.7
42,820 40,780 38,720 36,740 34.880 32,890 31.010 29,240 27.480
23,630 21,960 2A,470 18,94C)
17,470 r 5,970 14,560
Section
6.88 6.78
Sec6on
Zy
inr
cm
In
936.9 833.8 ?46.4
3,91 2.'l
i
185.2
of
Zx
ty cm
cml
56,410 50,890
Modulus
Gyration
tn
inl
,355.1 1,222.6
1
of
tx
J
Jx
I
Radius
cm3
lndex
in3
cmr 588.4 527.8
2,722.4 2.479.8
35.9
151.3
127.8
2,094.6
20.4
15.9
1,899.6
18.2
104.2
1,707.8
16.1
94.1
1.542.3
14.3
334.4 298.3 263.9 234.4
80.7
1,322.7
9.8
160.6
8.7
66.1
1
1
32.2
16',WF 16 x11-1/2
16" WF 16
x8-1/2
16,86
1.62
3.86
72.4
1,186.6
142.6
16'WF
16.81
1.50
3.81
64.4
1,055.5
7.6
124.6
16
16.48
1.45
3.68
s6.3
922.8
6.3
103.2
7.26
18.44
4.34
11 .O2
18.21
4.31
10.95
707.4 6s6.9
7.08
17.98
10.84
608.1
10.77 10.59
559.4 492.8
1,594.3 10,766.6 9.966.8 9,168.6 8,077.0
282.7
7.17
10.67
51 1.9
8,390.0
201.0
4,633.4 4,287.6 3,951.6 3,618.9 3.207.5 3,294.4
465.5 4?7.4 397.4
7,629.5
181.8
2,979.7
66.1
1
I
261.6 | I
241.1
I
220.8
6.99 6.63 6.90
17.75 17.53
4.27 4.24 4.17 4.20
6.81
17.30
4.17
10.59
6.74
17.12
4.14
10.52
6.68
16.97
4.12
10.46
6.65
16.89
4.11
10.M
382.2
6,264.2
147 .7
2,772.4 2,522.4 2,420.8
6.62
16.8',r
10.41
141.8
2,324.1
16.74
5,779.1
135.6
2,222.5
6.56 6.54
16.66
4.O7
10.34
367.8 352.6 339.2
6,O28.2
659
4.10 4.08
5,559.5
130.2
2,134.O
16.61
10.3'l
324.9
5,325.1
124.4
2,038.9
6.51
16 54
4.06 4.05
10.29
310.O
5,080.9
1
18.4
1,940.6
6.49
16.48
4.O4
10.26
295.8 281.9
112.7
1,847.2
07.1
1,755.4
101.3
1,660.3
9s.8
1,570.2
90.6
1,484.9
85.2
1,396.4
16.84
195.7 |
| I
10.36
]
7,005.1
1
6,513.4
153.9
6.37
16.1 8
3.99
10.1 3
6.32
'r6.o5
3.97
10.o8
226.7
4,848.2 4,620.3 4,381.0 4,153.2 3,936.9 3.715.6
6.31
16.03 15.98
9.58 9.55 9.52
216.0
3,54o.2
77.O
1,262.0
202.O
3,310.7'
71.8
1,176.8
189.4
67.'l
1,099.8
9.47
176.3
62.2
1,019.4
9.45 9.42 9.40
163.6
3,104.3 2,889.6 2,681.4 2,468.3 2,263.4
57.6
944.1
52.8
865.4
48.2
790.O
6.45
16.38
4.O2
10.21
642
1
6.31
4.01
1
6.18
267.3
6.40
16.26
400
10.1 6
253.4 240.2
6.21
15.77
3.77 3.76 3.75 3.73 3.72
6.1 7
15.67
3.71
6.15
15.62
3.70
6.29 6.26 6.23
15.90 15.82
150.6 138.1
1
x7
14"WF '14
x 16
14'WF
14x1+1/2
11
Wide Flange Shapes (
lnch Seriesl - Continued Section lndex
Weight
lbs/ft
Flanoe
(A)
(B)
Web
widih
Section
Thickness (t,
kg/m
ln
mm
in
mm
tn
)
Jnm
Flanoe
Thickicss (trI tn
mm
Sectirar
Corner
Are
Radius tn
mm
in2
cn'
14"WF
84
125.0
14.18
360
12 023
305
0 45'r
1
1.46
o.778
19 76
0.60
15.2
24.71.
'l5g
14x12
78
1
16.'l
14 06
357
12000
305
o 428
1
1.87
o 718
18 24
o.60
15.2
22.94
14E :
14'WF 14x10
74
110.1
14.r 9
360
10.o72
256
o.450
1
1.43
o.783
19.89
o.60
15.2
?1.76
14O
68
101.2
14.06
357
10.040
255
o.418
10.62
o.718
18.24
0.60
15.2
20.oo
61
90.78
13.91
353
10.000
254
o.378
9.60
0.643
16.33
o.60
15.2
17.94
: il5r00 [
14' WF 14
x8
4
r
12S
53
78.A7
13.94
354
8.062
205
0.370
9.40
0.6s8
16.71
o.60
15.2
15.59
48
71.43
13.81
351,.
8.031
204
0.339
8.61
o.s93
15.06
o.60
15.2
14.1I
91i
43
63.99
13.68
347
8.000
203
0.308
7.82
o.528
13.41
o.60
15.2
12.65
81 r
38
56.55
14.12
359
6.776
172
0.313
7.95
0.513
13.03
0.43
10.9
11.17
72'
34
50.60
14.OO
356
6.750
171
o287
7.29
0.453
1
1.51
0.43
10.9
10.oo
645
30
M.&
13.85
352
6.733
171
o.270
6.86
0.383
9.73
o.43
10.9
8.81
56.r
190
282.8
14.38
365
12.670
322
1.060
26.92
1.736
4.O9
0.60
15.2
55.86
360.4
151
239.6
13.88
353
12.515
318
o.905
22.99
1.486
37.74
o.60
15.2
47.38
305.7
133
197.9
13.38
340
12.365
314
o.755
19.18
1.236
31.39
0.60
15.2
39.11
252.3
120
178.6
13.12
333
12.320
3r3
0.710
18.O3
1.106
28.09
o.60
15.2
35.31
227.8
106
157.7
12.88
327
12.230
311
0.620
15.75
o.986
25.M
o.60
15.2
31.19
201.2
99
147.3
12.75
324
12.190
310
0.580
14.73
o.921
23.39
o.60
15.2
29.O9
187.7
92
136.9
12.62
3?1
1
2.1 55
309
o.545
13.84
o.856
21.74
0.60
15.2
27.06
174.6
85
126.5
12.50
318
1
2.1
05
307
o.495
12.57
0.796
20.22
0.60
15.2
24.98
161.2
79
1
17.6
12.36
314
12.080
307
o.470
1
1.94
o.736
18.69
o.60
15.2
23.22
149.8
72
107.1
12.25
311
12.ON
306
0.430
10.92
o.671
17.U
o.60
15.2
21.r6
136.5
65
96.73
12.12
308
12.OOO
305
o.390
9.91
0.606
15.39
0.60
r5.2
19.11
123.3
12',WF
58
86.31
12.19
310
10.o14
254
o.359
9.12
0.641
16.28
o.60
15.2
17.06
t 10.1
12x10
53
78.87
12.06
306
ro.0@
254
o.345
8.76
o.576
14.63
0.60
1s.2
r5.59
100.6
50
74.41
12.19
310
8.O77
26
0.37r
9.42
0.641
r6.28
0.60
15,2
14.71
94.9
45
66.97
r2.06
306
8.O42
2*
0.336
8.s3
0.576
14.03
0.60
15.2
13.24
85.4
&
59.53
1
1.94
303
8.mo
203
0.294
7.47
o.516
13.11
0.00
15.2
11
.17
75.9
36
53.57
'12.24
311
6.565
167
0.305
7.75
o.540
13.72
o.37
9.rto
10.59
68.3
31
46.13
12.09
307
6.525
166
0.265
6.73
0.465
11.81
0.37
9.40
9.12
58.8
27
@.18
1
1.96
3o/1
6.500
165
o.2N
6.10
0.400
10.16
0.37
9.40
7.97
51.4
14' WF 14x6-3/4
12'WF
12x12
12'.WF 12
x8
12' .WF
12x6-112
12
Deoth of
Moment of lnertia
!
Jx )ttt'
i3l
,:[4
c:
,ta
ra L
inr
Radius
Jy cm'
of
Gyration
x
Modulus
of
Section
Zx
tY
Section lndex
Zy
int
cml
tn
cm
in
cm
in3
cm3
in3
cm3
928.4
38,6s0
225.5
9,387
6.13
15.57
3.02
7.67
130.9
2.145.4
37.5
614.6
14'WF
851.2
35,430
206.9
8.613
6.O9
15.47
3.OO
7.62
121.1
1,984.8
34.5
565.4
14x12
796.8
33,170
133.5
5,557
6.O5
15.37
2.48
6.30
112.3
1,840.6
26.5
434.3
724.1
30,1rto
121.2
5,O45
6.02
15.29
2.46
6.25
r03.0
1,688.1
24.1
39s.0
641.5
26,76
107.3
4,467
5.98
15.19
2.45
6.22
92.2
1,511.2
21.5
352.4
542.1
22,570
57.5
2,394
5.90
14.99
1.92
4.88
77.8
1,275.1
14.3
234.4
484.9
20,180
51.3
2,136
5.86
14.88
1.91
4.85
70.2
1,150.6
12.8
209.8
429.O
r7,860
45.r
1,877
5.82
14.78
1.89
4.80
62.7
1,O27.6
1
1.3
185.2
385.3
16,040
24.6
1,O24
5.87
14.91
1.49
3.78
54.6
894.9
7.3
1
339.2
14,124
21.3
886.8
5.83
14.81
1.46
3.71
It8.5
794.9
6.3
1o3.2
289.6
r2,060
17.5
728.5
5.73
14.55
1.41
3.58
41.8
685.1
5.2
85.2
1,892.5
78,780
589.7
24,550
5.82
14.78
3.25
8.26
263.2
4,313.8
93.1
1,525.9
1,541.8
64,180
48,6.2
20,2N
5.70
14.48
3.20
8.13
222.2
3,641.8
77.7
1,273.5
',,221-2
50,840
389.9
16,230
5.59
14.24
3.16
8.03
182.5
2,991.?
63.1
't,ou.2
i,o71.7
u,610
345.r
14,360
5.5r
14.OO
3.13
7.95
163.4
2,678.1
s6.0
917.8
930.7
38.740
300.9
12,520
5.46
13.87
3.11
7.90
144'.5
2,368.4
49.2
806.4
858.5
35,7N
278.2
11,580
5.43
13.79
3.O9
7.85
13tl-.7
2,207.7
45.7
749.O
788.9
32,W
256.4
10,670
5.40
13.72
3.08
7.82
125.0
2,O48.8
42.2
691.6
723.3
30.r 10
235.5
9.803
s.38
13.66
3.O7
7.82
1
15.7
1,896.3
38.9
637.6
663.O
27,ffi
216.4
9,008
5.34
13.56
3.Os
7.75
107.1
1,755.4
3s.8
586.8
597.4
24,870
195.3
8,130
5.31
13.49
3.04
7.72
97.5
1.598.0
32.4
531.O
533.4
22,2@
174.6
7,268
5.28
13.41
3.02
7.67
88.0
1,42.3
29.1
476.9
476.1
19,820
1o7.4
4,471
5.28
13.41
2.51
6.38
78.1
1,280.0
21.4
350.7
4?6.2
17,7&
96.1
4,000
5.23
13.28
2.48
6.30
70.7
1,158.8
19.2
314.7
19.6
t1
394.5
10,420
56.4
2,W
5.18
13.16
1.96
4.98
u.7
1,060.4
't4.o
ia
229.5
350.8
14,600
so.o
2,081
5.15
13.O8
1.94
4.93
58.2
953,9
12.4
203.2
3r0.1
12,910
4.1
1,836
5.13
13.O3
1.94
4.93
51.9
850.6
11.0
r80.3
280.8
1r,690
23.7
986.6
5.15
13.O8
1.50
3.81
45.9
752.3
7.2
118.O
238.4
9,924
19.8
824.2
5.t I
12.98
1.47
3.73
39.4
645.8
6.t
100.o
[email protected]
8,498
16.6
691.O
5.06
12.85
1.4
3.66
34.1
558.9
5.1
83.6
|.
14'WF 14
x'tO
14'WF 14
x8
14'WF
14x6-3/4
12' WF 12x',|2
12'WF 12x10
12'WF 12
x8
12'WF 12x6-1/2
13
Wide Flange Shapes {
lnch Series)- Continued Weight
Section Index
lbs/ft
l0' 10
wF
xg
r0'wF toxS-3/4
8' wF 8x8
8'
(B)
kg/m
tn
mm
Web
widih
tn
Flanoe
Thickness (t,
mm
tn
Corner
Thickiess
mm
Sectiona
Radius
(tr)
)
Area
tn
mm
tn
mm
inz
166.7
1
1.38
289
10.415
265
o.755
1
9.18
too
1.28
31.70
148.8
o.50
11.12
12.7
10.345
32.92
263
o.685
17.N
1.1l8
89
132.4
28.Q
0.50
10.88
12.7
10.275
29.43
183
261
0.615
r
5.62
o.998
25.35
0.so
12.7
26.19
169 :
Zt-L
77
114.6
10.62
282 276 270
10.195
259
0.535
13.59
o.868
22.O5
72
10.50
o.50
107.1
12.7
267
r0.170
22.67
258
o.510
14€ ;
12.95
o.808
20.52
0.50
12.7
10.38
t0.r
21.18
13a
17
257
i
o.457
1
1.61
o.748
19.OO
o.50
12.7
19.41
125
:
66
60
98.22 89.29
10.25
264 260
10.o75
256
0.415
1o.il
o.683
17.35
54
80.36
10.12
257
10.028
255
0.368
9.35
0.618
15.70
o.50 'o.50
49
72.92
10.00
254
10.000
254
o.340
8.64
o.5s8
14.17
45
66.97
10.12
257
8.O22
2U
o.3so
8.89
0.6r8
39
58.04
9.94
7.990
203
0.318
8.08
o.528
33
49.1r
9.75
252 248
7.964
202
o.292
7.42
0.433
11.00
!
12.7
r
12.7
15.88
102:
o.50
12.7
14.&
Q]E
r5.70
o.50
12.7
13.24
o.50
12.7
r 1.48
8Ss 7l
:rB
13.41
0.50
12.7
9.7r
Ort
'-l
7.66
29
43.16
10.22
260
5.799
147
o.289
7.U
o.s00
12.70
25
37.20
o.32
10.08
8.12
256
5.762
8.53
146
o.252
6.40
o.430
1o.92
0.32
21
31.25
9.90
8.12
251
5.750
r46
o.2&
7.35
6.10
o.3@
8.64
o.32
8.12
6.19
1
13;
:':g
Et r J-i
4lu 3SI
67
99.71
9.00
229
8.287
210
0.575
14.61
0.933
23.70
0.40
10.2
58
86.31
8.75
t9.70
121
222
8.222
209
0.510
12.95
o.808
20.52
o.40
10.2
17.06
l lc
48
71.43
8.50
216
8.117
&
206
0.405
r0.29
o.683
17.35
o.€
10.2
14.11
Olr
59.53
8.25
210
8.O77
205
0.365
9.27
o.558
14.17
o.40
10.2
1
1.76
7G!
35
52.09
8.12
206
8.O27
2U
0.315
8.00
0.493
12.52
o.40
10.2
31
46.13
r0.30
203
6CE
8.OO
8.000
203
0.288
7.32
o.433
11.00
o.@
10.2
9.12
5€.r
WF
28
41.67
8.06
205
6.540
166
0.285
7.24
8xe-1/2
0.463
r 1.76
o.40
10.2
35.72
8.23
E?
24
7.93
201
8.500
165
o.245
6.22
0.398
10.11
0.40
10.2
7.06
45!
8'
WF
20
29.74
8.14
207
5.268
r34
o.2N
6.30
8x5-1/4
0.378
9.60
0.32
8.r 2
17
25.30
8.@
5.88
203
5.250
133
0.230
5.84
0.308
7.82
o.32
8.12
5.OO
3;I 51.-r
8' WF 6x6
14
Flanoe
(A)
Sriction
112
10' wF
10x10
Deoth of
3a
:6
E tr
25
37.20
6.37
182
6.080
154
0.320
8.13
'0.456
I r.58
0.25
20
6.35
7.35
29.7A
8.20
157
4lr
6.018
153
13
0.258
6.55
0.367
9.32
0.25
6.35
15.5
5.88
('
23.O7
6.OO
152
6.000
152
o.2&
Jit
6.10
0.269
6.83
0.25
6.35
4.59
23!
r 5
5'WF
18.5
27.63
5.12
130
5.025
128
0.265
5x5
6.73
o.420
10.67
0.30
7.A2
18
5.45
23.81
5.OO
127
5.0oo
127
o.2&
6.10
0.360
9.14
0.30
7.A2
4.70
3s: trj
4' WF 4x4
13
19.35
4.16
106
4.0@
122
0.280
7
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0.345
8.30
0.313
7.95
3.82
:DC "
:-
;f
"r,]:
il.:I"'7'ts'h I
Y
Mornent of lnertia
Inlr I crrt
in.
I 212. I t8(}.9
718.7
29,920
235.4
9,799
4.67
1
625.0
26,O20
206.6
8,600
4.61
542.4
22580
180.6
7,518
4.55
1
457.2
19,030
153.4
6.386
4.49
1
Jx
Radius
Jy in.
cml
teo 3
r35
G
Gyration
cml
Modulus
cm
tn
of Section
Zx l^Jx\
v
Zy
t^s
cm
in3
cm3
1.89
2.67
6.78
126.3
2,O70.O
45.2
[email protected]
11.71
2.65
6.73
112.4
1,842.2
39.9
654.O
1.56
2.63
6.68
99.7
1.634.1
35.2
576.9
1.40
2.60
6.60
86.1
1,411.2
30.1
493.3
in3
cm3
420.7
17,510
141.8
5,903
4.46
1
1.33
2.s9
6.58
80.1
1,312.8
27.9
457.3
15,920
129.2
tt39
382.5 3/.3.7
5,378
4.4
11.28
2.58
6.55
73.7
1,207.9
25.5
417.9
14,310
1
16.5
4,850
4.41
11.20
2.57
6.53
67.1
1,099.8
1CZs
23.1
378.6
305.7
12.720
103.9
4,325
4.39
1
1.15
2.56
6.50
60.4
990.O
20.7
339.3
92.9
272.9
11.360
93.O
3,871
4.35
1
1.O5
2.54
6.45
54.6
894.9
18.6
304.8
86.
248.6
10,350
53.2
2,215
4.33
11.00
2.OO
5.08
49.1
711
804.7
13.3
8,729
4.9
218.0
209.7
1,869
4.27
10.84
1.98
62r
5.03
42.2
691.6
1't.2
183.6
170.9
7
,114
36.5
1.519
4.20
10.67
1.94
4.93
3s.o
573.6
9.2
150.8
550
157.3
6,s48
15.2
632.8
4.29
10.90
1.34
17a
3.40
30.8
504.8
5.2
8s.2
133.2
5.545
12.7
3tlt
528.7
4.26
10.82
1.31
3.33
26.4
432.7
4.4
72.1
106.3
4,425
9.7
403.8
4.14
10.52
1.25
3.18
z'.t.5
352,4
3.4
55.7 350.7
r252
127'
Section lndex
-r\
tn
I
r.6
of
x
10'WF 10x10
10'WF
lo x8
10' WF 10
x5-3/4
rl0.
271.8
11,310
88.6
3,688
3.7'.!
9.42
2.12
5.38
60.4
990.O
21.4
227.3
9,462
74.9
3,1 18
3.65
9.27
9rc
2.10
5.33
52.O
852.3
18.2
298.3
183.7
7,il7
60.9
2,535
3.61
9.17
2.O8
s.28
43.2
708.O
7GE
15.O
245.8
6,O90
49.O
2,W
8'WF
146.3
3.53
8.97
2_U
5.18
35.5
581.8
12.1
665
198.3
8x8
126.5
5,266
42.5
1,769
3.50
8.89
2.O3
3.1.1
58r
509.7
10.6
173.7
109.7
4,567
37.0
1,540
3.47
8.81
2.O1
5.16 5.10
27.4
449.1
9.2
150.8
53'
97.8
4,O71
21.6
899.2
3.45
8.76
't.62
4.11
24.3
455
398.3
6.6
108.2
82.5
3,4U
18.2
757.6
3.42
8.69
1.61
4.09
20.8
340.9
5.6
91.8
8x6-'.t/2
.
8.WF
69.2
2,881
8.50
353.8
3.43
8.71
1.20
3.O5
17.0
32:
278.6
3.2
52.4
2,W
8'WF
56.4
6.72
279.7
3.36
8.s3
1.16
2.95
14.1
231.'.|
2.6
42.6
8
47.
53.5
2,227
'17.1
71 1.8
2.69
6.83
1.52
3.86
r6.8
275.4
5.6
91.8
41.7
1,736
13.3
ztc
553.6
2.66
6.76
1.50
3.81
13.4
219.6
4.4
72.1
30.3
1,261
9.69
4o,3.4
2.s6
6.50
1.45
3.68
10.1
165.5
3.2
52.4
36:
25.4
1,O57
r/s
r3 ,.C.
x5-1/4
6,WF
6x6
8.89
370.O
2.16
5.49
1.28
3.25
9.94
162.9
3.54
58.0
5'WF
21.3
886.7
7.51
312.6
2.13
5.41
1.26
3.20
8.53
139.8
3.00
49.2
5x5
r 1.3
470.3
3.76
t
56.5
1.72
4.37
o.99
2.51
5.45
89.3
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Light Beams and Joists (lnch Seriel Weight
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L 14X5
L 14x4
L 12x4
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46.13
15.84
402
26
38.69
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13.89
22
13.72
17.2
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22 19
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6.99
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6.35
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353
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0.255
6.48
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5.000
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0.230
5.84
0.335
14.00
356
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102
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533
32.74
12.31
313
4.030
102
o.260
28.28
12.16
309
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16.5
24.55
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20.83
11.91
303
3.970
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6.10
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6.22
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0.30
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6.45
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14.88
7.90
201
3.940
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4.32
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23.81
6.25
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10.26
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12.65
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4.93
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6.39
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1.13
362.5
6.24
15.85
1.47
8.26
343.8
5.63
14.30
6.40
266.4
5.52
14.O2
6,131
2.65
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5.40
13.72
6,482
4.55
189.4
4.91
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152.8
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12,410
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2.87
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770.3
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68.67
2.72
38.1
624.5
3.17
51.96
1.04
2.64
34.9
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3.29
53.92
o.99
2.51
28.8
472.O
2.56
41.96
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344.2
1.32
21.63
12.47
0.84
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414.7
2.26
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2.06
21.4
350.7
1.83
29.99
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1.93
17.5
286.8
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22.78
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117
174.1
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14.885
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138.5
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30,520
261.9
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300
16
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9,140
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307.6 267.4
339,000
210
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360.7
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fio 843 68t 400 x400 115
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mm
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406
403
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24
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400
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Radius of Gyration
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cm3
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26,2@
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218.7
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214.4
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299
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300
r50
6.5
32.O
298
149
5.5
I I
13
46.78
7,210
508
12.4
3.29
40.80
67.7
6,320
42
481
13
12.4
3.29
424
59.3
21
r Wide Flangre Shapes lMrtr!
Seriee)-Continued
Section lndex
Weight
mm
250x250
Degth Flangr Section Width (A) (Bl
kg/m
mm
82.2 72.1
il.4 250x175
250 x 125
4.1 29.6 25.7 65.7
200x2@
56.2 49.9
200 x 150
200 x too
175xr75 175xt25
t75x
90
150 x 150
r50x
100
150x
75
t25 x 125
t25x l00x
t00x 22
80
100
50
30.6
(t')
mm
mm
m mm'
cm2
255
14
14
I
t6
250
t4
16
24 24
194
13
7
125
6
124
5
l6
11
I I
Msdulirs of Section
(,yratton
.tv
lx
I-cm.
,Y
Zx
Zv
cm
cm
cmr
cml
11,5@
3;88O
10.5
92.18
6.09
10,8@
919
3,650
r0.8
84.70
6.29
9,930
867
3,350
292
10.8
6.29
8.790
2.9N
801
269
10.3
5.98
720
233
6,120
984
10.4
4.18
502
113
4,O50
294 2ss
82.06
16
I
of
Radius
lnertia
cml
104..7
16
It
11
175
zso
208 2@ 2@
8
ruomenG?-
Radius Sectione 1 Area l-Ir ( r)
250
249 252
I
Corner
250
24 24
66.s
Thickness Web
56.24
12
37.66
12
32.68
l
I
3,540
ro.4
2.79
10.4
2.79
324 28s
301
t
47.O 41.1
202
10
16
2U
13
83.69
12
8.83
13
71.53
6,530 4.980
2,2@
12
5.13
628
1,7@
8.35
63.53
4.88
4,720
498
1,6@
187
8.62
5.02
472
r60
39.O1
2,690
507
8.30
3.61
277
200
8
150
12
13
I
6
l3
218
67.6
21.3
2@
r@
5.5
8
11
18.2
198
27.16
99
1,8N
4.5
r34
7
8.24
11
23.18
2.22
1,580
184
114
26.8
8.26
2.21
160
23.0
2,880
984
7.50
4.38
330
1.530
261
7.18
2.97
t8r
41.8
7.26
2.06
139
21.7
563
6.39
3.75
219
75.1
151
6.17
2.37
138
30.1
6.t r
1.86
5.29
3.11
4.95
1.32
86.1
4.18
2.47
76.5
3.98
1.12
37.5
Q.2 23.3 18.1
31.5 21.1
14.0
23.8 13.2
17.2 9.30
175 169
175 150
r48 150 125 125
1@ 100
175
7.5
125
5
150
75
125 80 100
s0
7
10
6.5
6 6
5
9
I
I 7
29.65
I
23.U
1t
&.14
l1
26.84
I
7
9
51.21
12
8
6 5
12
I
5.5
90
1@
1t
10
r 7.85
30.3t
j
r6.84
lo
2r.90
8
1
1.85
1.210 1,6@ 1,O20
666 847 413 383 187
97.5
49.5 293 29.2
134 14.8
88.8
r36
112
13.2
47.O
9.73
2e.7
5.91
-'l_
TJI rl
-t"
I !
I I
I
i
sof m
Heavy Column Sections (Mctric Scrbrl Scction
wdth
(A)
kg/m
mm
90
930
85
Thickness
Corner Radius
Sectional
(B)
Web ( t,)
t'iflP"
mm
mm
mm
(r) mm
538
477
90
90
22
1.170
608
472
85
125
22
75
758
508
462
75
75
22
70
953
568
457
70
105
22
80r
538
M7
60
90
22
593
478
447
60
60
22
755.4
658
508
437
50
75
22
7Q
538
90
498
432 432 432
45
@5
45
70
45
45
22
60
&
Zy
lndcx
cm!
mm
sa
Flange
'"aot*
Section
Weight
Moment of lnertia
Radius of Gyration
Modulus of Sectioh
Area
Jx
Jy
lx
tY
Zx
Zy
cm2
cm4
cm4
cm
cm
cm3
cm3
1,185
472,@O
165,@0
20.o
1
1.8
17,6@
6.920
1,488
737.0@ 221.W
22.3
12.2
243@
9.360
358,OO0
125,000
19.3
11.4
14,100
5,390
1,214
551,000
168,000
21.3
1
1.8
19,400
7,360
'1,o24.
433,000
135,OOO
20.6
1
1.5
16,100
6,O30
260,000
90.o00
r8.6
r0.9
10.900
4,O30
838.7
331,000
105,000
19.9
11.2
13,000
4.790
22
942.9
414,OOO
121,@O
21.O
1
1.3
15,400
5,610
22
770_1
298,OOO
94,400
19.7
1
1.1
12,000
4,370
554.1
't77,W
60,800
17.9
10.5
7,9@
2,810
22
659.8
242,W
78,100
19.1
10.9
10,100
3,660
22
489.O
152,0@
52,100
17.6
10.3
6,9s0
2,440
69,mO 44,000
19.O
10.8
9,130
3,270
17.4
10.2
6,O30
2,O80
2912
269 ?33
1r3
965.7
t
a7.o
4ll 60 118
r67
50
t60
67.8
/ts
435
26.8
w
230 478 438
427
&
427
Q
468 428
422 422
35
55 35
22 22
593.7 424.9
214,000
35
417
30
@
22
612.0
233,000
72,ffi
19.5
10.9
9,740
3,1180
417
30
50
22
528.6
187,0@
60,5@
18.8
10.7
8,170
2,9@
2U
478 458 418
417
30
30
22
361.8
107,000
36,400
17.2
10.o
5,120
1,7N
25
3il2
4:18
412
25
&
22
423.3
142,W
46,700
18.3
10.5
6,470
2,270
20
283
428
Q7
20
35
22
360.7
119,000
39,400
18.2
10.4
5,570
1.930
6 12
tll
"g
35
518 384 486 334
129,000
21.7
480
r5
30 1
DT
415
!32 170
973 !E.7
5"9r
Structural Tees (lnch Serbsl
weisht i
Section lndex
lbs/ft
kg/m
150
Area
Tce
Ser:tin
m
223.2
EI
of
18.36
,sIn
mm
in2
466
44.O9
284.5
16.655
41.16
265.5
16595
Stem Thickness
Thickness
grn
tn
423 422
1.680
42.6.7
o.945
24.@
1.570
39.88
0.885
22.48
mm
tn
mm
STlSa
140
208.3
18.25
444
x
130
193.5
18.12
460
122.5
38 28
182.3
r8.03
247 0
16.555
458
421
3601
1.40
232 3 218 s
16.512
21.46
1.350
36 s8 34.29
o.845
419
o.802
418
20.37
1.260
32.OO
o.765
19.43
o.770 o.725
18.42
18
16-1/2
115
171
17.94
1
456
33 86
16 475
97
144.4
18.24
403
28.s6
91
135.4
184 3
18.16
12.117
46,l
2677
308
1.260
172.7
32.OO
12.O72
307
1.180
29.97
19.56
ST18b
85
126.5
18x12
18.O8
459
80
24.99
161.2
19.1
12.027
1
18.OO
457
30s
23.54
r5t.9
1.100
27.94
12.000
o.680
305
17.27
r.020
25.9r
o.653
16.59
ST16a 16-1/2 x 15-3/
75
111.6
17.92
455
67.5
roo.5
2208
142.5
11
17.78
452
19.8s
128.1
1
23.88
o.625
r
20.17
o.598
15.19
21.O8
5.88
178.6
r
6.75
425
35.26
227.5
15.865
16.63
422
403
32.36
1.400
208.8
35.56
15.810
402
o.830
1.275
32.39
o.77s
400
r.150
19.69
29.21
0.715
18.16
r48.8
76
1
70.5
r04.9
16.50
13.1
419
?9.40
189.7
3
6.75
425
22.35
144.2
1
16.66
1.565
423
294
20.76
1.o55
133.9
26.80
1.535
o.635
1
293
16.13
o.960
24.38
0.60s
292 292
15.37
o.855
21.72
0.580
14.73
o.738
18.74
o.554
14.O7
1
65
96.73
16.55
420
59
19.13
87.80
123.4
1
16.43
4t7
17.36
112.A
11.484
1.510
105
156.3
r
5.19
386
95
30.89
141.4
r 99.3
r5.06
86
27.95
180.3
r 28.O
14.94
383 379
1s.r05 15040
25.32
t
63.4
14.985
384 I t.er s 382 I r.,ru
38t
I
, ous
33.40f o.77sl 30.tof o.zrol
ro.os ,e.og
27.os
,0.*
f o.oss I
66
98.22
t5.t5
385
62
t9.4t
92.27
125.2
r5.08 r5.oo
ro.551
383
268
18.22
r.@0
r t7.5
25.Q
10.521
o.0r5
15.62
38r
267
l7.O?
l to.t
o.930
379
2e7
r5.88
o.850
21.59
10.484
376
t4.56
t02.5 83.9
266
o.760
r9.30
10.458
266
o.670
17.o2
o.s85 o.564 o.s4g o.522
14.80
14.91
10.5m
23.82
26.05
t68.1
14.090
3s8
23.62
l5r.7
1.190
30.23
14.023
356
1.O75
27.31
35s
o.975
24.77
58
86.31
64
80.36 73.66
49.5
STl3a 13-'.t/2x14
o.940
o.794
163.7
16-1/2x11_1/2
srl5b 15xlo-t/2
304 303
120
ST16b
STl5a 15x15
.972
1.945
110 100
88.5
13t.7
80
119.1
72.5
107.9
57
sTl3b
84.83
5r
75.90
1}^1/2x10
47 42
6e.s4
14.82
t3.655 t3.54 13.44
13.64 I
I
625o I
24
D??th
E
21.34
137.7
13.96s
o.725 o.6s8 o.6@
r4.33 r3.92 r3.26 18.42 16.71
15.24
348
1e.77
t08.2
10.070
344
t5.ol
256
0.932
96.8
ro.ot8
23.67
0.570
o.827 o.747
t4.tl8
21.O1
9.990
2* 2il
o.5t8
13.16
18.97
9.983
o.490
253
t2..[5
0.836
18.15
O.tl63
11.76
r3.535 r3.455
u2
r3.8:t
13.35
339
t23A
89.2 79.7
i
,t--
I {
I
l rl ,i
Section lndex
ST12a
12x14
'l ,l I
J
STl2b 12x12
STl2c t2 x9
ST 10a
lbs/ft
kg/m
80
1
72.5
107.9
19.1
mm
width
cmz
rn
mm
tn
mm
in
mm
358 357 356
1.r35
28.83 25.91
0.900
22.86
0.656 0.608 0.565
16.66
1.020
0.930
o.85s o.775
23,62 21.72
0.556 0.510
12.95
19.89
0.1168
1
13.11
12.36
314
23.52
151.8
14.O9',|
12.245
311
21.31
137.5
14.043
308
19.1
123.3
14.000
309 307 305
17.64
113.8
12.088
16.18
12.U2
14.71
[email protected] 94.9
12.0@
307 306 305
308 306 304
13.81
89.r
9.061
2n
o.872
22.15
12.35
79.7
,2.1
't7.32
o.440
1
8.961
4.772 0.682 0.582
o.516 0.470
1.18
229 228 228
19.61
1
9.015 8.985
14.78
o.416
10.57
1.O95
27.81
0.659 0.588 0.527
16.74
0.985 o.865
25.O2
000
334 332 330
12.O8
74.41
12.@
47 42 38
69.94 62.50
12.145
s6.5s
11.955 11.86
301
r0.oo
64.5
10.73
273
20.89
134.8
10.e2
18.67
120.5
1 3.1 32 13.061
10.50
270 267
16.48
106.3
13
10.57 10.4:l
268
14.11
91.O
9.O38
zfi
26s
12.O5
77.7
8.962
228
69.2 64.6 58.9
8.295
8.270
8.2Q
522
8.215
71
50.60 105.7
48
71.43
41
61.O1
36.5
54.32 50.60 46.13 40.92
STIOc
34
l0-1/2xB-l/4
31
27.6
94.50 83.34
57 52.5 48
84.83
42.5
38.5 35 32
63.25 57.29 52.08 47.42
30
u.u
78.1 3
71.43
1
2.1
55
1zus
1
10.02
210
10.73
r0.6,
268 247
10.o1
10.415 1o.tto
?u
9.24 9.16 9.08
235 233 23r
9.16
9.12 8.09
16.7'
108.2
15.43
98.6
14.11
9t.o
233 231
12.4S)
80.6
11.32
73.O
229
r0.28
8.935
227
9.tl()
e8.3 60.6
232
56.9 52.2 47.4
9.08 9.@
20.19
211
o.7&
18.80
210
o.88s
17.&
209 209
0.615
15.62
o.522
13.26
I 1.833 11.792 r 1.750
301
o.991
300 298
0.911
25.17 23.14
o.831
21 .11
8.838 8.787 8.750
224 223 222
0.911 o.831
8.7t5
23.75
0.575 0.499 o.455 0.430 0.400 0.375
15.M '14.35
14.12 1.89
11.94 1.18
14.94 13.39
14.61
12.67
1
1.56
10.92 10,16 9.52
0.595 0.554 0.512
15.1
23.14
0.526
13.36
21.11
o.475
12.O7
0.751
19.08
o.€8
1
221
o.886
17.42
0.403
10.24
7.558
192
7.5m
l9t
42.7
7.477
190
12.67
0.416 0.390 0.358 0.335
r0.57
t9t
o.095 0.630 o.570 0.499
17.65
7.532
o.875 0.795
22.23 20.19
0.53s 0.504
&.92
9.125 9.00
2n
37.20
9.00
229
8.82 8.09 7.35
33./A
8.93
227
0.62
STSa
48
8.16 8.08
14.1I
4
71.43 65.48
233
9r.o
11.533
293
I x11-1/2
231
12.95
83.5
1r.502
292
9x7-1/2
21.97
o.935 0.795
27.6 26 22.5
STOc
Thickness
in2
89.29 81.85
g
Stem
Thickneec
60 55 50
1O-1/2x9
I x8-3/4
in
Range
of
12.13
STIOb
sT9b
Sectioc
95.73
1O-1/2x 13
9x1jt-3/4
Area
Tee
65
63.5 56
ST9a
Dep-th
ot
Weight
r6.m 14./18
1
14.O7 13 00
1.13
9.91
9.09 8.51
13.59
r2.80
25
Structural Tees (
lnch Serbsl-Continued Section lndex
Weight
lbs/ft
kg/m
Area
Tee
Section
tn
mm
Flange
ffi
of
in2
cm2
rn
Stem
Thickness mm
tn
mm
tn
mm
39
58.04
8.16
233
1
1.46
73.9
8.586
218
o.875
22.23
o.5.29
STSb
13.4
3s.5
52.83
8.O8
231
10.43
67.3
8.543
217
0.795
8x8-1/2
20.19
0.486
12.34
32
47.62
8.OO
203
9.40
60.6
8.500
216
o.715
18.16
o.443
11.25
29
43.1 6
7.93
201
8.52
55.0
8.464
215
o.645
16.38
o.N7
10.34
25
37.20
8.125
206
7.35
47.4
7.O73
180
o.628
15.95
0.380
9.65
STSc
22.5
33.48
8.06
205
6.62
42.7
7.O39
179
o.563
14.30
8x7
0.346
8.79
20
29.76
8.00
203
s.88
37.9
7.O00
178
0.503
12.78
o.307
7.80
18
26.79
7.93
201
5.30
v.2
6.992
178
o.428
10.87
o.299
7.59
15.5
x.o1
7.92
201
4.56
29.4
s.525
1@
o.M2
11.23
o.275
6.99
13
19.35
7.83
199
3.83
24.7
5.500
140
o.345
8.76
0.250
6.35
sTSd 8
x$.1/28
STTa
7x16
105.5
157.0
7.875
200
31.O4
200.3
15.800
401
1.563
39.70
o.980
24.89
101
150.3
7.815
199
29.70
19t.6
15.750
400
1.503
38.18
0.930
23.62
96.5
143.6
7.75
197
28.36
183.0
15.7'tO
399
1.438
36.53
o.890
22.61
92
136.9
7.69
195
27.O4
174.5
1s.660
398
1.378
3s.00
0.840
21.y+
88
131.O
7.625
194
25.87
166.9
15.640
397
1
.313
33.35
o.820
20.83
83.5
124.3
7.56
192
24.55
158.4
15.600
396
1.248
31.70
0.780
19.81
79
117.6
7.50
191
23.24
149.9
15.550
395
1
.188
30.18
o.730
18.54
75
111.6
7.44
189
22.O4
142.2
1
5.51 5
394
1
.128
28.65
o.69s
17.65
71
105.7
7.375
187
20.92
135.O
15.s00
394
1.063
27.OO
0.680
17.27
68
101.2
63.5 STTb 7
x1+1/2
STTc 7
x12
sTTd
7x10
26
Degth
94.50
7.375
187
19.99
129.O
14.7N
374
1.063
27.@
o.660
16.76
7.31
186
18.67
125.O
14.690
373
0.998
25.35
0.610
15.49
59.5
88.55
7.25
184
17.49
112.8
14.650
372
o.938
23.83
0.570
14.8
55.5
82.59
7.r 85
182
16.33
105.4
14.620
371
o.873
22.17
O.5rlo
13.72
51.5
76.64
7.125
181
15.r3
97.6
14.575
370
0.813
20.65
o.495
12.57
47.5
70.69
7.06
179
13.97
90.1
14.545
369
o.78
19.@
0.465
11.81
43.5
64.74
7.00
178
12.78
82.s
14.500
368
0.688
17.8
o.420
r0.67
42
62.50
7.09
180
12.36
79.7
12.O23
305
o.778
19.76
o.451
1
39
58.O4
7.03
179
1'.t
.47
74.O
12.OOO
305
0.718
18.24
o.428
10.87
1.46
37
55.06
7.095
180
10.88
70.2
10.o72
256
0.783
19.89
0.450
t 1.tl(l
34
50.60
7.03
179
10.@
64.5
10.040
255
o.718
18.24
o.418
10.02
30.5
45.39
6.955
177
8.97
57.9
10.ooo
2*
0.643
16.33
o.378
9.80
Section lndex
STTe
7x8
sTTf 7
x6-3/4
STTg 7
XsB
STTh 7
x4B
STGa
6x12
Weight
lbs/ft
kglm
26.5 24
6x10
STGc
6x8
ST6d
6x6-1/2
ST6e 6 X4B
ST6f 6
x4J
Area
Tee
Section
Flange
of
wi dth
tn
mm
in2
cm2
39.44 35.72 32.00
6.97 6.905 6.84
177 175
7.79 7.06 6.32
50.3 45.5 40.8
7.06
179
7.W
178
5.59 5.00
15
28.28 25.30 22.32
6.93
176
4.41
13
19.35 16.37
6.95 6.86
177
11
174
3.83 3.24
12.80
7.OO
178
2.53
16.3
7.19 6.94 6.69 6.56 6.44 6.375
183
27.93 23.69
180.2
176
152.8
170
19.56
'126.2
12.365
167
17.65
1
13.9
164 162 160
15.59
14.*
21.5
19 17
8.6 95 80.5 66.5 60 53 49.5 46
141.4 1
19.8
98.96 89.29 78.87 73.66 68.46 63.25 58.78 53.57
6.3r
174
13.53
159
12.49
157
1
156
10.58
8.37
6.25 6.19 6.125 6.06
154
9.55
29 26.5
43.16 39.44
6.O95
155
6.O3
153
8.53 7.80
25 22.5 20
37.20 33.48 29.78
6.O95
155
8.O3
153
5.97
152
18
6.12
155
6.O45
1il
13.5
28.79 23.47 20.09
5.98
11
42.5
ST6b
Degth
39.5 36 32.5
15.5
r.61
7.36 6.62 s.89
Stem
Thickness
Thickness
mm
tn
mm
1n
8.062
205
8.OOO
203
o.370 0.339 o.308
9.40
2U
0.658 0.593 0.528
16.71
8.031
36.1
6.776
172 171
1.51
o.313 o.287
28.5
6.750 6.733
0.513 o.453 o.383
13.O3
32.3
9.73
o.270
7.95 7.29 6.86
24.7
5.O25
128
5.OOO
127
0.418 o.335
10.62
20.9
8.51
0.255 o.230
6.48 5.84
4.000
102
o.272
6.91
0.210
s.33
12.670
322
1.736
4.O9
12.515
1.486 1.106
28.O9
100.6
12.230
311
o.986
25.U
93.8 87.3 80.6 74.9 68.3 61.6
r2.190
3r0
o.921
12.155
o.856 o.796 0.736
12.OO0
309 307 307 306 305
23.39 21.74 20.22
1.060 o.905 0.755 o.710 o.620 o.580 o.545 0.495 0.470 o.430 o.390
26.92 22.99
1.236
37.74 31.39
12320
318 314 313
55.O
50.3
10.o14 10.000
o.359 0.345
9.12 8.76
47.5
8.O77
42.7
LO42 8.000
9.42 8.53 7.47
29.4
8.565 6.525
38.0
tn
12.105
12.080
12.W
171
15.06 13.41
1
18.69
0.671
17.U
o.606
15.39
254
0.641
16.28
zil
0.576
14.63
205
o.il1
16.28
o.371
2U
o.576
14.63
o.336
203
o.5r6
13.11
o.294
167
o.m
13.72
r66
0.465 0.400
1
1.81
o.305 0.265
10.16
o.2N
mm
8.61
7.82
19.18 18.O3
15.75 14.73 13.84 12.57 11.91 10.92
9.9r
34.1
152
5.29 4.56 3.99
25.7
6.5@
165
o.424
10.77
0.260
o.349 0.269
8.86 6.83
o.2N o.230
8.60 6.10 5.84
o.n4
s.69
o.200
5.84
16.37
6.r6
156
3.24
20.9
4.O30
9.5 8.25
14.14
154 152
2.81
18.1
4.O10
12.28
6.08 6.00
2.43
15.7
4.000
102 102 102
7.@
10.42
5.96
151
2.O7
13.4
3.970
101
7.75 6.73 6.10
Strustural Tees (lnch Ser&rs)-Continued Section lndex
STSa
5x10
STSb
5x8
ST5c 5
x5-3/4
STSd 5 X4B
ST5e
5 X4J
ST4a
4x8
Deoth
w",nn,
Area
df
lbs/ft
I
ko/m Irn
56 50
83.34
4.5
27 24.5
66.22 57.29 53.57 49.11 44.64 40.18 36.46
22.5 19.5 16.5
74.41
38.5 36 33 30
14.5
5.69 5.s6
5.4 5.31 5.25
Flange
of Section
Tee mm
in2
145
16.46 14.72 13.09 1 1.33 10.59
141 138 13s 133
mm
tn
10.415 10.345
265 263
1.28
31.70
1.1 18
10.275 10.1eq 10.170
28.N
261
0.998 0.868 0.808
25.35
o.748
19.OO
46.5
o.683 0.618 0.558
17.35 15.70 14.17
6.62
42.7
8.O22
2M
5.74 4.85
7.990 7.964
o.3s0
203
13.41
o.318
202
0.618 o.528 o.433
15.70
37.0 31.3
8.89 8.08
11.OO
o.292
7.42
27.5 23.7 20.o
5.799 5.762
147 146
0.500 o.430
12.70 10.92
5.7sO
't46
0.3zto
8.64
4.O20
102 102 102
o.394 0.329 o.269
127
33.48
5.O6
129
29.O2
4.97
24.55
4.875
126 124 130
4.27
128 126
3.67
73.1
68.3 62.6
9.70 8.83 7.94 7.20
57.0 51.2
259 258
5.11 5.O4
10.5
15.63
4.95
14.14 12.65 1 1.16
5.13 5.06
130
2.80
129
2.49
18.1 16.1
5.OO
127
2.20
14.2
4.010 4.000
4.94
125
1.69
10.9
3.950
100
8.287 8.222 8.117
210 209 206 205
33.5 29 24 20
49.8s 43.16 35.72 29.76
17.5 15.5
26.O4 23.O7
3.10
I
4.50
114
9.85
63.5
4.375
111
8.53
55.O
4.25
7.06
45.5 37.9
4.06
108 105 103
5.15
4.OO
102 102
4.125
19.18
257
5.@
8.557
mm
2s6 255 245
84.5
21.58 18.60
5.75
in
10.1 17
95.O
'12.5
9.50 8.50 7.50
lr.
in
Thickness
10.075 10.028 10.ooo
130
129
106.2
Stem Th ;kness
o.755 0.685 0.615 o.535 o.510 o.457 o.415 o.368 o.340
5.19 5.125 5.06
132
cmz
Width
22.O5
20.52
1r.61 10.54
9.35 8.64
o.289
7.U
o.252 o_2N
6.40 6.10
10.o1
o.250
8.36 6.83
o.2& 0.230
6.35 6.10 5.84
o.204
5.18
o.180
4.57
23.70 20.s2
1
1.OO
o.575 o.510 o.405 0.365 o.315 0.288
1
1.76
o.285
10.11
2U
4.56
33.2 29.4
8.O77 8.O27 8.OOO
203
0.933 o.808 o.683 o.558 o.493 o.433
4.11 3.53
26.5 22.8
6.540 6.500
166 165
o.463 o.398
19.0
s.268 5.250
134
o.248
133
o.378 o.308
9.60
16.1
7.82
0.230
0.314
5.88
17.N 15.62 13.59 12.95
17.35 14.17 12.52
14.61
12.95 10.29
9.27 8.OO
7.32
ST4b
14
20.83
4x6-1/2
't2
17.86
4.03 3.965
101
ST4c
10
14.88 12.65
4.O7
103
4.OO
102
2.94 2.50
4.06 4.00
103
2.22
9.673
102
14.3 12.3
4.O00
102 102
o.254
7.98 6.45
o.245
1.91
0.230
6.22 5.84
7.441
3.95
100
1.48
9.5
3.940
1@
o.2u
5.18
o.170
4.32
4.O30
4x5-1/4
8.5
ST4d
7.50 6.50
4x4B ST4e
4x4J
5.00
ST3a
8.O0
3
x4B
ST3b
3 X4J
28
I I
1
1.16
4.015
o.245
7.24 6.22 ri.30 5.84
1.91
3.13
80
2.36
6.OO
8.929
1.77
4.COO
102 102
10.26
76
15.2 11.4
0.404
3.OO
o.279
7.O9
o.260 0.230
6.60 5.84
4.25
6.325
2.92
74
1.25
8.1
3.940
100
0.194
4.93
0.170
4.32
1
Structural Tees (Metric Serles| Section lndex mm
900 x300
800 x300
Deoth
600 x300
600 x300
500 x300
500x200
450 x300
450 x200
4OC'X@C)
(
tr)
Corner Radius
Sectional
Moment of
Radius of
lnertia
Gyration
Modulus of Section
Centre of Gravity
''?[P'
(r)
Area
Jx
Jy
tx
iy
Zx
Zv
Cx
cm2
cm{
cml
cm
cm
cm3
cm3
cm
mm
mm
mm
mm
mm
143
456 450
302
18
34
28
182.0
34,200
7,820
13.7
6.56
997
5r8
11.3
122
300
16
28
28
154.9
29,2@
13.7
6.39
866
421
1
1.3
106
45
6,310
299
15
23
28
135.4
26.OO0
5,140
13.9
6.16
790
3M
1
1.6
12',1
4c,4
302
16
30
22
153.8
21,900
6,900
1
1.9
6.70
705
457
9.41
105
400
300
14
26
28
133.7
18,800
5,860
1
1.9
6.62
391
9.18
396
300
14
22
28
121.7
17,7@
4,960
12.1
6.38
610 593
331
9.66
354
302
15
28
28
136.8
14,2@
6,W
'to.2
6.86
513
426
7.78
92.4
350
300
13
24
28
't 17 .7
12,000
5,410
10.1
6.78
438
361
7.55
83.0
346
300
13
20
28
105.7
11,300
4,510
10.3
6.53
425
301
7.99
87.3
297
302
14
23
28
111 .2
7,920
5,290
8.4
6.90
339
350
6.33
75.6
294
300
12
20
28
96.24
6,710
4,510
8.3s
6.8s
288
301
6.O8
68.5
291
300
12
17
28
87.24
6,360
3,830
8.54
6.63
280
256
6.39
67.O
306
202
13
23
22
85.33
73&
1,590
9.27
4.31
322
157
7.79
59.8
303
201
12
20
22
76.24
6,570
1,360
9.28
4.22
292
135
7.79
114
7.U
107
x300
Thickness Web
kg/m
9s.6
700
Flange
df Weight Section width (A) (B)
52.8
300
zffi
11
17
22
67.21
5,810
1,'t40
9.30
4.12
262
47.3
298
199
10
15
22
60.23
5,190
989
9.29
4.05
236
64.2
24
300
11
18
26
81.76
3,620
4,060
6.66
7.O7
184
270
4.66
57.1
241
300
11
15
26
72.76
3.420
3,380
6.85
6.82
178
225
4.92
99.4
7.79
51.5
253
201
11
19
20
65.65
3,670
1,290
7.48
4.43
190
4.8
128
5.9s
250
2@
16
20
57.12
3,210
1,O70
7.50
4.33
169
107
5.96
39.7
248
199
10 g
't4
20
50.64
2,8N
922
7.49
4.27
150
61.8
220
300
11
18
24
78.69
2,680
4,060
5.84
7.68
149
270
4.05
s3.o
217
299
10
15
24
67.52
2,3sO
3,350
5.89
7.U
133
224
4.@
38.0
225
2@
I
14
18
48.38
2,160
936
6.68
4.@
124
93.6
5.15
33.1
223
199
8
12
18
42.15
1,880
790
6.67
4.33
r09
79.4
5.10
13,200
92.6
5.90
92
249
432
45
70
22
385.0
47,100
5.87
1
1.1
706
2,180
6.13
207
229
417
30
50
22
264.3
7,47A 30,200
5.32
10.7
414
1,450
142
214
20
35
22
180.3
4,380
19,700
4.93
10.4
250
967
3.90
116
207
&7 N5
4.85
18
28
22
147.7
3,620
15,500
4.95
10.2
213
766
3.68
29
Structtrral Tees (
Metric Series)- Continued ot?* Flange Section lndex mm
Weight
kglm r00
400 x400
400 x300
4@ x200
350 x350
35O
x25O
350x175
300
x300
300 x200
3@ x 150
30
width
Thickness
(A)
(B)
Web (t,)
mm
mm
mm
Section
t'ilP'
Corner Radius
Sectional
Moment of lnertia
Radius
of
Gyration
Modulus of Section
Centre ol Gravity
(r)
Area
Jx
Jy
tx
iy
Zx
Zy
Cr
mm
mm
cm2
cml
cmr
cm
cm
cm3
cm3
cm
10.0
203
403
16
24
22
127.4
3,qso
r3,100
4.92
98.4
2@
408
21
21
22
125.3
3,6sO
11,900
5.40
8s.8
2@
400
13
21
22
109.3
2,4@
11,200
4.76
u.1
197
405
18
18
22
107.2
3,O50
9,980
5.34
73.3
197
398
11
l8
22
93.41
2,O50
9,460
4.68
70.o
194
Q2
t5
15
22
89.23
2.&t
8,130
5.27
184
650
3.51
229
584
4.O7
147
560
3.21
193
493
3.89
123
475
3.Ol
9.54
158
404
3.70
108
2N
3.41
209
3.33
9.75 10.r 9.65 10.r
53.4
195
3@
10
16
22
67.98
1,730
3,6@
s.05
7.28
47.1
193
299
I
14
22
60.05
1,530
3,120
5.O4
7.21
95.5
33.O
200
200
8
13
16
42.06
1,400
868
5.76
4.54
88.6
86.8
4.23
28.3
198
199
7
11
16
36.08
1,190
723
s.76
4.8
76.4
72.7
4.17
79.3
178
352
14
22
20
1,820
8,000
4.25
8.90
124
455
77.9
175
357
19
19
20
99.19
2,2@
7,220
4.71
8.s3
158
M
3.59
68.2
175
3so
12
19
20
86.9r
1,520
6,790
4.18.
1@
388
2.86
6s.4
172
3il
8.84
16
16
20
83.32
1,800
5,920
4.65
8.43
131
33s
3.40
57.3
172
348
10
16
20
73.OO
1,230
5,620
4.11
8.78
53.1
169
351
13
13
20
67.63
1,420
4,690
4.59
8.33
39.8
170
250
I
14
20
50.76
1,O20
1,830
4.N
6.@
34.6
168
249
8
12
20
M.O8
881
1.540
4/;7
5.92
24.8
175
175
7
11
14
31.57
815
492
s.08
3.95
59.3
56.2
3.75
20.7
173
174
6
9
14
26.U
679
396
5.08
3.88
50.o
45.5
3.71
101.O
u.7
3.05
323
2.67
267
3.21
73.r
146
3.09
64.O
124
3.O2
104
52.9
152
301
11
17
18
67.41
903
3.870
3.66
7.57
71.+
257
2.5s
52.9
150
305
15
15
18
67.39
4,110
3,550
4.05
7.26
92.5
233
3.O3
2.47
47.O
150
300
10
15
18
s9.89
798
3,380
3.65
7.51
63.7
225
/ldl.5
149
299
9
14
1.8
55.40
715
3,120
3.s9
7.51
209
2.36
42.3
147
{2
57.0
12
12
18
53.83
858
2,7@
3.99
7.16
72.3
183
2.U
32.7
149
201
9
14
18
41.68
662
949
3.99
4.77
94.4
2.9r
147
26
55.2
28.4
8
12
t8
36.19
572
802
3.97
4.71
8.2
80.2
2.83
18.4
150
150
6.5
9
13
23 39
4il
2*
4.45
3.29
40.0
33.8
3.41
r6.0
149
14!t
5.5
8
13
20.N
393
221
4.39
3.29
33.8
29.7
3.26
Section lndex
D"pftt Flange Wcight Section Width
250x250
250 x 175
250 x 125
I I
200x200
2m x 150
200 x 1@
Corn
e
r
t'ilP"
Radius
Sectiona
Mornent of lnertia
of
Gyration
Modulus of Section
(A)
(B)
(r)
Jx
Jv
lx
tY
Zx
ZY
Cr
mm
mm
mm
mm
cm2
cm.
cmr
cm
cm
cm!
cml
cm
41.1
125
255
14
14
16
52.U
3.36
6.09
59.4
152
2.58
125
250
9
14
16
tt6.O9
s89 412
1,940
38.2
1,820
2.99
6.29
39.s
146
2.O8
33.2
t24
I
13
16
42.35
364
1,670
2.93
6.39
1.98
122
11
t1
16
41.O3
45
1.470
3.29
s.98
34.9 45.3
134
32.2
249 252
117
2.39
22.1
122
175
7
11
16
28.12
289
492
3.20
4.18
29.1
56.3
2.27
14.8
t25
I
12
18.83
28
147
3.63
2.79
25.6
23.5
124
125 124
6
12.8
5
8
12
16.34
2@
127
3.57
2.79
21.3
20.5
2.78 2.63
32.8
104
2o.2
10
16
13
41.85
251
1,1m
2.45
5.13
29.5
28.1
100
2U
12
12
13
2s6
85t
2.67
4.88
32.4
83.4
2.O9
24.9
100
2@
8
12
13
35.77 31.77
184
801
2.41
5.02
22.3
80.1
1.73
15.3
97
150
6
I
13
19.51
125
2*
2.53
3.81
r5.8
33.8
1.79
10.7
r00
100
5.5
I
11
r3.58
114
99
99
4.5
7
11
11.59
9.10
93.8
20.1
87.5
175
7.5
11
12
25.61
175x125
r 1.6
84.5
125
5.5
I
12
14.83
74.1
87.5
90
5
I
I
r 1.52
70..7
9.O5
r15
2.90
2.22
14.8
13.4
2.29
2.U
2.21
12.1
1
1.5
2.14
N2
2.12
4.38
15.9
56.2
1.55
131
2-24
2.97
10.9
20.9
1.63
2.8
2.06
10.4
ro.8
1.93
r.82
3.7s
10.8
37.6
r.37
15.1
1.55
8.7
75
150
7
10
tt
20.o7
66.4
too
10.5
74
1@
I
9
1l
13.42
51.7
75.3
1.96
2.37
8.84
75
75
5
7
8
42.8
24.1
2.18
1.66
7.46
0.5
I
10
1.52
3.11
6.91
75
125 x 125
7.O1
11.9
62.5
125
60
6
8
I
125x 60
6.61
62.5
100 x 1@
8.@
50
l@
6
I
10
100x 50
4.65
50
50
5
7
I
8.925 15.16 8.418 10.95
5.925
35.O
282
147
27.5
14.6
1.81
1.32
5.96
18.1
86.9
1.21
2.47
4.O3
1.41
1.12
3.18
11.8
1.91
56.8
15.8
150x
109
67.0
150x 150 150 x
Centre of Gravity
mm
175x175
175x 90
Radius
Area
kg/m
mm
Thickness Web (t,)
7.3(
6.59 23.5 4.86 13.4 2.98
1.79
1.19
1.64 1.@
1.28
31
Profil Kand
Luas
AxBxtlxt2
75x40x5x7 100x50x5x7,5 125x65xOxB 150x75x6,5x10 150x75x9x12,5 180x75x7x10,b 200x70x7x10 200
x
B0
x 7,5 x't1
200x90x8xi3,5 250x90x9x13 250 x 90 x 11 x 14,b 300x90x9x13 300x90x10x15,5
Pusat
tampang
Berat
cr#
kg/m
B,B1B
11,92 17.11
Momen lnertia
titik cm
Jari-jari lnertia cm
cm4
berat lx
ly
lx
Modulus tampang cm3 ry
Zx
Zy
4,31
6,92
1,27
12,4
2,93
1,19
20,2
9,36
1,55
189
26,9
3,98
1,50
Jt,o
1,94
425
65.5
4.99
1.96
68,0
BM
13,4
75,9
23,71
18,6
2,31
122
6,04
2,27
115
30,59
24,0
2,31
1.050
147
5,86
2,19
140
27,20
28,3
21.4
2.15
1,380
137
7,13
2,24
154
25a
26,92
21,1
1,85
1,620
113
7,77
2,04
162
31,33
24,6
2,24
1,950
177
7,89
2,38
195
38,63
30,3
2,77
2,490
286
8.03
2.72
249
44,07
34,6
2,42
4,180
306
9,74
2,64
335
51,17
40,2
2,39
4,690
342
9,57
2,58
48.57
38.1
2.23
6,440
326
1
1,5
2,59
375 42e
55,74
43,8
2,33
1
1,5
2,59
494
380x100x10,5x16
48,6
2,25
7,400 7,870
313
61,90
391
11,3
2,51
525
69.39
54,5
2,41
14,500
557
14,5
2.83
762
3E0x100x13x20
85,71
67,3
2,50
17,600
671
14,3
2,80
924
j:oot9ox12x16
32
7,82 14,4
23,6
.
i
rd
Prcfi! Siku
B
E
Luas
tampang p
illl
a j
Pusat
titik berat
-i
AxBxt, :
Berat
cm2
kg/m
cm
17,00
13,3
2,58
21,71
17,0
100x100x7
13,62
10,7
100x100x10 100x100x13
19,00
250x250x35
Jari-Jari lnertia
max.lx
min.ly
cm4
cm4
tx=ty
max,rx
mrn.ry
Modulus tampang
Zx=Zy
Cx=Cy
40x40x3 40x40x5 45x45x4 50x50x4 50x50x6 60x60x4 60x60x5 65x65x6 65x65xB 75x75x6 75x75x9 75x75x12 90x90x6 90x90x7 90x90x10 90x90x 13
120 x 120 x 130 x 130 x 130 x 130 x 2 130 x 130 x 5 150 x 150 x 0 150 x 150 x 2 150 x 150 x 5 150 x 150 x 9 175 x 175 x 2 175 x 175 x 5 200 x 200 x 5 200x200x20 200x200x25 200x200x29 250x250x25
Momen lnertia
lx=ly cm
cm
cm
cm
cm
2.336
1,83
1,09
3,53
5,60
1,45
1,23
1,55
0,79
3.755
2,95
1
,17
5,42
8,59
2,25
1,20
1,51
0,77
1,91
3.492
2,14
1,24
6.50
10.3
2,69
1.36
1,72
0.88
2,00
3.892
3,06
1,37
14,4
3,74
1,53
1,92
0,98
2,49
5.W
4,43
1,44
12,6
20,0
5,24
1,50
1,BB
0,96
3,55
4.692
3,68
1,61
16,0
25,4
6,62
1,85
2,33
1,19
3,66
5.802
4,55
1,66
19,6
31,2
8,06
1,84
2,32
1,18
4,52
7.527
5.91
1,81
29,4
46,6
12,1
1,98
2,49
1.27
6.27
9
761
7,66
1,BB
36,8
58,3
15,3
1,94
2,M
1,25
7,97
8.727
6,85
2,06
46,1
73,2
19,0
2,30
2,90
1,47
9,96
2,11
64,4
102
26,7
2,25
2.84
1.45
12.1
15,7
12.69
9.06
1,21
8,47
2,29
81,9
129
34,5
2,22
2,79
1,M
10,55
B,2B
2,42
80,7
129
32,3
2,77
3,50
1,75
12,3
12,22
9,59
2,46
93,0
148
38,3
2,76
3,48
1,77
14,2
125
199
51,6
2.71
3.42
1.74
19,5
2,69
156
248
65,3
2,68
3,38
1,73
24,5
2,71
129
205
53,1
3,08
3,88
1,97
17,7
14,9
2,83
175
278
71,9
3,03
3,83
1,95
24,4
24,31
19.1
2,94
220
348
91,0
3.00
3,78
1,93
31 ,1
29,5
16,56
13,0
18,76
14,7
3,24
258
410
106
3,71
4,68
2,38
22,74
17,9
3,53
366
583
150
4,01
5,06
2,57
38,7
29,76
23,4
3,&
467
192
3,96
5,00
2,U
49,9 61,5
36,75
28,B
3,76
368
743 902
2U
3,93
4,95
2,53
29,21
22,9
4,05
627
997
258
4,63
5,U
2,97
57,3
34,77
27,3
4,14
740
1.176
304
4.61
5,82
2,96
68,2
41,74
33,6
4,24
BB8
1"410
365
4,56
5,75
2,92
53,38
41,9
4,40
1.090
1.730
451
4,52
5,69
2,91
82,6 103
40,52
31,8
4,73
1.170
1.860
479
5,37
6,78
3,M
50,21
39,4
4,85
1.M0
2.29o
588
5,35
6,75
3,42
114
57,75
45,3
5,47
2.180
3.470
891
6,14
7,75
3.93
150
76.00
59,7
5,67
7,68
3,90
197
5,87
4.490 5.420
6,09
73,6
2.820 3.420
.160
93,75
1.410
6,04
7,61
3,88
242
107,6
u,5
6,01
3.866
6.1 18
1.613
5,99
7.U
3,87
276
119,4
93,7
7,10
6.950
11.000
2,860
7,63
9,62
4,89
3BB
7.45
9.110
14.4ffi 3.790
7,48
9,42
4,83
519
162,6
126
1
91,6
&|
Baja Kanat Baja
-
f, panjang biasa
'i
4
_r
l5m
F - penampang e = jarak antara titik berat dan sisiluar badan I - momen ketambatan W- momen tahanan
PenOatianey.
I
i
; = jari-jari kelambatan = \t+ -lI
+-
I eraq ukuran-ukuran dalam mm
t h
d
b
t=r
r1
Penampang F dalam cr# prof
.
flens badan
30
33
5
7
N
35
5
7
5
50
38
5
7
6")
65
42
5,5
7,5
3,5 3,5 3,5
e
mm
lx
^W,
cmJ
X-X
ix
cm
fkx
kx
cm
5,4
2,3
O,B
4,27
13,1
6,4
6,2
4,26
2,5
1,08
0,78
1,2
4,87
13,3
14,1
7,05
7,1
1.50
2,7
1.7
1,14
5.59
13.7
26,4
10,6
1,92
9,0
2,6
7,09
14,2
57,5
B,&
1,96
1
14,5
106
,7 26,5
2,52
3,8 4.9
3,10
2,41
1,14
10,6
15.5
206
41.2
3.91
3.05
O RA6
4,56
2,72 1,49 191
8 10
m
45
6
100
50
6
8,5
4,0 4,0 4.5
13,5
3,2 3,6 4,3
12
120
55
7
I
4,5
17,0
14
5,0
7,0
13,4
140
16,0
60
7
5,0 5,5 5.5 6.0
364
10
20,4
ffi,7
4,62
3,57
8,4
0,795
16,0
17,5
605
86,4
24,0
6,0 6,8
5,45
4,23
10,4
0,69C
1B,B
18,4
O,)R
116
28,0
7,7
6,21
4,83
12,6
0,625
22,0
19,2
1
350
150
32,2
8,6
6,95
5,36
15.0
0,58C
25,3
20,1
1910
191
7.70
5,93
0,545
B
16 18
160
65
7,5 10,5
180
70
8
20
2@
75
8,5 11,5
22
a 26 28 30 32 a5
38
q
11
220
80
I
24Q
85
9,5 13,-
12,5
r
1',t,0
17
,41
1
6,5
37,4
10,0
17,4
29,4
21,4
2690
245
42,3
B,48
6,55
20,1
0,52C
11 ,1
33,2
22,3
3600
300
48,3
9,22
12,6
7,09
23,1
0,495
37,9
23,6
4820
371
9,99
7,68
0,485
2ffi
90 10
14
0,5 7,0
2W
95 10
15
7,5
53,3
14,3
24,7
41,8
300 100 10
l6
25,3
6280
8,0
448
58,8
10,9
16,0
8,41
26,8
0,455
46,2
27,0
8030
535
11,7
9,10
o
8,8 8,0
75,8
17,5
40,8
59,5
26,0
1
0870
679
12,1
77,3
16,0
45,3
8,96
60,6
24,0
128/,0
7U
12,9
9,50
0,53[ 0,47i
320 100 14 350 100 14
17,5 16
380 102 13,5 16 400 110 14 18
79,7
16,3
47,1
62,6
23,5
1
5730
9,0
826
14,1
91,5
10,4
19,8
51,9
0,40c
71,8
26,5
20350
1020
14,9
11.1
0,41a
Gc'
1
l
'
l
43F
11,2
Y ':
u
o,)ol.
sumbu-lentur
berat
kg/m
cm4
3 4
d/ '- ttC v '
I
rk = jari-jari teras = Y F
k = kofisenprofil = f dt =
wr
-
dt =
4
,";:^
garis tengatr luuarlg ukuran-ukuran_gores flens goris tengah lubang flens
sumbu-lentur
t
=
y-y
t,
W,
ty
cm4
cm3
cm
3
5,3
2,68
0,99
tinggi pelat penyambung I dan ul turan-ukuran-gort 7 )sa dalam mm pada oaris tenoah- Itlhann haA;n 4 ky cm
c mm
h1
14
mm
mm
5,55
14,5
1
14,5
11
4
6,7
3,08
1,U
5,77
5
9.1
3,75
1,13
5.56
r5
20
6Yz
14,1
5,07
1,25
5,78
8
16
33
19,4
6,36
1,33
6,24
10
17
29,3
8,49
1.47
6,22
1B
u
12 14 16 18
43,2
1,59
6,69
19
82
11,1
23
26
mrn
mm
rnrn
mm
14,8
1,75
60
1,89
6,64 6,75
98
18,3
22,5
115
70
22,4
2,02
6,88
23,5
133
60
38,5
25
14
0,312
36,1
30
14
0,372
35,1
30
17
0,4u
32,4
35
17
0,489
30,6
26,1
24,4
90
45
26
0,775
23,3
120
110
50
26
0,834
22,0
248
110
39,6
100
2,42
90
BO
7,21
28
1U
317
i30
47,7
120
2,56
110
7,36
100
30
2A
2@
399
150
57,2
140
2,74
130
7,12
30
495
67,8
2,W
6,98
3,04
0,273
0,718
167
102
41,5
11
23
BO
846
0,232
25
45
90
2,72
11
0.661
r00
26,5
2,78
40,7 40,9
23
151
7,10
75,0
20
0,174 0,199
40
24,5
2,27
78,4
1'l
mzt
29,0
33,6
613
20
lr,
I
27,8
197
9,62
m2lm
0,546
22 24 26
2,81
mm
0,611
7,01
80,6
mm
cat
20
2,14
597
Fm
20
27.O
570
df
35
148
32 35 38 40
wf
40
70
20
32
l--
50 BO
luas bidang
129
40
62,7 114
n
46
85,3
21
tl
lubang-lubang flens
u
216
160
150
140
130
120
232
50
180
170
160
150
140
Rtr
37
246
190
180
170
160
trtr
2n
150
220
210
200
190
55
26
0,890
21,3
26
0,950
20,6
26
0,98
16,5
26
1,05
17,3
10,30
u u
282 312
2ffi
250
240
9,90
230
220
38
55
324
270
2ffi
26
1,11
250
17,7
240
230
60
26
1,18
16,5
10,50
35
BAJA SIKU.SIKU SAMAKAKI panjang biasa 3
*
15 m
x-
tW:
F:
penampang momen kelambatan momen tahanan
i-
jari-jari kelambata n
k:
kofisen profil
o)
4 i,'i b'2 re------{
=\fL Yp
E2F : j- = i
I
Y
L
ukuran-ukuran dalam rnrn
'15.
15' 3 15.15. 4 20.20. 3 20.20. 4 25.25. 3 25.25. 4 25.25. 5 30.30. 3 30.30. 4 30.30. 5 35.35. 4 35.35. 6 40.40. 4 40.40. 5 40.40. 6 45.45. ti 45.45. 7 m.50. 5 50.50' 6 50.50. 7 50.50. I 55'55. 6 55.55' 8
15
20
25
35
45
50
36
r=
4
5
2,5
4 6
5
2,5
5
6
3
0,48
1,05
0,82
0,51
,12
O,BB
0,60
1,45
1
,14
O,M
1,42
1,12
0,73
1,85
1,45
0,76
2,26
1,77
0,80
1,74
1,36
0,84
2,27
1,78
0,89
2,78
2,18
0,92
2,67
2,10
1,00
3,87
3,04
1,08
3,08
2,42
1,12
3,79
2,97
1,16
1,06
1
1
,41
,t7
2,12
2,47
2,83
=kv
cm4
cm3
cm
0,61
0,15
0,15
0,43
4,48
0,13
0,19
0,19
0,42
5,81
0,85
0,39
0,28
0,59
3,23
0,90
0,48
0,35
0,58
4,38
1,03
0,19
0,45
0,75
2,56
1,08
1,01
0,58
0,74
3,38
1.13
1.18
0.69
0.12
4.32
1,18
1
,41
0,65
0.90
1,24
1,81
0,86
0,89
2,14 ?AR
1.30
2.16
1.04
O,BB
3,56
1,41
2,96
1
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1,05
2,41
1,53
4,14
1,71
1,04
3,51
1,58
4,48
1,56
1,21
2,12
1,64
5,43
1,91
1,20
2,64
3,52
1.20
1.10
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1,19
3,18
3,38
1,28
1,81
7,83
2,43
1,35
2,36
5,86
4,60
1,36
3,31
1,33
3,29
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7
3,5
3,18
1,92
10,4
5
4,80
3,77
1,44
1,98
11,0
3,05
1,51
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6
5,69
4,47
1,45
2,04
12,8
3,61
1,50
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6,56
5,15
1,49
2,11
14,6
4,15
1,49
2,94
8,24
6.74
1.56
2,21
17.9
5.20
1.47
3,80
6,31
4,95
1,56
2,30
8,23
6,46
1,U
7.90
1.72
6,91
5,42
1,69
9,03
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1,77
8,69 6,83
1
7
3,5
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2,21
17,3
4,40
1,66
2,32
22,1
5,72
1,64
3,08
2.43
26.3
6,97
1,62
3,BB
2,39
22,8
5,29
1,82
2,09
29,1
6,BB
1,80
2,82
1,85
2,62
34.9
8.41
1,78
3,55
1,85
2,62
33,4
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1,96
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1,94
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1,91
3,56
2,12
1,93
4,24
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52,6
10,6
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2,08
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1,97
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9,34
2,05
4,60
4,95
2.13
3,01
61,8
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7,94
2,09
2,95
52,4
1,5
9,03
2,13
3,01
58.9
11.2
14,1
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2,21
16.7
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2,29
5,30
9,04 10.8
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1
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11
75
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4,30
7
70
0,82
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4,8
10
65
kg/m
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5
6 60
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6
10
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75.75.10 75.75.12
2
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3
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3
55.55.10
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jarak titikberat-titikberat dalam cm
F
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9,67
2,28
l
1,0
2,26
li
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3,12
71,4
13,5
2,25
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3,24
82,4
15.8
2.22
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15.15. 3 15.15. 4 20.20. 3 20.20. 4
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cm3
cm
mm
0,54
2,80
0,06
0,09
0,27
0,29
11,2
0,53
3,80
0,08
0,1
0,28
13,8
0,62
0,74
2,03
0,15
0,18
0,37
0,77
0,73
2,73
0,19
0,21
0,36
1,59
0,31
0,30
0,47
6,50
2,13
0,40
0,37
4,47
1,87
8,56
0,91
2,73
0,50
0.44
0,47
2,24
1,14
1,35
0,57
0,48
0,57
5,33
1,12
1,81
0,76
0,61
0,58
6,78
2,26
0.91
0,70
0,57
8,50
4,68
1,33
1,53
1,24
0,88
0,68
6,50
5,75
1,30
2,32
1
,77
1,'16
0,68
8,46
7,09
1,52
1,U
1,86
8,U
1,18
0,78
5,10
1,51
1,66
2,22
1,35
0,77
6,47
2,01
2,67
1,57
0,77
7,52
1,49
12,4
1,70
1,49
3,25
1,80
0,97
16,4
5,69
1,67
2,09
4,39
2,29
0,97
7,82
2,23
11
2,U 22
3,24
11
25
3,60
14
4,88
0,98
5,0?
4,10
6,19
2,85
4,85
0,96
7,15
3,47
0,97
B,85
1,86 2,42
7,67
2,09
1,45
7,24
3,28
1,07
5,50
2,06
55.55.10
1,96
9,35
1,07
41,4
4,03 4,65
7,24
1,06
9,03
2,02
2,46
11,3
36,1
2,29
"t,32
3,95
1,17
5,06
46,1
2,26
1,79
12,1
4,U
1,16
6,74
2.23
14,6
5,57
1,15
8,4
55.1
2,23
9,43
5q,0
2,47
1,43
13,8
5,27
1,26
65,4
5,48
2,44
1,95
17,2
6,30
1,25
7,03
2,27
20,7
7,31
1,25
8,42
76.8
2,42
70.70. 7 70.70. I
67,1
2,67
1,U
17,6
6,31
2,U
1,37
83,1
5,02
1,71
70.70.11
22,0
7,59
1,36
97.6
2,61
26.O
8,il
6,M
1,35
7,87
2.10
7
83,6
I
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1,22
21,1
7,15
1,45
93,3
4,85
2,85
1,42
24,4
8,1
1,46
5,42
113
2,83
130
2,79
1,76
29,8
2,14
u.7
1
9,55 10,7
1,45
6,67
1,M
8,04
0,155
3,92
0,96
1,88
0.136
3,21
2,32
27,4
75.75.10 75.75.12
20
2,57
1,85
0,116
2,36',
4,59
34,8
75.75. 75.75.
1,93
1,60
I
65. 65.11
8,5
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55.551.
65.65. 7 65.65. I
1,49 17
20,4 23,1
cmt
0,097
1,33
28,1
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0,a77
1,90
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0,057
17,4
50.50. 7 50.50. I 55.55. 6
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10,3
2,85
9,98
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8,36
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11,1
0,93
3.41
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1
Penampang yang
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1,27
60.60. 6 60.60. I
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1,61
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t
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25.25. 4
25.25.5 30.30. 3 30.30. 4 30.30. 5 35.35. 4 35.35. 6 40.40. 4 40.40.5 40.40. 6 45.45. 5 45.45. 7
,
it
30
14
5,58
0,174
0,194
6,98 5,29 30
17
6,87
0,213
8,40 5,89 35
17
7,67
0,233
9,40 7,30 35
20
9,20 1
0,252
1,0
8,00 40
20
10,1
0,272
12,1
8,49 40
23
9,66 11,8 13,9
0,291
laniutan: @ia silcu-siku samakaki; panjang biasa 3
L
ukuran-ukuran dalam mm
80. 80.I 80.80.10 BO. 80.12
80.80.14 90. 90. I 90. 90.11 90. 90.13 90.90.16.
00.1 00.1 4
dr.l
110.110.'10 10.1 10.12 1 10.1 10.14
90
120
1
30.1 30.',\2 30.1 30.1 4
1
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140.140.13 140.140.15 140.140.17 50.1 50.1 4 1 50.1 50.1 6 1 50.1 50.1 1
1
150
1
1
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cm4
cm3
cm
kr= =kv
9,66
2,26
3,20
72,3
12,6
2,42
2,U
2,09
1,9
3,31
87,5
15,5
2,41
2,61
11,9
14,1
2,41
20,6
16,
2,48
1
5,66
3,41
102
18,2
2,39
3,14
3.51
115
20,8
2,36
3.68
12,2
2,U
3,59
116
18,0
2,74
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2,62
3,70
138
21,6
2,72
21,8
17 ,1
2,ffi
2,U
3,81
26,4
zu. /
2.81
158 'r86
10
19,2
15,
1
2,82
3,99
177
24,1
12
22,7
17,8
2,90
4,10
207
10
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12
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14
26,2
20,6
2,98
ZV
36,2
28,4
3,20
21,2
16,6
3,07
25,1
19,7
3,15
14
29,0
22,8
11
25,4 29,7
12
6
12
13
6,5
13
12
140
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14,7
15
130.16
kg/m
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m
18,7
5,5
11
20
130
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jarak titikberat-titikberat dalam cm
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15,5
11
10 110
120.120.20' 1
5
t6
100
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12,3 10
I
120.120.11
120.120.13 120.120.15
10 'ta IL 14
100.100.20. 1
I
B
1 00.1 00.1 0 100.1 00.12 1
d
b
F
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6,36
3,97
7,07
25,1
2,69
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30,1
2,66
3,14
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3,04
2,09
3,02
2,49
4,21
235
33,5
3,00
2,92
4,V
311
45,8
2,93
4,20
4,U
239
30,1
3,36
1,BB
4,45
280
35,7
2,25
3,21
4,9
3,U
319
41.0
3,32
2,63
19,9
3,36
4,75
u1
39,5
3.66
1,89
23,3
3,44
4,86
3%
46,0
3,M
2,24
4,96
M6
52,5
3,63
2,58
5,24
562
67.1
3.57
3.46
33,9
26,6
3,51
M,2
u,7
3.70
30,0
23,6
3,M
u,1
27,2
3,72
16
39,3
30,9
13
35,0
7,tB
8,49
5, 15
472
g0
50,4
3,97
1,91
5,26
58,2
3,94
2,23
3,80
5,37
605
65,8
3.92
2,55
27,5
3,92
5,M
638
63,3
40,0
4,27
1,92
31,4
5,66
723
72,3
17
4,25
45.0
2,21
35,3
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5.77
805
81,2
4,23
2.51
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40,3
31,6
4,21
5.95
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78,2
4,58
45,7
1,92
35,9
4,29
6,07
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4,56
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14
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14
15
16
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7,5
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9,19
9,90
10,6
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51,0
40,1
4,36
6.17
1050
99.3
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60.1 60.1 5
15
46,1
36,2
4,49
6,35
1
100
95,6
4,BB
1,93
6,46
1230
108
4,86
2,20
4,U
2,53
160.160.17
160
17
7
8,5
I
51,8
40,7
4,57
19
57,5
45,1
4,65
6,58
1
350
118
80.1 80.1 6 1 BO.1 80.1
16 ,IB
55,4
43,5
5,02
7,11
1
680
130
61,9
5,51
48,6
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7,22
1
870
20
145
68.4
5,49
2,06
53.7
5.18
7,33
2040
160
5.47
2.29
16
61,8
48,5
5,52
7,80
2340
162
6, 15
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69,1
54,3
5,60
7,92
2600
181
76.4
6,13
1,83
59.9
5.68
8.04
2850
199
6,11
2,05
1
60.1 60.1
1
I
180
180.180.20 200.200.16 200.200.18 200.200.20
38
200
1B
20
1B
1B
o
9
1
1,3
12,7
14,1
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ts
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80. 80.
ta
cm4
I
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120.120.13 120.120.15
120.120.20*
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1,32
29,6
9,25
5,'t
161
3,00
19,9
1,U
1,99
6,35
43,0
12:6
2,96
2,U
1,53
7,45
48,6
13,9
1,V
B,OB
1,31
47,8
13,3
1,76
5,03
1U
3,45 3,41
1,61
57,1
250
15,4
3,39
1,75
1,90
6,12
65,9
17,3
1,74
7,21
19,9
1,73
18,4
21,0
3.U
2,37
280
3,82
328
3,80
1,57
372
3,77
1,4
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3,67
2,69
79,1
1,32
379
4,23
1,19
444
4,21
1,42
73,3 86,2 98,3
1U 98,6 116
22,2
1,95
5,03
23
1,95
16,9
5,98
23
19,9
6,98 9,72
22,7
2,16
4,56
26,1
2,15
5,43
16,6
26
25,4
21,7
4,61
23
22,9
5,45
20,3
lo
26,3
22,9
zo
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4,62
1,20
140
625
29,5
4,59
2,35
1,41
162
33,3
6,18
45/70
6,32
0,430
705
4,56
1,63
186
BB7
37,5
4,48
2,U 2,U
2,21
236
45,0
2,31
30,0
8,26
26,1
26
39,0
2,V
33,8
37,7
4,U
23
27,2
5,40
24,5
26
31,1
27,4
26
35,1
31,0
31,6
28,2
26
36,1
32,2
40,6
36,2
36,7 46,3
33,0 37,4 I 41,6 I
42,2
38,3
223
42,4
2,53
251
46,7
2,52
1010
5,38
1,21
262
150
47,3
5,36
2,74
1,39
4,68
298
52,7
2,73
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200.200.16 200.200.1a 200.200.20
0,390
19,6
133
1,41
J:
22,6 31.0 18,9
1,62
180.180.16 180.180.18 180.180.20
26
26
22,3
959
1,20
194
5,33
1,58
1340
5,77
1,21
1510
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58,3
5,74
2,94
1,39
4,68
391
1670
5,70
u,4
2,93
1.56
5,34
438
71,0
2,93
5.94
1750
6,15
1,21
453
950
71,3
6,13
3,14
1,39
4,69
506
2140
78,3
6,10
3,13
1.60
5,30
558
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3,12
5.93
2690
6,96
1,15
2970
6,93
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3260
6,90
334
679 757
1,43
830
57,9
95,5 105
113
2,72
3,50
4,52
3,49
5,07
3,49
5,63
7,78
1.03
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4150
121
7,75
3,91
1,15
4,05
1050
133
3,90
4,55
7,72
1,28
1
160
144
3.Be
50/90
55/'100
6,06
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50/80
6,'t5
1280
1
55
0,351
23
1.66
2,14
50
23
4,18
30.130.1 6
160.160.17 160.160.19
13,4
26
5.00
60.1 60.1 5
17,4 23
8,79
1,94
0,3i
15,1
16,2
1,93
crir2
12,8
23
18,4
4,97 4,94
1
45
23
23,4
m2/m
Fn,
10,46
26
29,5
zb,s
mm
1
35,9
218
Fnt^ | cmz I
d
mm
1,55
750
150.150.14 150.150;16 1 50.1 50.18
tt
3.06
w
857
140.140.13 140.140.15 140.140.17
1
GM
drtemahkan Fv
cm4
130.130.12 130.130.14 1
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cm3
Penampanffiii k,
1,U
505
120.120.11
,n
3,03
2%.
110.110.10 110.110.12 110.110.14
wn
139
181
100.100.10 100.100.12 100.100.14 100.100.20*
t,
ke
cm
115
80. 80.10 80. 80.12 80. 80.14 90. 90.I 90. 90.11 90. 90.13 90. 90.16*
t
tt
5,04
55/110
60/ 115
60/ 1 35
60/ 1 50
26
26
zo
l6
41,5
0,469
0,508
0,u7 I
47,4
43,0
52,6
47,6
51,2
47,1
57,2
52,5
63,2
58,0
57,6
53,5
65,4
59,7
71,2
66,0
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u,ol5
0.705
0,785
39
1
BAJA SIKU.SIKU TIDAK SAMAKAKI panjangbiasa3:
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x
2
F:
x
penampang rnomen kelambatan momen tahanan jari-jari kelambatan = \
t-
F
W_
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i-
L
ukuran-ukuran dalam mm
20. 30. 3 20. 30. 4 20' 30. 5
20. 40. 3 20. 40. 4 30. 45. 3
n.
45. 4
30. 45. 5 30. 60. 5 30. 60. 7 40. 50. 3 40. 50' 4 44. 50. 5 40. 60. 5 40 60. 6 40. 60. 7 40. 80. 4 40. 80. 6 40. 80. B 50' 65. 5 50. 65. 7 50 65. I 50.100.6 50.100.8
a
b
d
20
30
4
3
5 7
s5. 75.I
2tr
2
R
20
40
3
4
3,5
45
60
40
40
50
60
BO
100
1,11
0,99
0,50
2,04
1,51
0,86
1,04
0,56
1,45
1,03
0,54
2,02
1,52
0,91
1,03
0,58
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2,26
111
1,07
0.58
2,00
1.53
notr
1,03
0.60
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1,35
1,43
0,44
2,61
1,77
0,19
1,19
0,46
-il.
laa
1,47
0.48
2,57
1,80
0,83
1,18
0,50
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2,25
0,70
3,09
2,24
1 1')
1
,58
0,81
1,48
0,74
3,Ol
2,26
1,21
1,58
0,83
ll'
5,83
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Lanjutan: baia siku'siku tidak samakaki Panjang biasa 3
L
ukuran-ukuran dalam mm a
m. 90. 6 m. 90' 8 60.90.10 65' 75. 6 65 75. I 65.75.10 65. 80. 6
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6,66
2,97
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jarak titikberat-titikberat dalam cm ey
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1
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11,4
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kg/m
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1
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d
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4,59
1,75
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1,68
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7,31
1,70
3,94
107
129
0.431
112
0,740
44,0
0,736
56,7
0.732
68,4
0,649
52,8
0,645
68,1
0,640 0,634
82,2 95,4
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ln
cm
crna
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cm
3,09
14,6
1,30
5.18
3,06
19,0
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6,87
2,82
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5.00
3,02
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8,56
2,33
30,7
6,39
1,94
2,14
60,2
2,73
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10,9
1,34
2,31
4,55
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2,85
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2,70
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47.3
6,01
1,90
3,63
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7,42
2,51
31,2
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1,93
2,26
68,5
2,85
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1,36
2,49
4,55
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1,91
3,02
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2,82
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2,46
48,3
6,01
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3,83
106
2,79
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12,1
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4,57
122
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9,41
12,3 15,1
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55,8
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113
16,6
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3,34
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1,79
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6,99
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30,6
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4,17
44,8
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0,259 0.255
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38,4
4,15'
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75. 90. 7 75. 90. 9 75. 90.11
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0,549
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10,7
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340
4,27
35,0
1,31
9,93
12,7
1.69
7,75
397
4.24
41,2
1,37
2,23
2,22
117
3,24
27,1
1,56
4,57
12,6
2,21
2,82
145
3,21
34,1
81.7
5,83
18.5
2,19
3,55
171
3.17
40.9
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3,15
56,9
10,0
2,19
2,49
145
3,49
30,1
21,5
1,59
3,13
71,0
4,69
12,7
2,17
3,21
181
3,47
37,8
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25,9
1,59
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84,0
15,3
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3,95
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11,8
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0,339
276
31,9
4,17
68,3
75.1 30.1 0
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2,08
3,69
0,336
303
4,37
337
41,3
39.4
4,14
1,61
82,9
6,10
14,4
2,06
4,63
369
4,34
50,6
1,61
t,60
4.31
59.6
1.60
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75.130.12
0,332
395
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96,5
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4,83
78,3
13,2
2,00
4,85
484
0,261
4;98
545
50,0
56,6
1,60
4,80
93,0
7,65
15,9
1,98
6,00
578
4,95
59,8
1,59
9,35
75.150.
75.150.11 75.1 50.1 3
75.170.10 75.170.12 75.170.14 75.170.16
0,258
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66,1
4,78
0,214 0,210
709
65,1
5,47
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78,0
5,45
0,207
0.204
955 1070
90,0 102
107
BB,2 '103
18,5
1.96
7,15
668
4,91
69,4
1,58
14,8
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5,59
58,5
1,57
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5,56
68,9
1,57
1
9,05
992
5,53
79,0
1,56
13,4
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5,50
BB,8
1,55
15,3
5,42
117
20,0
1,89
5,39
130
22,6
1,BB
10,4
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lanjutan: baja siku-siku tidak samakaki panjang biasa 3
L
ukuran-ukuran daJam mm a
b
80.120.8
90.110.
BO
124
I
90.1 1 0'1 1 90.1 1 0.1 3 90. 130.1 O 90. 1 30.1 2
90
110
i1
5,5
e0
130
berat
kg/m
ex
eY
w
15,5
12,2
3,83
1,87
8,23
5,99
3,27
4,20
2,16
'r9,1
15,0
3,92
1,95
8,18
6,03
3,37
4,19
2,19
w1
v1
v2
22,7
17,8
8,14
6,06
3,46
4,18
2,25
20,5
4,00 4,08
2,O3
26,2
2,10
8,10
6.08
3.55
4.17
2,29
o
17,3
13,6
3,30
2,32
7,72
6,41
3,74
4,06
2,79
20,9
16,4
3,38
2,40
7,69
6,44
3,85
4,06
2,U
24,5
19.2
3,46
2,8
7,67
6.45
3,96
4,07
2,88
21,2
16,6
8,92
6,69
3,75
4,62
2,51
19,7
4,15 4,24
2,18
25,1
B,BB
6,72
3,85
4,ffi
2,$
29.0
22,9
4,32
2,26' 2,U
B,85
6,74
3,96
4.58
2,61
2,26
11
12
6
12
12
6
10
150
jarak titikberat-titikberat dalam cm
F cm2
14
12
t4
90
15 m
12
12,5
6,5
14
23,2
18,2
4.99
2,43
10,1
7,09
3,63
4,99
27,5
21,6
5,08
2,11
10,0
7,12
3,71
4,98
2,32
31.8
25.0
5,16
2,19
7,15
3,79
4,91
2.36
9.99
90.250.10,
10
33,2
26,0
9,49
1,57
15,6
10,5
3,02
90.2fi.12
5,90
1,16
12
39,5
31,0
9,59
1,65
15,5
10,6
3,09
5,87
1,80
45,8
36,0
e;68
1,74
15,4
10,1
3,17
5,82
1,87
16
52,0
40,8
9.77
1.82
15,3
10,8
3,24
5,78
1,96
10
24,2
19,0
4,80
2,U
10,3
7,50
4,10
5,25
2,68
90'250.14
90
2W
90.250.16 100.150.10 100.15A,12
100
150
00.1 50.1 4
100.200.10 100.200.12 100 200.14 100 200-16 100'200.18
44
10
10
90. 1 50.1 0
1
t1
'13
90.130.14 90.150.12 90 150.14
r
8
80. 1 20'1 0
4o.120.12 80.120.14
d
:
12,5
14
'13
6,5
6,5
28,7
22,6
4,89
2,42
10,2
7,53
4,19
5,24
33,2
26.1
4,97
2,50
10.2
7.56
4,28
5,23
2,73 2,77
10
29,2
23,0
6,93
2,01
13,2
8,76
3,75
5,98
2,22
12
u,8
27,3
7,03
2,10
13,1
B,B2
3,84
5,95
2,26
40,3
3.1;6
7,12
2,18
13,0
8,88
3,93
5,92
2,32
16
45,7
35,9
7,20
2,26
12,9
8,93
4,02
5,BB
2,39
1B
51,0
40,0
7,29
2,34
12,9
8,97
4,09
5,86
2,46
12 14
100
200
14
15
7,5
L
tgo
lx
wx
tx
cm4
cm3
cm
"'ao
wro cm"
cm
lY
k,
lt
i,q
cma
cm
ir.,
cm
5,24
,71
6,52
I
0,441
226
27,6
3,82
B0.g
13,2
80'1 20.1 0
2,29
2,97
261
0.438
4,10
276
45,8
34,1
3,80
s,1
'l 1a t,tz
16,2
2,27
3,73
3rB
4,07
56,1
1
80.120.
80.120.12 80.120.14
90.110.I
k lJ
.ko
0,433
323
40,4
3,77
114
19,1
2,25
4,52
0,429
371
4,04
368
46.4
66,1
1,71
3,75
7,79
130
22,0
2.23
5,30
421
4,01
75,8
1.70
9,03 4,83
0,652
204
26,5
3,43
122
18,3
2,6A
2,46
264
0,650
3,90
243
62,2
31,9
1,89
3,41
146
22,1
2,64
?,gg
315
O.MB
3,BB
74,3
281
37,2
1,BB
3,39
r68
5,90
25.7
2,62
3,58
362
3.85
86.0
I,BB
90 130.10
6,%
0,472
358
40,5
4,11
141
20,6
2,58
90.1 30.1 2
3,19
420
0,468
4,46
420
78,5
48,0
4,09
1,93
5,70
165
24,4
2,56
3,82
492
4,43
92.6
55,3
4.07
1,92
187
28.1
2.U
6,81
4,50
560
4,40
1,9'l
7.91
21,0
2,51
3,69
591
5,05
1,94
6,14
90.1 1 0.1 1 90.1 1 0.1 3
90 130.14
0,465
480
90.1 50.1 0
0,363
532
53,1
4,79
'146
90 150.12
0,360
626
63,1
4,77
i70
24,7
2,49
4,45
694
0,357
5,02
716
102
72,8
4.75
1,93
19{
7,39
28,4
2.47
5,20
192
4,99
118
1,92
8.60
90.1 50.1 4
90.250.10 90.250.12 90.250.14 90.250.16
106
87,3
0,156
2170
140
8,09
163
22,0
2,22
6,75
2220
B,1B
0, 154
2510
113
167
8,06
1,U
191
26,0
2,20
8,15
2630
B, 15
133
1,83
3020
8,12
152
1,82
13,8
3400
8,09
172
1,82
15,7
0,152
2960
193
8,03
218
30,0
2,18
0,150
3330
219
8,01
243
33.8
2,16
9.60 11,2
9,75 11,8
00.1 50.1 0
0,M2
552
54,1
4,78
r98
100.150.12 1 00.1 50.1 4
25,8
2,86
2,96
637
0,439
5, 13
650
112
64,2
2,15
4,76
30,6
2,U
5,22
232
3,55
749
0,435
5,10
132
744
2,15
74.1
4,73
6,24
264
35.2
2,82
4, rB
856
5,07
152
2,14
7.26
0,266
1220
93,2
6,46
210
26,3
2,68
4,06
1
300
6,66
r33
2,14
6,41
1
100.200.10 100.200.12 100.200.14 100.200.16 100.200.18
0,2u
1440
111
6,43
247
3'r,3
2,67
4,91
1
530
0,262 0,259 0,256
6,63
158
1650
128
2,13
7,68
6,41
282
36,1
2,65
5,75
1760
6,60
't81
1860
145
2,12
6,38
8,95
316
40,8
2,63
6,60
1
970
6,57
2060
204
162
2,11
6.36
10,2
34-i
45,3
2,61
7,50
2180
6,54
227
2.11
11,5
i
t
I
t
l I
I
I
t-_
45
TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055
Bahan
Tegangan yang diizinkan untuk pembebanan gabungan
Macam tegangan
AdanB
Baja konstruksi Bd. 37 menurut N 702 dan Bd. yang memenuhi syarat-syarat percobaan untuk Bd. 37
OO
t
C
J
tarikan of tekanan od, lenturan o,
1400
1610
putus-
Baja paku-keling Bd. K 34 menurut N 718,
a
kaiau jarak a dari tepi sampai tengah_ tengah paku-keling itu dalam arah gaya ia la
:2d
i
geseran tekanan
tumpuan
as
ir
2d, dari Bd. 37
1120
1
2800
3220
2BB
putus-
h:
a=
1,5d
a:2d Baut-baut-sekerup, baut-baut jangkar dll,
geseran
i
a
:
1,5d
dari Bd. 37
tarikan o, putusgeserani
0,7 at 1,sat
tumpuanas tarikano, putusgeserani.
0,60.
tumpuanas
menurut N 7.lS
0,6a.
dari Bd. 37
tekanan
OO
0,Bar 1,6 ar
tekanan tumpuan 6s
tekanan
kalau jarak a dari tepisampai tengah_tengah baut dalam arah gaya ialah:
Besi-tulang B. tu.
8,0
1,2ot
dari Bd. 37
tarikan o,
250 500
lenturan ou putus-
300
i
12BB
2576
980
1127
u0
966
21C0
2415
980
1127
0,7at
tekananb,
geseran
1120 2240
840
966
1680
1933
200
1) Kalau a sama dengan berat sendiri konstruksi; 6 pembebanan yang berguna; c pembebanan salju; d pembebanan angin sedang dan e pembebanan angintinggi, makapembebanangabungan: A a * b + c; B = a + b+ ddan c = a + b + e. = pJaksa.naan da.n konstruksi, r u^rt, petunjuk-petunjuk daripanitia Normarisasiterah dimana ur I I tqt tq PEtulUuK. t'*?T:',::',::j:'::-::Tl]1,-,l11lo,o"nun, iJ^1"-T::Tl,T:":lx?i:,i,1:?t^:::::.:,ifl..:l-tj'1.1, maka tesansan-tesansan yans diizinkan ini harus dikuransi r or rvt ut densan ilgan 15olo. I c-lo. penvelenssaraan dan pelaksanaan bertaku dibawah pinnpinan seorans ahlisendiri, maka dapattah diizinkan untuk renambah nilai-nilai dari daftar itu dengan 15%.
::,*
XH'il:::i;ljJjlilH;ff'j:::::?,
$ fr
lilr
ffirlillll-rlilfllll
ih 1ilffiil
h
rllfi
iI
46
I-
,I
GAYA-PIKUL (KEKUATAN ]UIENAHAN} PAKU-PAKU-KELING
,f
untuk sambungan-sambungan dengan irisan tunggal' maka gaya-pikur pada tekanan tumpuan, seberah kiri di bawah garis yang pertama rebih.kecil noil':-',,fjffiil;:ffi#;T:;:,",:ffi;;,ljru;;:n"n',",,"n il,ln*,nn.n n,r"-oi,,,ilniuk sambunnun-,a,u..,-nfan tangga densan irisan bersanda, maka
47
DAFTAR KOEFISIEN TEKUT co UNTUK BAJA
I
0
0 10
1,00 1,00 1,00 1,07
20
30 40
1
2
3
4
5
1,00 1,00 1,03
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,01
1,01
1,O2
1,09 1,17 1,26
1,09 1,17 1,27
1,02 1,10 1,18 1.28
1,19 1,29
1,39 1,53
1,40 1,54
6
7
1,00
1,@ 1,00
1,00 1,04 1,12
50
1,24
1,08 1,16 1,25
60
1,34
1,35
1,36
1,38
70
137
'1,50
1,51
80 90
1,62 1,90
1,48 1,64 1,82
1,66
1,67 1,87
,1,69
1,71
1,94
1,gg
1,91
100
2,04
2,47
2,10
2,12
2,15
2,18
110
2,34 2,78 3,26 3,78 4,34
2,38 2,83
2,47 2,92
2,51
3,84 4,40
2,42 2,98 3,36 3,89 4,46
2,55 3,02 3,52 4,06 4,66
2,60 3,07 3,57 4,12
4,94 5,58 6,25 6,96 7,72
5,00 5,65 6,32 7,04 7,80
5,25
8,51
120 130 140 150 160 170 180 190
200
210 220
1,1 5
3,31
230
10,21
8,59 9,42 10,30
240 259
11,11
11,21
9,34
5,06
3,42 3,95 4,52
,11
5,13 5,78 6,47 7,19
7,88
7,95
8,67
8,75 9,59
5,71
6,39 7
9,51
10,38
,rjo
10,47 I 1,39
2,97 3,47 4,00 4,59 5,19 5,84 6,54 7,26 8,03 8,84 9,68 10,56
11:s
1,11
Fe 360
1,05 1,13
I
I
1,00 1,00 1,05 1,13 1,22 1,32
1,00 1,00 1,06 1,14 1,23 1,33
1,76
1,46 1,60 1,78
1,20
1,21
1,30
1,31
1,41
1,43 1,57 1,75 1,96
1,44 1,59 1,gg
2,O1
2,24
2,29
2,31
4,70
2,64 3,12 3,62 4,17 4,76
2,69 3,16 3,68 4,23 4,92
5,38 6,05 6,75 7,49 8,27
5,45
5,51
6,11
6,82 7,57 8,35
6,18 6,gg
8,11
5,32 5,98 6,68 7,42 8,19
g,g2
9,00
9,77 10,66 1 1,58
9,86 10,75
9,09 9,94 10,94
9,17 10,G| 10,93
9,25 10,12
11!7
11:7
,
5,91
6,61
7,34
1,56 1,73 1,94 2,21
,r:*
12,06
Daftar koefisien tekuk tersebut di atas disusun berdasarkan peraturan Belanda: NEN 3851: Technische grondslagen voor de berekening van bouwconstructies - TGB 1972 - Staal.
*
I
Tabel ini dari lr. Th. A. Adi Soebagio (Universitas Trisakti).
2,73 3,21
3,73 4,29
4,gg
7,Q4
8,43
11,O2
rju
RUMUS.RUMUS UNTUK MENENTUKAN/ MENGHITUNG PENAMPANG BATANG-BATANG BAJA YANG DITEKAN Untuk kerampingan-kerampingan lebih besar daripada g0.
1.
= 1,7 PL2kuntuk , : i,Siaa : 1400 kg/cmzl; lpera. = 1,5 PL21, untuk y - !,eQ, (od = 16.10 kg/cmz1. lo"ro.
Dalam rumus ini, maka pharus diisidalam 2.
rdan Llrdalam m.
kerampingan-kerampingan rebih kecir daripada g0. Ynr.'.k A. Untuk batang-batang iunig"l,
profil-profil-Din : Fpend.
=t
+ 2Lfl
od
profil-profil-Dir
Fpend.::
+g,2L2k
a6
profil-profit-Dil
Fpend.=!+l,6sLl o6
profil-profil-Die
Fpend.=:+l,1Ll o6
B. Untuk kolom_kolom majemuk
{ll; I L
Fpend.:
c'
:
od
t
l}
Oi mana
l,
)
1
,1
l,:
o,65Ll
Untuk batang-batang rangka ySng dikerjakan berganda, di mana perat
buhul ditempatkan di antarJprofil_profil:
UntukJ L =
Fpend.
=t
+ 2,5L2k
od
JUntutJ
l:
dan
F0,,6.
Untuk l[.: Forna.
.
(),
Fpend.
= od:
= odt
=
;
+ t,7sLf
+ 2,2SLi,
+ g,SLl,
Dalam rumus ini maka Lr ialah panjang_tekuk dalam m; untuk dalam t, maka do harus diisi daram ilcm2, untuk p daramkg, maka od daram kg/cm2.
p
49
SECTION PROPERTIES LIGHT LIP CHANNELS
SIZE
SECTION AREA
SIZE
WEIGHT
lb/ft
L
200x75x20x3.2
(
I50x75X20x4.5
7.874
2.953
0
r50
5.906
2. 9s3
0.787
r50x65x 20x3.2
t50
5.906
2.559
0.787
3.2
t50x50x20x4.5
150
5.906
50
r.969
20
0
787
4.5
l50x 50x ?0x3.?
t50
5.906
50
| .969
20
0. 787
t50x50x20x2.3
r50
5.906
50
r.959
20
125x50x20x4.5
t25
4.92t
50
r.969
t25x50x ?0x4.0 t25x50x 20x3.2
r25
4.92t
5o
r
25x50x 20x2.3
r25
toox50x20x4.5 t00x50x20x4.0 r00x50x20x3.2 r00x50x 20x2.6 r00x50x 20x2,3
t00x50x20x t.6
f
50
r-
787
9.27 ?.8?4
6.2?9
3.35t
7.392
?
3.97
2. t65
9.567
r .483
7.51
288
5.047
0. t77
n.7?
I.8t7
9.20 ?.80?
6. r82
3.2
0. r26
8.607
0.201
5. 76
?.059
4.543
0.787
2.3
0. r50
6.322
0.980
4. 96
r.5il
3.333
b
?0
0.787
4.5
0. t77
t0.59
t.64t
8.32 2.534
5.59r
)
r.969
?0
0.787
4.0
0. r57
9.548
I .480
7.50 2.285
5.040
D
50
t.969
20
0.787
3.2 0. t25
7. 807
t.2t0 5. r3
1.867
4.92t
50
r.969
20
0.787
2.3
5.747
0.89
| .374
r00
3.937
50
r.959
20
0. 787
4.5
0. r77
9.469
| .458
r00
3.937
50
t.969
20
0. 787
4.0
0. r57
8.
s4t
| .325
6.7
r00
3.937
50
I .969
20
0. ?87
3.2 0. r26
7.007
r.086
5.50
r00
3.937
50
r .969
20
0.787
2.6 0. r02
5.796
0.898
{.
t00
3.937
50
I .969
20
0.787
2.3
0.09
t
5. r72
0.802
4.06
r00
3.937
50
r.969
20
0.787
t.6
0.063
3.672
0. 569
2.88 0. 877
r.935
t25 4.92
r
0. r50
r
4.5
r
7.43 2.263 !
55
1 i
4. il9 "4 \) 3.03 |
4. 993
U
2.044
4. 509
tL
r
.675
3.696
t)
r
.386
3,057
t.1
t.237
2.72E
75x45x t5x2.3
75
2.953
45
,.772
t5
0.59
t
2.3 0.09
t
4. t37
0.64
r
3.25 0. 990
2. t84
,)
75x45x l5x 1.6
75
2. 953
45
L77?
t5
0.59
r
t.6
0.063
2.952
0. 458
2.32 0. 707
I .559
t\
60x30x t0x2.3 60x30x t0x t.5
60
2.362
30
l.
r8r
0.394
2.3
0.09
r
2.872
0. 445
?.2s 0.585
r.512
50
2
30
r. r8t
0.394
r.6 0.063
?.072
0.32
r
.63 0.496
r.095
36?
t
u\ 1-,)
CENTER OF GRAVITY
MOMENT OF INERTIA
RADIUS OF GYRATION
SECTION MODULUS Zy
2.27 0.894
72t
87. 5
?.50 0. 984
2.lt
il
0. r3t
332
.75
7.976
99.2
53.8
2.t02
7
.77
72.
I
r6.8
I .025
2.383
5.92
2.33
t
?.66
r .047
55. 2
3. 979
r9.8
t.208
I .293
5.89
2.3 t9
2.37
0.933
44.3
2.703
t2.2
0. 744
0
0
r
.54
0.504
368
8.8{t
35. 7
0.858
5.60
2.205
0
r .75
0
| .54
0.604
0.689
49.0
2E0
6,727
2.990
2E.3
t0.5
0.680
5.7t
0.64t
2.248
t.8t
0.7 t3
37. 4
2.?82
8. t9
0.03
0.772 ?8.0
| .709
6.33
0.5t3
0
0
.55
r
0.6 t0
2t0
5.045
2t.9 0.526 5.77 2.272 t.86
t
0
0
r
.68
0.66
t
23E
5.7t8
33.5
0.805
4.74
| .866
0
i.
| .78
0
ee
0.66
0.70
t
2t7
38.0
t
5.2 t3
33.
2.3 t9
t
4.77
t.t7t
r0.
0. 795
0.6 t6
r.8t
0.7 t3
34.7
2.ttl
9. 38
0,572 0. 489
I
0
0
r
.68
0.65
t
rEt
4. 349
26.6
0. 639
4.8?
r.898
0
0.665
0.728
r
.69
| .85
0
r37
3.29
29. 0
|
20.6
.770 E.02
0.495
4. 88
,.92t
I .89
0.783
2t.9
r
.336
0.742 3.82
6.22
0.520
t.504
r.8t
0.7 t3
27.7
t.690
9.82
0.690 3.85
t.5t6
0. s99
r .E3
0.7?0
25.4
t.550
9. t3
0. 589
0.557
r.535
r
.87
0.736
2t.3
I .300
7.8
t
0.477
0.74E
t7.9
r.092
6.68
0. 408
0
0
r
.86
0.732
t39
t
3.339
30. 9
0
0
r.E6
0.732
t27
3.05
0
0
t.t6
0.732
t07
2.57t 21.5
0
r.E6
0
0.732 89.
0
0
r.E6 0.732 80.
0
0
r.t7
0.736
7
t
2. t55
28.7
2,,0
0.509
3.90 3.93
r.547
t.90
7
r
.939
r9.0 0.456
3. 9s
I .555
1.92
0.756
58.4
r6.
t
.403
r1.0 0.336
0.982
r
6.05
t.57t
0.370
3. 99
| .9s
0. ?6S
il.7
0.7t4
4.47
0.273
r.69
0.665
9.90
0.604
4.24
0.259
t .72
0.677
7.24 0.442 3. t3
0. t9t
, .72
0.677
37.
t.72
0.677
27.t
I
0.E9t
il.E
0.283 3.00
0.65
8.7t
0.209
3. 03
t. t8t t. t93
0.080
2.33
0.9 t7
r
.07
0.42t
5.20
0.3 t7
0.062 2.37
t.il
r.7t
0. t04
0.933
0.437
3. E8
0.237
| .32
0.08
t
r
.06
0.4 t7
r5.6 0. 375
r
.06
0.4t7
il.6
3.32
0.279 2.56
t
I
-t
51 '\.'
.l
.',
LIGHT CHANNEL
SIZE
SECTION
SIZE
WEIGHT
AREA
lb/lr
350x50x50x4.5 350x50x50x4.0
r3. 78
50
r
.969
4.5
0.177
t9. 58
3.03s
t5. 4
r3. 78
4.69
t
r.969
t0.35
50
4.0
0. t57
t7.47
2.708
r3.7
4. t73
9.206
il.8t il .8t
50
r.959
4.5
0. t77
t.7. 33
?.686
t3. 6
4. t43
r.969
9.
50
4.0
0. r57
r5. 47
2.398
t2.
3.586
8. t3l
4.5 4.0
0. t77
r5.08
?.337
il.8
3.594
7. 929
0. r57
r3. 47
2.088
r0.6
3.229
7
r2. 83
r.983
10.
I
3.076
6.
n,47
| .778
9.00
?.741
6.048
9.263
r.436
7
.?7
2.?t4
4. 885
300x50x50x4..5
300
300x50x50x4.0
300
250x50x50x4.5
250
9.843
50
250x50x50x4.0
r.969
250
9.843
50
| .969
t
t39
.123
200x50x50x4.5
200
7.874
50
200x50x50x4.0 200x50x50x3.2
r .969
4.5
200
7
.874
50
1.969
4.0
200
7
,874
50
r.969
3.2
0. r77 0. r57 0. t26
75
2.953
4.5
0. t77
t2.83
r.989
r0.
I
3.075
5. 787
r.969
4.5
0. r77
t0.58
t.640
8.3
t
2.53
5.584
r.969
3.2
0. t?6
6.063
0.940
4. 76
I .450
3.
t50x75x75x4.5 150x50x50x4.5
t00x50x50x3.2 75x40x t5x3.2
60x30x30x?.3 38x t5x t5x t.5
l9x t2x t2x t.5
52
350
3s0
r50 r50 t00 75
60
38
r9
5.905
s.906 3. 937
50
50
t
7E7
199
?.953
40
1.575
3.2
0. t26
3.823
0.593
3. 00
0.9 t4
2.0 t6
2.362
30
t. t8t
2.3
0.091
2. 586
0.40
?.03
0.6 t8
r.364
.496
t5
0.59
t
t.5
0.059
0.90
t
0. t40
0.7t
0.2 t5
0
t2
0.472
t.5
0.059
0.563
0. 087
0. 45
0. t37
0. 302
r
0. 748
t
.477
i 2TR Cx
B
t
+.---.- -x
^[
vYt ei
l.-C-
CENTER OF GRAVITY
MOMENT OF INERTIA
RADIUS OF GYRATION
SECTION MODULUS Zy tn3
4.646
r. 19
0.469
r57
9.580
5.48
0. 39s
0.596
il.8 il.9
4.585
l.
19
0. 459
t5l
Lzt
5.8t
0. 355
26.8
0.644
t0.3
4. 055
1.24
0.488
7
6.4
0.39r
24.
0.579.
r0.
4
055
I .25
0. 492
6.773 5. ?4
0.350
25.9
0.6?2
8. 78
3.457
t.3t
0.5 r6
93.
0
5.575
6.3
0.385
25.23
23.3
0.560
8.8
r
3. 468
t.3?
0.520
83.
7
5. r07
5
,66
0 .345
0
0
0. 75
0.295
2750
66.07
27
0
0
0.73
0.?87
2470
59.34
?4,8
0
0
0.8?
0.323
r
850
44. 45
0
0
0.80
0.3 r5
r
650
39.88
0
0
0.9
0.358
r 160
27 .81
0
0
0.88
0.346
r
050
r
.5
I
0.66r
3
4
.505
t
r
0
0
t.03
0.406
665
r6.00
?4.6
0.591
7
.20
2.835
I .38
0. 543
66. 6
4.064
6. r8
0.377
0
0
r
.00
0.394
600
t
4.4?
0.533
7.?3
2.846
r .39
0.547
60.0
3.661
5.55
0.339
0
0
0.97
0.382
490
il
.77
?2.2 tE.2
0.437
7
.28
2.866
I .40
0.55
49.0
2.990
4.5
0.27s
0
0
2.08
0.8 r9
438
t0.5?
7t.4
r.7t5 5.84 ?.299 2.36 0.929
58.
3.554
r3.2
0.805
0
0
t.20
0.472 3?9
7.904
22.8
0.548
5.57
2, r93
t.47
0.579
43.9
?.679 s.99
0. 366
0
0
L40
0.55r
93.6
?.249
r4.9
0.358
3.93
r
.547
I .57
0.6 r8
r8.7
t. t4t
4. r4
0. ?53
0.75
0.295
27
.3
0.656
4. 48
0. r08
2.67
r.05r
t .08
0.4?5
9.12
0. 557
6.93
0.423
85
t
4
r
0
0
0,86
0.339
t4,?
0.34r
?.?6
0.054
2.34
0.92
r
0.94
0
.370
4.72
0. ?88
r
.06
0.06s
0
0
0.40
0. r57
r .93
0.046
0. r9
0.005
| .43
0.563
0.45
0.r77
t.02
0.062
0. r7
0.0 r0
0
0
0.4
0. r57
0.30
0.007
0.08
0.002
0.73
0.287
0.37
0. t45
0.32
0.020
0.98
0 .060
r
53
HOLTOW STRUCTURAL TUBINGS
t'"'" s,zE)
Hollow structura! tubingts are welded and cold-formed from hot rolled steel strip, conforming to the standard specification for "cold formed and seamless carbon steel structural tubing in rounds and shapes", ASTM designation: A500-65 with several more strict restrictions as to certain tolerances. Cold-forming produces a clean and smooth finish suitable for painting and exposed applications. Hollow structural tubings always furnish you unlimited opportunities for your designs in:
1
A-
'-]
--x
-
WE IG HT
SIZE
t4.58
r25x t25x5.0
t25
4.9?t
t?5
4.9?t
6.0
0.236
27.63 4.281
?t.10 6.5t0
t25x t?5x4.5 t25x l?5x3.2
)?5
4.9?]
t?5
4.921
4.5
0. t77
?t.t7
16.60
t25
4.92t
l?5
4.92t
3.?
0. r26
r
t00x t00x4.5
t00
3.937
100
3
.937
4.5
0. r77
t6.67
r00x 100x3.2 r00x t00x2.3
t00
3.937
r00
3.937
3.2
0. r5?
r00
3.937
r00
3
.937
2.3
0.09
8. 852
75
2.953
75
2.953
3.?
0. r62 8.927
7.0 r0 ?. t35 4.7rI
75
2.953
75
?.953
?.3
0.09
t
6
5. r40
50x 60x?.3 60x 60x t.5
50
?.362
60
2,36
?.3
0.09
t
5.t12 0.802 4.060
L?37 ?.7?8
60
?,36?
60
2.36
r.6
0.063
3.67? 0.569
2 .880
0. 877
50x 50x2.3 50x 50x r.6
50
r.959
50
r .96
2.3
0.90
t
4.25?
3.340
I.0r7 2.?44
0.503
3.032
75x 75x3.? 75x 75X?.3
50
t50x r00x6.0 t50x r00x4.5
75x
45
60x 30x2.3 60x 30x t.6
60
8.064
l3:
10
3.990
8.803
t2.t3 r.880
9.520
2.900
6. 397
t .37?
6 .950
2.
|7
4.670
2
.584
.55?
0 .659
I .566
r .96
.906
t00
3 .937
6.0
0.236
?7.63 4.283 2l .70 6.6 r0
5.906
t00
3
.937
4.5
0. r77
2t.t7
3.28
0
.470
r
2.380 0.725
r
75
2.953
3.?
0.
t2. t3
I .880
75
2.953
2.3
0.09
r
8.852
t,31? 6.950
.93i
162
50
r.969
3.2
0. r62
8.927
3.937
s0
r.969
?.3
0.09
6
.953
45
t
.17?
2.3
0.091
?.36?
30
2.3
0.09
30
t.6
0.06t
?.362
r
r
.552
3.454
r
.935
| .599
t6.50 5.056
4.92t
2
60
ll.16
r2.00 3.655
50
3
x2.3
5.33 2.316
5.0s6
r.959
4.92
r00x 50x3.2 r00x 50x2.3
r
r.6
5
t25x 75x3.2 r25x 75x2.3
r
3.28
9.520
2.900 ?
6. 39?
.1t7 4.676
7.0t0 ?. t3t 4.7
il
5. r40
r .565
3. 454
5. t72 0.802 4.060
t .23?
2.7?8
3.97? 0.6 r6 2.980 0. 909
2.7t2 0.4?0 2.t30 0.646
*
-Y
CENTER of GRAVITY
MOMENT of INERTIA
RADIUS of GYRATION
SECTION MODULUS
Cx
Zy
Zx
[-
tnJ 0
0
0
0
0
0
0
0
64r.0 r5. 40 64r.0 r5. 40 4.8?0 r .898 4.820 r .898 r03.0 6.285 r03.0 6. 285 506.0 r2. r6 506.0 t2. r6 4.890 I .925 4.890 r.925 80.90 4.937 80.90 4.937
0
0
0
0
376 .0
9.033
376.0 9.033
4.950
0
0
0
0
?49.0
5.982
249 .01 s. 982
3.870
t .s241 3.870
1.5?4
49.90
3
.045
49.90
3
0
0
0
0
r87 .0
4.493
r
87.0 I 4. 493 3.930
r .547 I 3.930
r .547
37. 50
2
.880
37. 50
2.880
0
0
0
0
r
40.0
3.364
I
40.0 I 3. 364 3.970
r .563 I 3.970
r .563
27.90
t .70?
27
.90
t .702
r.949 4.950
| .949
60. r0 3.667
60. t0 3.667 .045
0
0
0
0
75. 50
r.8r4
75. 50
2.9 t0
2.9 t0
20. r0
1.2?7
20. r0
|
0
0
0
0
57. t0
t.372 57. t0
2 .950
2.950
I
5.20
0.928
r5. 20
0. 928
0
0
0
0
28.30 0.680 I 28.30 0.680
0
0
0
0
20.70 0.497 I 20.70 0.497
0
0
0
0
r5. 90
0
0
0
0
il
0.382
.70 0.28t
0
0
0
0
83s.0 I eo.os
0
0
0
0
558.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.?zt
2.340 0.921 ?.340 0.92 t 9.440 0. 576 9.440 0.576 ?.370 0.933 ?.370 0.933 5 .890 0.420 6,890 0.420
r5. 90 0.38?
0.760
0.760
il
0.77?
0.772 4.580 I 0.286 4.680 0.286
.70 0.28
444.0
r
r0.67 5.500 2. r65 4.0 r0
r.579
6.340 I 0.387
1ilt.0
6.340
0.387
6.773
88.80ls.ars
2.t97 4.080
I .606 I 87. 70
5.35
70. 40 I 4.296
?57.0
6. r74 il 7.0 2.8t t 4.500 9?.0 4.6 r3 87.50 2. t02 4.650
t.8il
t.220 4t. t0
2 .508
3r.
r
I.83r 3. 140
r .236
30. 60
I .867
23. 30
0
I
t2.0 2.69
38.00 0.9 t3 3. s50
I .398 I 2.060
0.8tI
22.50
r .373
0.928
0
84. 8
?.037
29.00 0.697
t.4t7 t2.
t00 0.827
r7.00
I .037
0. 708
38.90
0.935
I r5.8t
r
352.0 8.457
3
.580
.600
0.423 2.740
0
r6.80 I 0.404 5.650 I 0.
0
r
2. s0 I 0.300
5
136
4.2s010. t02
3. r00
t
0,724 10. 40 0.635 0.83
r
0.846
t.220 0.480 5.6
7
r0
.820
0
.477
r0 0.34? 3 . 760 l0 .229 r.250 0.492 4. r50 0.254 2.83010.t73
LIP CHANNELS IN BACK TO BACK ARRANGEMENT Scalonal Area
Unit Weight
Poaltion
Second
Rrdlur ol
Scctlonal
of
Moment
Gyratlon
Modulur
of
Centrc of
of
Area
Area
Gravity Cx
Cy
k
ly
II
ly
2v
Zx
axbxc
t
cme
kg/m
100x100r20
z3
10,34
8,12
0
0
101
73,8
3,94
2,47
32,2
14.8
3,2
14,01
11,00
0
0
214
97,6
3,91
2,64
42,8
19,6
2,3
11,49
9,02
0
0
214
74,1
4,88
e55
43,8
14,9
3.2
15,60
12,3
0
0
362
97,2
4,82
2,50
58,0
19,4
2,3
14,02
11,0
0
0
496
145
5,95
3,22
66.1
22,3
3,2
19,14
16,0
0
0
664
193
5,89
3,19
88,8
29,7
3,2
23,62
18,5
0
0
1442
297
7,81
3,54
125x100x20
100x130x20
20Ox160i20
cm4
GM
cm
cm3
144
39,6
LIP CHANNELS IN FRONT TO FRONT ARRANGEMENT Sectlonal
Unit
l__-
It
Area
I
Weight
Position
Second
Radius ol
Sectional
of
Moment
Gyration
Modulus
of
Centre of
a
of Area
Area
Gravity
1_ Cx
Cy
lx
!y
tx
ry
Zx
Zy
axbxc
t
cm2
10Ox100x20
?,3
10,34
8,12
0
0
161
140
3,95
3,68
32,2
28,0
3,2
14,01
11,00
0
0
214
r87
3,90
3,65
42,8
37,4
2,3
11,49
9,02
0
o
274
167
4,88
3,81
43,8
33,4
3,2
15,60
12,3
0
0
362
225
4,82
3,38
58,0
45.0
2,3
14,02
11,0
0
0
496
351
5,94
5.00
66,1
54,0
3,2
19.14
15,0
0
0
664
476
6,89
4,99
88,6
73,2
3,2
23,62
18,5
0
0
1432
834
7,79
5,94
126x10Ox20
160x130x20
200x150x20
56
ks/m
cm4
cm
cm3
cm
143
111
Elastic Design Euler Stress Values F'e for Gompression
ALL GRADES OF STEEL
v r6
21 22 23 24 25 26 27 28 29 30 31 32 33 u 35 36 37 38 39 40 41 42
43
a-
M 45 46 47 48 49 50
F'E
(ksi)
338.62 308.54 282.29 259.26 238.93 220.90 204.84 190.47 177.56 165.92 155.39 145. 83
137.13 129.18 121. 90
115.22 109.08 103.42 98. 18
93
33
BB. 83
84.65
ab zo 77.13 73.74 70.51 67.60 64.
81
62.20 59.73
I
rd
51 52 53 v 55 56 57 58 59 60 61 62 63 u 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 B0
F'E
(ksi)
57.41
55.23 53.16 51.21
49 3l 47.62
45.96
M.39 42.90 41.48 40.
13
38. 85
31.62 36.46 35.34
U.2B 33.27
32.29 31.37 30.48
29
62
28.
81
28.02
2t.21 26.55 25. 85
25.19 24.54 23.93 23.33
I
r6
81 82 83 84 85 86 87 BB 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 '109 110
I
F'C
(ksi)
22
76
22.21 21. 68
21
16
20.61
20.19 19.73 19.28 18. 85
18.44 18.03
17.U 17.27 16.90 16.55 16.20 15. 87
15.55
15 24 14.93 14.
M
14.35 14.08 13. B] 13.
yl
13 29 13.
M
12. B0
12.57 12.
U
a
F'" =
F'E
r6
(
ksil
1'11 12.12 112 1. 90 113 11. 69 114 i 1. 49 15 11.29 116 11.10 117 '10. 91 18 10.12 '119 10. 55 120 10.37 121 10.20 122 10.03 123 9. 87 1?4 9 71 125 9.56 126 94.1 121 9.26 128 f. i1 129 8.97 130 B. 84 13',1 8.70 132 8.57 133 B. M 1U 8.32 135 B. 19 136 8.07 137 7 96 138 7.U 139 7.13 140 1.62 1
1
1
Yt
16
F'e
Kt,
F'.,.
(ksi)
7
(ksi)
141 I 51 142 7 41 143 7.30 144 7.20 145 1.10 146 7.01 147 6.91 148 5. 82 149 6.73 150 6 64 151 6.55 152 6.46 153 6.38
lU
6.30
155 6.22 156 6.14 157 6.06 158 5.98 159 5.91 160 5. 83 161 5.76 162 5.69 163 5.62
1M
5.55
165 5 49 166 5.42 167 5.35 168 5.29 169 5.23 170 5.17
171 5.11 172 5.05 173 4.99 114 4.93 175 4. BB 116 4. 82 177 4.71 178 4.71 179 4.66 180 4.61 181 4 56 182 4.51 183 4.46 184 4.41 185 4 36 186 4.32 181 4 2/ 1BB
4.23
189 4.18 190 4 14 191 4 09 192 4.05 193 4.01 1e4 s gz] 195 3.93 196 3 Bel 1e7 385i 198 s. er 199 t. r' 200 .. r,
l
I
I
I
I
12nzE
23Kl rrl,
57
J.
a AISC Specification
TABTE 1.36 ALLOWABLE STRESS (KSII FOR COMPRESSION OF 36 KSI SPEC]FIED Y]ELD POINT STEEL
Kl/rnotover
Kl r
.D
{
I il
rt'
Kl r
Fa
{ksi}
1 21 .56 2 21 .52 3 21.48 4 21.44 5 21 .39 6 21 .35 7 21 .30 B 21 .25 9 21.21 10 21 .16 11 21 .10 12 21.05 13 21 .00 14 20.95 15 20.89 16 20. 83 17 20.78 18 24.72 19 20.66 20 20.60 21 20.il 22 20.48 23 20.41 24 20 35 25 20.28 26 20.22 27 20. 15 28 20.08 29 20.01 30 19.94 3',t 19. 87 32 19.80 33 19.73 u 19.65 35 19.58 36 19. 50 37 19.42 38 19 35 39 19.27 40 19. 19 - K taken as
1
120
Fa
KI
Fa
(ksil
f
(ksi)
41 19.11 42 19.03 43 18.95 M 18.86 45 18.78 46 18.70 47 18.61 48 18.53 49 18.44 50 18.35 51 18.26 52 18.17 53 18.08 il 17.99 55 17.90 56 17.81 57 17.11 58 17.62 59 17.53 60 17 .43 61 17 .33 62 17.24 63 17 .14 M 17.M 65 16.94 66 16. 84 67 16.74 68 16. il 69 16. 53 70 16.43 71 16.33 72 16.22 73 16 .12 74 16.01 75 15.90 76 15.79 77 15.69 78 15 58 79 15.47 B0 15.36
81 82 83 85
.24 15. 13 15.02 14.90 14.79
86 87
14.67 14.56
u
15
BB 14.M
89 90
14.32 14.20
91 14.09 92 13 97 93 13.84 94 13.72 95 13.60 96 13.48 91 13.35 98 13.23 99 13. 10 100 12.98
Fa
KI
Fa
(ksi)
r
(ksil
121
10 ."14
161 162 163 164 165
5.76 5.69 5.62 5.55 5.49
122 123 124 125
9.99 9.85 9.70 9.55
126 127 128 129 130
9.41
131 8.70 132 8.57 133 8.M
171 5.11 172 5.05
131 9.21 132 9 .12 133 9.03
1U
174 4.93 175 4.88
171 6 .85 172 6. 82 173 6.79 174 6.76 175 6.73
9.
11
8.97 8.84
8.32
135 8. 19 136 8.07 137 7.96 138 7.U 139 7.73 140 7.62
173 4.99
176 4.82 171 4.17 178 4 .71
179 4.66 180 4.61
6.89
176 6.70 177 6.67 178 6. M 179 6.61 180 6.58
6.M
151 7 .75 152 7.69 153 7.M
6. 35 6.33
7.59 155 7.53
191 192 'r93 194 195
3.89
156 7.48 157 7 .43 158 7 39 159 7 .34 160 7.29
196 197 198 199 200
6.27 6.26 6.24 6.23 6.22
189 4. 190 4.
18 14
114 11 .13 115 10.99
1U
6.30 155 6.22
191 4.09 192 4.05 193 4.01 194 3.97 195 3.93
116 10.85
156 6. 14 151 6.06 158 5. 98 159 5.91 160 5.83
196 197 198 199 200
118 10.57 119 10.43 120 10.28
6 93
186 187 188 189 190
151 6.55 152 6.46 153 6.38
117 r0 . 7l
6.96
146 8.05 147 7.99 148 7.93 149 7.87 150 7.81
111 11.54 .26
7 .00
'r43 I . 25 144B1B 145 8.12
1ffi 4.23
tr
.8.94
135 8.86 136 B.78 137 8. 70 138 8.62 139 f. il 140 8.47
7.04
6.56 6.53
6.82 6.73 6.
1U
7.12
165 7.08
181 182 183 184 185
186 4.32 187 4.27
11
123 10.00
161 7 .25 162 1.20 163 7 .16
166 167 168 169 170
7.01 6.91
't13
19
',10.09
Fr" (ksi)
126 9.70 127 9.59 128 9.49 129 9.40 130 9.30
146 147 148 149 150
112 11.40
121 10.
122
I r
166 5.42 167 5.35 168 5.29 169 5. 23 170 5 .17
9.26
106 12.20 107 12.07 108 11.94 109 11 .81 110 11 .67
104 12.47
F,, (ksi)
1M
105 12.33
103 12.59
I r
124 9.90 125 9. B0
181 4.56 182 4.51 183 4.46 1U 4.41 185 4.36
102 12.12
I
l/r121to20o
Kl r
141 7.51 142 7 .41 143 7.30 144 1.20 145 7 .10
101 12.85
I
Secondary '
Main Kl/r121 to2O0
Main and Secondary
3. 85 3.81
3.77 3.73
141 8.39 142 8.32
1g
6 q1 6.49 6.46 6.42 6.40 6. 38 6.36
6
. 31
6.30 6.28
.0 f or secondary .
58
r
AISC Specification
TABLE 1.50 ALLOWABLE STRESS (KSI} FOR COMPRESSION OF 50 KSI SPECIFIED YIELD POINT STEEL Main and Secondary Kl / r not over 120 KI
KI
Fa
(ksi)
(ksi)
41 25.69 42 25.55 43 25.40 2s73 44 25.26 29.66 45 25.11 Iu 2e58 46 24.96 lt 2e50 47 24 .81 It 2s42 48 24.66 lg 2s34 49 24.51 l ,o 2s 26 50 24 35 1 ,, 2s 1l 51 24 .19 1,, 2e oB 52 24.04 |,a 28 ee 53 23. BB l,o 28 eo 54 23.72 I,u 28 Bo 55 23.55 lto 28 t1 56 23.39 1,, 28 61 57 23.22 18 28 .51 58 23.06 19 28.40 59 22.89 20 28.30 60 22.72 21 28.19 61 22.55 22 28.08 62 22 37 23 27.97 63 22.20 24 27.86 64 22.02 25 27.15 65 21 .85 26 27.63 66 21.67 27 27.52 67 21 .49 28 27.40 68 21.31 29 27.28 69 21 .12 30 27 .15 70 20.94 31 27.03 11 20.75 32 26.90 72 20 56 33 26.77 73 20.38 34 26.64 74 20 .19 35 26.51 75 19.99 36 26.38 76 19. B0 37 26 25 71 19. 61 38 26.11 78 19 .41 39 25.97 79 19 .21 40 25. 83 B0 19. 01 I 1 2994
lz L Ia I5
A
Fa
2s87 2ego
Kl r
Main Fa
(ksi)
81 18.81 82 18. 61 83 18.41 84 18.20 85 17.99 86 87
Secondary *
Kl/r121to20o
.79 17.58 BB 17 .37 89 17 .15 90 16.94 17
91 16.72 92 16.50 93 16 29 94 16.06 95 15. 84
Kl r
Fa
(ksi)
121 10.20 122 10.03
l/r
Kl r
(ksi)
16',1
5.76
Fa
I r
121 to200
F""
I
F,,
(ksi)
r
(ksi)
'161
165 5.49
121 10.25 122 10. 13 123 10.02 124 9.91 125 9. B0
162 1.20 163 7 .16 164 7 12 165 7.08
126 9.70 127 9.59 128 9.49 129 9.40 130 9 30
i66
7.04
167 168 169 170
7.00 6.96 6.93
B . 84
166 5.42 167 5.35 168 5.29 169 5.23 170 5 .17
131 8.70 132 8.57
171 5.11 172 5.05
131 9.21 132 9.12 133 9.03 134 8.94 135 B. 86
171 6 .85 172 6.82 173 6.79 174 6.76 175 6.73 176 6.70 177 6.67 178 6 64 179 6 . 6] 180 6.58 181 6.56 182 6.53 183 6.51
123 I 87 124 9.71 125 9 56 126 I .41 127 9.26 128 9.11 129 8.97
'130
1.33
162 5.69 163 5.62 '164 5 . 55
.44
173 4.99
134 8.32 135 B. 19
174 4.93 175 4.BB
136 8.07 137 7.96 138 7 .84 139 7 .73 140 7 .62
176 4.82 177 4.77 178 4.71 179 4.66 61
136 B.78 137 8.70 138 8.62 139 8.54 140 B .47
141 142 143 144 145
181 4 .56 182 4.51
141 8.39 142 8.32
183 4 .46 184 4 .41 185 4.36
143 8.25 144 B. 18 145 8.12
186 4.32
146 8.05 147 7.99 148 7.93 149 7.87 150 7.81
B
7 .25
6.
89
I
.B L
I il
\-
l( taken as
1
96 15.62 97 15.39 98 15 .17 99 14.94 100 14.71 101
14
.41
102 14 .24 103 14.00 104 13.77 105 13.53
106 13.29 107 13.04
108 12.80 109 12.57
110 12.34 1',11 12 . 12
112 11.90 113 11.69
114 11.49 115 11.29 116 i1.'10 117 10.91
118 10.72 119
10 . 55
120 10.31
7 .51
1 .41 7 .30
7 .20 7 .10
146 7 .01 147 6.91 148 6 .82 149 6.73 150 6.64
180 4.
187 4.27 1BB
4.23
189 4. 1B 190 4 .14
1U
6.49
185 6.46 186 6.M 187 6 .42 1BB 6.40
189 6.38 190 6 . 36
151 6.55 152 6.46 153 6.38 lU 630 155 6.22
'193 4.01
151 7.75 152 7.69 153 7.U
194 3.97 195 3.93
155 7.53
191 6.35 192 6.33 193 6 31 194 6.30 195 6.28
156 157 158 159 160
196 3 89 197 3.85 198 3.81 199 3.77 200 3 73
156 7 .48 157 7 .43 158 7.39 159 7 .34 160 7 29
196 6 27 197 6.26 198 6 24 199 6.23 200 6 22
6 .14
6.06 5.98 5.91 5. 83
191 4.09 192 4.05
lU
7.59
.0 for secondary .
59
Plastic Design Selection Tables zs
Shapc
A
d
C
ln.r
ln.r
F7
= !o trt
LIo
lrl P,
MD
Py
la.
Xip.tU
Kipr
Kip-tt
KlPr
.SD
r,
7t
ln.
Fy
=
36
l650
w1{x730
215
,.3I
8 t8
t.69
{9gr
7748
.6350
1480
wlfx655
ls
7.67
7.9
f .62
4440
7060
"5570
1320
w1{x605
178
8.ffi
7.81
4.55
3960
6410
n5060
.8190
r260
w36x300 w14x550
3180 5830
5250 4920
.4420
162
3.83 4.49
379'
1180 1170
W36XZto
1080 1050
w36X260 w14x500
l0l0
w16x243
943 938 859
w35x230 w14x455 w33x240 w14x426
125
838 802
w33xZZ0 w14x398
ll7
768 756 737 735
w36x194 w33x200 w14x370 w30x210
919
718 673
w36xltz w14x342
88.3
38.9 8.49
15.2
7.il
3.81
3510
2970
/1880
15.0 7 .49
1.77 4.43
32$
.27fi
4500
.3930
31fl)
52q)
4380
7350
45.0
15.0
3.75
3030
.26m
4210
.3510
47.1 9.49 40.4 9.97
14.9 7.35 13.9 7.25
4.i
3.73
281) 28r0
3.64
2760
4.34
2610
42.9 10.3
13.8
3.60
2510 2410
2300 2270 22tO
.2060
22t0
22n
4t.2
l5
76.5
43.1 8.97
72.1 67.1 134
70.6
64.8
57.2 58.9 109
61.9 53.6 101
3620
62fl'
.2330
34$
.3240
4210
3340
58S)
3200 3150 3070 3060
.2860 .2950
14.5
2.55
2150
.19:X)
2990
4.21
20al
3640
28m
.26&l 5fit0
278{J
.2500
6.9,
2.53 3.47
2000 1980
625
w36x160 w14x314
47.1 92.3 50.7
55.1
14.4
2.50 4.?0 3.43 4.17
1880 1830 1780 1780
2.47 2.47 3.26 4.17
17$
2.4?
1540
12. 1
6.qt
45.6 8.89
12.5 5.63
59?
W14x320
581
w36xl50
559
44.8 52.2 84.4
57.3 52.8 37.7 12.8
14.3 13.5 11.4
55r
W33x152 w z7 xt77 W14x287
514
w33xt{t
41.6
55.1
13.f
557
57m
.3530
50.1 l1 .4
10.8 39.2
3.57 4.27 3.50
14.5 12.6
44.2
.33$
2.56
.4
46.2
53.2 4?.4
I
3930 3910 3830
14.6 13.7 7.08 12.6
47
50.0 56.0
94.
4820 2540 4500
4.31
w36x170 W30Xt90
w30xl72
t2Q,lQ
7.t7
668 661
611 594
8100
.4120
8?.4
147
I
3540
.!1120
5.8t
1680 1670 1650
.2120 3920
.1800 20?:0
.l7m
27fi
54fl'
.3100
.28(Xl
.2360
.189,
2600 2550 2480
3390
2470
4710
24m
.2210
3320
.l5q)
4620
'2540
.2240
.1610
2330
1880 3040
8m
.2610
2300
$Zm
2140
.aEo
.1500
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. a
Values ol
Mrand
Py for these shapes computed on the basis of
F, = 46
1rri.
510
502 501
467
W36 x
13S
W14x254 W27x160
W33 x
130
445
W24x160 W14x246 W27x145 W14x237
437
W30 x
465 464 453
427 417
415 408 408 391
378
132
W14x22B W24x145
W33 x
W30 x
116
59.4 tJ. /
47.1
41.2
530
.1430
4.14
1510
2790
2090
11.3
3BBO
3.24
1
700
2090
-2360
'1380
1950
-
1940
.2360
930
3620
14.0
.
6.74
239
1
500
38.3
57.1
13.2
2.38
1400
47.1 -7) 2
37.7
10.4
335
1400
427
44.8
69.7
14.8
38.9
49.3
67.1
15.3
14.4
403
42.7
118
W30x124 W14x219 W14x211
39.8 77.6
6.68 11.3
6.65 12.2
6.62 10.3
4.12
1
390
3.22
1
360
4.11
13/.0
2.25
1310
4.10 3.32
1
1
700
2600 ''1540 2510
1850
1400
1820
1280
2420
1
780
3360
1250
1M0
1740
-2140
-
34.8
59.3
13.0
2.32
1250
.'1250
36.5
51.6
12.1
2.23
1220
.
64.4
15.8
4.08
1220
4.07
1
62.1
't6.1
34.2
532
659 656 12.0
2.19
1
1920
1
3490 -
-
i950
1310
1
700
2320
1
700
170
2240
1630
3110
130
.1230
1580
.17"10
550
2970 2090
1830
3220
373
W14x202
59.4
W24 x
16.8
370
130
38.3
W21x142 W14x193
42.9
41.8
32.6
903
3.15
1070
1
56.7
500
17 .4
1490
6.51
4.05
1070
2040
1480
28/0
31.8
54.4
2.15
1040
-1
1440
-1590
-
357
355 346
W30 x
1O8
6.y 10.2
11.9
4.06
1120
2140
3.28
1110
.1380
W27x114 W24x120
33.6
47.9
11.0
2.18
35.4
43.7
J.ra,
2.78
1030 't010
W14x1B4
10.2
54.1
18.3
W14x176 W21x127
6.49
321
4.U
51.7
18.6
6.45
899
343 338
318 313 311
309 305 303 299
W3O
x
99
W12x190 W24x110 W27x102 W14x167
524x120
286
W14x15B
280
W24x100
278
278 t/t+
W27
x
34
W21x112 S 24 x '105.9
140
-1210
1430
.1680
1270
1410
'1770
1010
1950
1410
2710
4.02
963
1860
13/;0
2590
3.13
9M
350
1330
'1870
2.10
939
3.25
933
2010
1300
2800
2.77
927
1170
1290
.1630
37.4
36.1
29.1
56.8
55.9
13.6
32.5
47.4
10.1
300
52.3
11.0
2.15
915
.1080
19.4
1270
-1500
49.1
6.42
4.01
353
1770
926
1260
30.1
f.il
909
24ffi
897
46.5
1270
20.5
1250
6.40
1770
4.00
B5B
i670
1
190
u0
2330
1
160
.1390
'1560
11 .7
5.82
1
.
i050
29.5
51.3
10.1
2.75
27.7
M9
10.9
2.'t2
834
33.0
39.8
892
310
834
1
31 .1
38.4
953
158
822
1120
44.1
1
21.4
140
6.37
3.99
810
1
590
15.3
1
130
5.70
2210
3.20
777
1710
21.7
r0B0
6.32
2370
3.97
765
1500
270 ?tro
x '150 W12 x 161
47.4
255
W14x142
41.8
W 14
1
:ffff:ffi:"#:Hff;;:il,Hilulas
(2'7-la)
q
t2'7-lbt,section 2.7, Alsc speciri@tion,
.
r060
.
997 190
as appricabre, wrren sur{ected to cornb.ned axiar rorce
61
zx
A Shape
ln.2
253 248
2M
ln.2
W24
x
94
W18x114
W27
x
A4
.27.7 33.5
d tw
fx
Fr =
rY
ln.
ln.
Kip.ft.
47 .1
986
'1.98
759
31 .1
7.79
2.86
744
24.8
57.6
36 ksi
Mo
10.7
Fv = 50 ksi
P,
Mp
Kips
997
1050
-1390
1210
1030
1
2000
' '
2.06
732
243
W14x136
40.0
22.3
6.31
3.77
729
1440
1010
240
S24x100
29.4
32.1
901
1.27
720
1
060
1000
227
W21
96
28.3
368
8.61
2.02
681
1020
946
227
W18x105 W14x127
30.9
33.'r
7.75
2.84
681
11'10
946
37.3
24.0
629
3.76
678
1
24.7
51 3
9.79
195
672
BB9
933
26.5
38.5
9.22
1.30
666
9g
925
35.0
25.4
6.26
3.75
633
1260
226
x
222
W24 x 84 S 24x 90
211
W14x119
210
W'12
224
x
201
WlBx S 24 x W24x
196
W14 x
206 205
194 192 186 186 179
178 176 172
169
1M
140 138
*
62
'1 330
17 .7
5.59
3.16
630
1410
7.70
2.82
618
1020
79.9
23.5
47.9
9.47
1.34
615
846
Bil
'1 'lB0
76
22.4
54.3
9.69
1.92
603
806
B38
'1120
32.7
26.6
6.23
3.73
58B
1
111
875
1
960
180
S 20x
95
27.9
25.0
7.60
1.33
582
1000
808
1400
82
24.2
41.8
853
1.99
576
871
800
'1210 1410
x W16x
96
28.2
305
6.93
2.82
558
1
020
715
W12x120 S 20x 85
35.3
18.5
5.51
3.i3
558
1270
775
1770
25.0
30.6
7.79
1.36
537
900
746
1250
W1B
85
25.0
34.8
7.57
2.05
534
900
742
1250
68
200
57.0
9.53
1.87
528
720
73
21.5
46.7
8.M
1.81
516
774
717
'1080
B0
259
32.1
6.87
2.79
507
932
x W24x W21 x W16x x
'106
W16x 78 WlBx 70 W14x U W21 x 62 Wl2 x 92 S 20 x 65.4
145
.1240
35.5
W10x112
1M
550
340
28.2
146 145
1420 1
39.1
148
152
1470 -
96
152
153
893
133
WlBx 77 W21 x 68 S20x 75 W24x 61 W12x 99
160
680
W21
W 12
161
PY
Kip.ft
Kips
31.2
20.8
5.46
3.1
1
492
1120
683
r
soo
22.7
38.2
7.U
2.04
483
817
o/l
1
140
20.0
49.1
8.60
1.80
480
720
667
1000
22.1
31.2
7.60
1
.16
459
796
638
1110
18.0
56.6
925
1.38
456
648
633
900
29.1
21.9
5.43
309
456
1
050
633
1460
32.9
15.
1
4.67
2.67
444
1
180
617
1
650
23.0
30.9
6.75
2.01
438
B2B
608
1
150
20.6
41.1
7.50
2.02
435
742
604
1030
600
915
575
960
24.7
31.4
6.13
3.02
435
BB9
18.3
52.5
8.il
1.77
432
659
27.1
23.2
5.40
3.08
420
976
19.2
40.0
7.U
1.'t9
414
691
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 force and bending moment at ultimate loading.
zx
A
Shape ln.2
ln.2
d tw
rx
Fy = 36 ksi
rY
MD
ln.
ln.
Fv = 50 ksi PY
Kip.ft.
Kips
132
x 55 W14x 78 W1B x U W16 x 71
130
W10x100
29.4
16.2
4.61
2.65
W12x
390
r060
129
25.0
25.3
5.38
3.07
%7
900
W24
1U 1U 132
85
x 55 W14x 74 S 18x 70 W18 x 60 W12x 79 W16 x U W14x 68 W10x 89 W18 x 55 W21 x 49 W16x 58 S 18x U.7 W'14 x 61 W18x 50 W10x 77 W21 x 44 W16x 50 W10 x 72 W18 x 45 W14x 53 W12 x 58 W10x 66 W16x 45 W18 x 40 W14x 48 S 15x 50 W10x 60 W16x 40 Wi2 x 50 W 8x 67 W14x 43 S 15 x 42.9 W10 x U W21
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
16.2
59.5
9.10
1.y
22.9
32.9
6.09
3.00
q2
18.9
44.3
7.46
2.@
396
20.9
33.3
6.71
199
402
tVo
Kip.ft.
Pv
Kips
583
824 i
680
550
945
396
752
550
1050
v2
1470
16.2
55.5
8.40
1.73
378
583
21.8
31.5
6.05
2.8
378
785
525
rogo
20.6
25.3
6.71
1.08
375
742
521
1030
17.7
43.9
7.47
1.68
369
637
513
885
23.2
26.3
5.34
3.05
357
835
1B.B
36.1
6.66
1.97
3il
677
492
940
20.0
33.6
6.02
2.6
345
720
479
1000
26.2
17.7
4.55
2.63
u2
943
475
1310
16.2
46.5
7.42
1.67
336
583
467
810
14.4
66.6
8.21
1.31
324
518
450
720
17.1
39.0
6.62
1.96
318
616
M2
855
438
805
16.1
39.0
7.07
1.14
315
580
17.9
36.8
5.98
2.45
306
M4
14.7
50.3
7.38
1.65
303
529
421
735
22.7
19.9
4.49
2.60
293
817
408
1140
13.0
59.4
8.07
1.27
286
468
14.7
6.68
1.59
275
529
383
735
21.2
42.8 20.6
4.46
2.59
272
763
378
1060
363
780
13.2
53.3
7.n
1.62
269
475
15.6
37.7
5.90
1.92
261
562
17.1
u.0
5.28
2.51
2ffi
616
19.4
22.7
4.M
2.W
248
698
345
970
13.3
46.6
6.64
1.57
246
479
342
665
11.8
56.6
7.21
1.27
235
425
327
590
14.1
40.7
5.86
1.91
235
508
327
705
321
735
14.7
27.3
5.75
1.03
231
529
17 .7
24.7
4.41
2.57
225
631
11.8
52.1
6.62
1.56
218
425
303
590
14.7
32.9
5.18
1.96
218
529
302
735
19.7
15.7
3.71
2.12
211
709
293
985
12.6
M.4
5.82
1.89
209
454
12.6
36.5
5.95
1.07
208
454
289
630
15.9
27.5
4.39
2.56
201
572
'CheckshapeforcompliancewithFormulas(2.7-1a) orl2.7-lbl,Section2.T,AlSCspecification,asapplicable,whensubjectedtocombinedaxial force and bending moment at ultimate loading.
I
zx
A Shape
ln.2
668 64.8 64.0 61.6 61.2 59.7 57.5 54.9
M.6
il.0 53.1
51.6
490 46.9
M.B 44.1
M.0 42.4 40.0 39.8 38.0 36.6 35.4
u.7 u.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 *
ln.2
x 35 W12x 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 26 S 12 x 31.8 W14x 26 W Bx 40 W12 x 27 M Bx 37.7 S 10x 35 W10x 29 W Bx 35 W14 x 22 M 10 x 291 W10x 25 W12 x 22 S 10 x 25.4 W Bx 28 M 10 x 22.9 M 14 x 17.2 W12x19 W10x 21 M 6 x 33.75 W Bx 24 W'10 x 19 W18
i,,-
I
rx
Fv = 36 ksi
rY
Pv
Mp
ln.
Kip.ft
KiPs
Kip.ft.
tw ln.
Fy = 50 tsi
Mp
10.3
59.4
7.05
1.23
200
371
13.2
35.9
5.15
1.94
194
415
10.6
53.0
6.50
1.52
192
382
Pv Kips
270
660 560
11.2
45.1
5.BB
1.U
185
403
257
14.7
17.5
4.55
1.03
184
529
255
735
17 .1
11.2
3.65
2.10
179
616
249
855
11.8
40.6
5. 13
1.94
173
425
13.2
28.9
4.33
2.00
165
475
229
660
10.0
48.B
583
1.52
164
360
57.6
6.40
1
.17
162
329
225
457
26.0
4.71
1.06
159
432
221
600
913 12.0 10.6
40.1
5. 15
1.55
155
382
215
530
14.1
21.0
3.61
2.08
147
508
204
705
11.5
31.3
4.27
1.98
141
414
10.3
28.0
4.72
0.98
134
371
187
515
'13
45.6
5 12
1.U
132
329
184
457
7.67
62.6
6.25
1.12
132
276
9.35
34.3
4.83
1.00
126
337
7.67
54.5
5.64.
1.08
120
276
22.6
3.53
2.04
'119
425
I
11.8
7.95 11 .1
10.3
8.54 10.3
50.5
5.07
1.52
114
286
21.5
3.46
1.91
110
400
I
175 167
468
-
384
16.8
3.78
0.901
106
371
148
515
35.4,
4.30
1.38
104
307
145
+1t
25.8
104
371
368
3.50
2.03
6.49
59.7
5.53
1.04
993
234
856
23.1
3.92
1
.14
92.7
308
7.36
40.0
4.26
1.37
BBB
?-65
123
6.41
47.3
4.91
0.u]
87.9
2sits
122
324
7.46
32.2
4.07
0.954
85.2
269
118
373
103
280
100
497
8.23
28.3
3.45
1.62
81.3
296
6.73
40.8
4.16
1.22
79.2
aAa LAZ
5.05
66.7
540
0.725
74.4
182
5.59
51.3
4.82
0.820
74.1
201
6.20
41.3
4.15
1.32
72.3
ZlJ
9.93
12.8
?66
1.47
72.3
357
7.06
32.4
3.42
1.61
69.3
254
5.61
41.0
414
0.874
64.8
202
90.0
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 and bending moment at ultimate
loading.
64
d
force
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
x 16.5 M 8x 22.s S Bx 23 W 8x 20 W 6x Zs W'10 x 1t M 8x 1B.b S Bx 18.4 W1O x 15 W Bx 17 M 6x 22.s W 6x 20 S 7x 20 M 6x 20 M 12 x 11.8 W Bx 15 S 7x iS.3 W 6x i6 W 8x i3 W 5x 18.S M 5x 18.9 S 6 x 17.2b W 5x 16 M 10 x 9 S 6x 12.5 W 6x 12 M 4x 16.3 S 5 x 14.75 M 4x 13.8 W 4x 13 M 4x 13 S 5x 10 M 8x 6.s S 4x 9.b M 7x E.s S 4x 7.7 M 6x 4.4 S 3x 7.s S 3x 5.7 W 12
4.87
52.2
4.65
0.770
6.60
21.3
61.8
3.22
1.06
59.1
2U
*
175
6.77
18.1
3.10
5.89
0.798
32.8
57.9
3.43
2M
1.25
*.0
7.35
19.9
57.3
2.69
212
4.99
1.53
79.6
42.2
567
4.05
265
78.B
5.44
0.u4
34.8
55.8
3.38
180
1.12
77.5
5.41
29.5
52.2
3.26
196
0.831
49.5
195
43.5
3.95
0.809
34.8
48.0
3.36
1.22
47.7
4.41 5.01
.
68.B
159 180
6.62
16.1
2.49
1.37
5.88
24.0
46.8
2.66
2U
1.51
45.0
212
5.BB
15.6
2.69
5.89
0.7u
24.0
43.5
2.57
212
1.40
43.5
212
_ 60.4
3.47
67.8
4.55
4.43 4.50
0.532
33.1
42.9
3.29
0.876
27.8
2.ffi
40.8
159
0.766
56.7
24.0
36.3
222
4.72
2.59
162
0.()67
225
3.83
34.8
48.3
236
5.43
0.u2
170
3.21
19.3
u.8 u.2
50.4
2.16
138
1.28
5.55
15.8
33.9
2.08
195
1.19
47.1
33.0
200
45.8
-
125
'
272
5.07
12.9
2.28
0.675
4.70
20.8
31.8
2.13
183
1.26
44.2
28.B
2U
169
40.0
235
0.480
27.6
35.3
1U
2.65
63.7
3.83
95.4
3.67
25.9
2.45
0.705
3.54
26.1
25!
2.48
132
0.918
24.7
127
4.80
13.5
1.71
4.U
0.962
23.6
10.1
1.87
173
0.620
22.3
156
4.06
12.8
1.63
0.939
3.82
14.9
18.9
1.72
0.99'l
1B.B
0.939
3.81
2.94
15.7
23.4
0.643
i,
240
30.9
217 203
146
26.3
138
26.1
191
18.2
137
25.3
19'l
17.0
106
23.6
147
16.8
140
.
1.92 2.79
16.3
69.1 100
1.62 2.26
278
58.3
16.8
8't.4
14.6
46.4 79.6
81.0 113
64.5 111
83.5
:tr"ff:lff;"j;:I1ffi;xI:1ffi:"l2.7-1a|orl2.7-1bl,Section2.7,AlscSpecification,aslppticau",*n*ffi
65
ENGINEERING CONVERSION FACTORS Multiply
by
acres
hectares
x
4.C4r687
ares
to obtain
.444687 10 3
1076.39
.
board feet
144 sq.
in
x
1 in.
.0833
x
centimeters
3.28083
cubic centimeters
3.53145 x 1O5 6.102 x 10-z 2.8317 x 10-a 2.8317 x 10-2 6.22W5
10-2
.3937
cubic feet tt
t,
102
.025 16.38716 35.3145 1.30794 .764559 .0174533 .5556
....
cubic meters... cubic yards
.. .. .. . .. degrees, Fahrenheit (less 32 F " Centigrade foot pounds feet degrees,angular
degrees, Centigrade degrees, Fahrenheit (less 32 F.) kilogram meters centimeters
.13826 30.4801
meters
.304801
x
1.64468
10 a
.160538 , 1.20091
4 54596 gallons,
U.S.
liters
3.78il3 grams, metric
2.2M62
hectares
2.47lC/.
liters
x
.
inohpq
10
3
3.86101 x 1C:; .98632 1.01387 2.5/,001
horse-power, U.S. horse-power, metric centimeters
x
x
2.54001
105
10 2
25.4001
2.2U62
kilogram meters kilograms per meter kilograms per square centimeter kilograms p:r sqt1,are meter kilograms p:r
sqr1,are
millimeter
x x
9.84206 1.10231 7.233
10-a 10-3
.671972 14.2234
.20/817 9.14362 x 10s 1422.U .634973
kilograms per cubic meter kilometers
pounds, avoirdupois acres square feet square miles
1.076387
horse-power, metric horse-power, U.S.
millimeters miles, nautrcal cubic feet gallons, U.S. gallons, British lmperial cubic feet cubic inches
.832702 . 1 3368 231.
.
6.24283 .62137 .53959
x
10
2
meters
miliimeters pounds long tons short tons foot pounds pounds per foot pounds per square inch pounds per square foot long tons per square foot pounds per square inch long tons per square inch pounds per cubic foot miles, statute miles, nauttcal
AueRrceru lrusrrrurr op Srsel CorusrRucrror.r
66
centimeters feet
yards meters radians
1.8
.
tons, British Shipping tons U.S. Shipping cubic cubic cubic cubic
304.801
gallons, British lmperial . . .
cubic feet cubic inches cubic centimeters cubic meters gallons, B ritish lmperial liters
x
2.38095
.:
cubic feet feet inches
28.3170
cubicinches
square kilometers square feet cubic inches
ENGINEERING CONVERSION FACTORS Multiply I
by
liters
to obtain
.219975 .26417
I
x
3.53145
10
2
3.28083 39.37
i nches yards
1.09361
1.60935 .8684 6080.204 1.85325 1 .1516
f5 miles, nautical
i
kilometers miles, nautical feet kilometers miles, statute
3.28083 x 103 3.937 x 102
millimeters pounds, avoirdupois
453.592 .453592
4.464
x
4.53592 pounds per foot pounds per square foot pounds per square inch pounds per cubic foot
10-a
x x
102 104
16.0184 57.29578
radians
squarecentimeters . . . .
241.104
ACTES
x 9.29034 x
.
10 a
106
0929034 6.45163
square miles
.3861
roY,rr" meters
10.7639 1.19599 259.0 2.590
square miles square millimeters square yards
1.550
x
square feet square yards hectares square kilometers square inches square meters
10 s
8361 3
1016.05 2240. 1.01605 1.120
-
tons, long, per square foot tons, long, per square inch
tons, metrrc
tons, short
tons, British Shipping .
1.09366
x
10-a
1.57494 2204.62 .98r'21 1.10231
907 185
.
892857 907185 42.00 .952381
,11. U;,S Shippins yards
.
grams, metric kilograms tons, long tons, metric kilograms per meter kilograms per square meter kilograms per square centimeter kilograms per square milimeter kilograms per cubic meter degrees, angular
645. 1 63
550
9.2W34
square inches
eet inches f
square inches ares hectares square meters square centimeters square millimeters
.1
.
f::t
'qY,u'u
10q
x
1.48816 4.88241
7.031 7.031
gallons, British lmperial gallons, U. S. cubic feet feet
40.00 1.050 .914402
AvrenrcaN lrusrrrure
or Sreel
kilograms pounds tons, metric tons, short kilograms per square meter kilograms per square millimeter pounds tons, long tons, short kilograms tons, long tons, metric cubic feet tons, U.S. Shipping cubic feet tons, British Shipping meters
CorusrRucrroru
67
GIRCUI.AR HOLTOW SECTIONS DIMENSIONS, WEIGHTS AND SECTIONAL PROPERTIES OF CARBON STEEL TUBES FOR GENERAL STRUCTURAL PURPOSES Outside diameter (mm)
Wall thickness
W'eight
Moment of inertia
area.
Section modulus
Radius of gyrataon
(kg/m)
21.7
2.O
o.972
t.238
0.607
0.560
0.700
21.2
2.O
1.24
2.3
1.41
r.583 L799
r.26
0.930
1.41
1.03
0.890 0.880
(cm2)
(cma)
(cm3)
(cm)
34.0
2.3
1.80
2.291
2.89
1.70
2.3 2.8
2.29
1.12
42.7
2.76
2.919 3.510
5.97
2.80 3.29
1.43
48.6
2.3 2.8
2.63 3.16 3.s8
3.345 4.O29
10.6 1.8
1.64 1.62
1
3.70 4.36 4.86
17.8
5.760 7.1 00
s.90
23.7 28.5
2.06 2.03
9.41
43.7 49.2
3.2
60.s
76.3
89.1
101.6
114.3
r39.8
2.3
2.8
3.2 4.0
5.08 5,77 7.13
6.465 7.349 9.085
2.8 3.2 4.0 3.2 4.0 5.0
5.96 6.78 8.39 7.76 9.63
7.591
3.2
8.77 9.83
3.6 4.5
165.2
5.6
12.2 15.0
3.6 4.0 4.5 6.0 5.0
6.0 7.O
4.5 190.7
5.0
6.0 7.O
216.3
267.4
3r8.5
r 1.9
7.O2
8.99
4.s64 4.205
3.30 4.52 5.57
3.2 4.0
4.5
68
Sectional
(mm)
r
59.5 70.7 79.8 97.0 120
8.636 0.69 9.892
12.26 15.17
146 177
11 .17 12.52 15.52
172 192
234
19.r2
283
12.1
15.40
3.4 15.0
17.O7
19.13
r9.8
25.22
357 394 438 566
17.8 19.8
22.72 25.16
23.6 27.3
30.01
34.79
109x 10
20.7 22.9 27.3 31.7
26.32 29.17 34.82 40.40
114x10 126xlO 149x10
23.s
29.94
r
7y 808 952
I
7lx
10
4.5 6.0
3r.1
39.6,4
7.O
36.1
168x10 219x10 252x1O 284x10
7.U
15.9 r 7.9
3.05 3.04
21.8 23.6 28.8 34.9
3.48 3.45 3.42
30.2 33.6 41.0 49.6
3.93 3.92 3.89 3.8s
51.1
80.9
4.82 4.80 4.79 4.74
88.9 97.8 115 132
5.68 5.67 5.63 5.60
120 132
6.s9 6.57 6.53 6.50
56.3 62.7
156 179 155
203 233
8.0
41.1
38.7 45.0 51.2 57.4
49.27 57.27 65.19 73.06
421x1O 486x10 549x10 611x10
6.0
46.2
7.O
53.8 61.3 68.7
58.90 68.50 78.04
719x I 0 831x10 941x10
87.5r
452 522 59r
105x102
659
8.0 9.0
2.OO
2.60 2.59 2.s6
6.0 8.0 9.0
1.61
11.5 12.9 15.6
46.03 52.35
7.O
1.41
263
3.0r
7.49 7.44 7.40 7.37
315 363
9.24
411
9.18 9.14
457
9.21
11.1 r 1.0 1 1.0 10.9
/L-q L(H l-rJ.V Tq2>U -,/A>.4ttt q ).;.cr I / itq\
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Tabel Profil Konstruksi Baja 028050 O Kanisius 1988 PENERBIT KANtstUS (Anggota tKApt) Jl. Cempaka 9, Deresan, yogyakarta 552g1 Telepon (0274) 88783, Tereks 2s249, Fax (0274) 63349 Kotak Pos 1 12SNk, yogyakarta 55011 Cetakan pertama 1988 Cetakan kedua 1g8g Cetakan ketiga 1gg0 Cetakan keempat l ggo Cetakan kelima 1991 Cetakan keenam 1gg2 Cetakan ketujuh 1gg3
tsBN 979-413-158-X Hak Clpta dllindungi Undang-undang. Dilarang memperbanyak karya turis ini daram bentuk dan deng-an cara apa pun, termasuk fotokopi, tanpa izin tertulis dari penerbit. Dicalak oleh percslakan Kanisius yogyakarta
KATA PENGANTAR
Dengan kemajuan teknologi pada dekade 1970 - 1980, ada beberapa profil baja yang ternyata tidak efisien lagi, dan tidak digunakan lagi. Profil lama itu mencakup profil lnormal dan Profil lDlE/DlL/ DlN, dan sebagai gantinya telah diproduksi profil baja yang ekonomis yaitu bentuk l- WF (Wide Flange) dan "Structural Tees". Karena itu kami berusaha menyusun "Tabel Profil Konstruksi Baja" yang mencantumkan profil baru tersebut. Selain itu juga kami lengkapi dengan "Engineering Conversion Factors" dan beberapa tabel lain. Kami harap buku ini dapat berguna bagi para teknisi bangunan dan mahasiswa teknik, baik sipil maupun arsitektur.
Buku ini kami susun berdasarkan buku Steel Design Manual, American lnstitute of Steel Counstruction {AISC), New York, 1983 dan Japan Steel Design Handbook, Tokyo, 1981, serta tabel-tabel dan diktat-diktat kuliah pada Fakultas Teknik Sipil, Universitas Gadjah Mada, antara 1973 - 1980.
Akhirnya kami ucapkan terima kasih kepada semua pihak yang telah membantu penerbitan buku, khususnya Bapak lr. Morisco (Universitas Gadjah Mada) dan lr. Th. A. Adisoebagio (Universitas Trisakti), yang telah memberikan banyak petunjuk dan saran. Semula buku ini kami terbitkan sendiri di bawah nama Penerbitan Yayasan Sarana Cipta.
Yogyakarta, Desember 1 987 Penyusun
3
DAFTAR ISI
Kata Pengant ar Daftar lsi
3 5
Wide Flange Shapes (lnch.series) Light Beams and Joists (lnch Series) H Bearing Piles (lnch Series) Wide Flange Shapes (Metric Series) Structural Tees (lnch Series) Structural Tees (Metric Series) Profil Kanal
6
Profil Siku Baja Kanal Baja siku-siku samakaki Baja siku-siku tidak samakaki Tegangan-tegangan yang diizinkan menurut N 105b Gaya-pikul (kekuatan menahan) paku-paku keling Daftar Koefisien Tekuk rr.r untuk Baja Fe 360 R u mus-rumus untuk menentukan/ menghitu ng penampang batang-batang baja yang ditekan : [-ight Lip Channels rtight Channel f-{ollow Structural Tubings (mm Size) Lip Channels in back to back arrangement -ip Channels in front to front arrangement Elastic Design Euler Stress Values F'e f or Compression D astic Design Selection Tables Engineering Conversion Factors I 'cular Hollow Sections .
16
18 20 24 29 32 33 34 36 40
M 47
I 4S)
50 52
il 56 56 57 60 66 68
Sizes and Section Properties Wide Flange Shapes (lnch Serbs) Wdght
Section lndex
Deoth of
Flanoe
(A)
(B)
lbs/ft
kglm
300
tn
mm
1n
446.4
36.72
933
280
416.7
36.50
927
260
386.9
36.24
920
245
364.6
36.06
916
1
6.51 2
230
342.3
35.88
911
16.475
194
288
12.1 17
270.8
36.48 36.32
927
923
12.O72
36" WF
182 170
253.0
36.1 6
918
12.O21
36x12
160
238.1
36.0O
914
150
223.2 200.9
35.84
910
11
35.5s
903
36'WF 36 x16-1/2
135
33"WF 33x15-3/4
7
Web Thickness
widlh
Sriction
(t,
mm
rn
16.655
423
16.595
422
16 555
421
Flanoe
Corner
Thickfiess
'
)
Sectional
Radius
(tr)
mm
tn
0 945
24.@
0.885
22.48
0.845
21.46
419
0.802
20.37
418
0.765
19.43
308
o.770
19.56
'r.260
32.00
0.80
307
o.725
18.42
1
.180
29.97
0.80
305
o.680
17.27
1.100
27.94
0.80
12.OOO
305
o.653
16.59
1.020
25.91
.972
304
o 625
15.88
0.940
23 88
1',I.945
303
0.598
1
5.19
o.794
20.17
0.80
mm
rn
mm
1.680
42.67
1.O2
25.9
1.570
39.88
1.O2
25.9
1.440
36.56
1.O2
1.350
34.29
r.260
32.OO
Area cmz
in2
88.1 7
568.8
82.32
531
25.9
76.s6
493.9
1.O2
25.9
72.O3
467.7
1.O2
25.9
67.73
437.O
20.3
57.1
1
368.5
20.3 20.3
53.54 49.98
345.4 322.5
0.80
20.3
47.O9
303.8
0.80
203
4.16
284.9
20.3
39.70
256.1
.
.1
240
357.2
33.50
851
15.865
403
0.830
21 08
1.400
35.56
0.96
24.4
70.52
220
327.4
33.25
845
402
o.775
19.69
1.275
32.39
0.96
24.4
64.73
455.0 417.6
200
297.6
33.OO
838
5.810 'r5.750
400
0.7i5
18.16
1.150
29.21
0.96
24.4
58.79
379.3 288.5
1
1
:
152
226.2
33.50
851
1
1.565
294
0.635
16.13
1.055
26.80
0.75
19.O
4l.71
WF
141
209.8
33.31
846
1
1.535
293
0.60s
15.37
0.960
24.38
0.75
19.O
41.51
267.8
33x11-1/2
130
193.5
33.1 0
841
1
1.510
292
0.580
'14.73
0.8s5
21.72
0.75
19.O
38.26
246.8
118
175.6
32.86
835
11
.484
292
0.554
14.O7
o.738
18.74
o.75
19.0
34.71
223.9
210
312.5
30.38
772
1
05
384
o.775
19.69
1.315
33.40
o.91
23.1
61.78
398.6
I
19Q
2828
30.r2
765
15.040
382
0.710
18.03
't .1
85
30.ro
o.9r
23.1
55.90
360.6
I
256.0
29.88
759
14.985
381
0.65s
16.64
1.065
27.O5
o.91
23.1
50.65
326.8
770
10.551
268
0.615
15.62
1.000
25.N
o.70
17.8
38.83
250.5
10.521
267
0.s85
14.86
0.930
23.62
o.70
17.8
36.45
I
33'
30'wF 30x15
30'wF *x1O-1/2
27'WF 27 x14
172
5.1
a
I
132
196.4
30.30
124
184.5
30.16
116
172.4
30.00
762
10.500
267
o.564
14.33
o.8so
21.59
o.70
17.8
34.r3
235.2 220.2
108
r60.7
29.82
757
10.484
266
0.548
13.92
0.760
19.30
o.70
17.8
31.77
205.0
I
99
147.3
29.U
753
10.458
266
o.522
13.26
0.670
17.O2
0.70
r
7.8
29.11
187.8
a
-766
a
J
177
263.4
27.31
694
14.090
358
o.725
18.42
1.190
30.23
o.86
21.8
52.10
336.1
€
160
238.1
2t.o8
688
14.023
356
o.658
16.71
1.O75
27.31
o.86
21.8
47.O4
303.5
€
145
215.8
26.88
683
13.965
355
0.600
15.24
o.975
24.77
o.86
21.8
42.68
275.4
c
114
169.7
27.28
693
10.070
256
o.570
14.48
0.932
23.67
o.64
r6.2
33.53
218.3
4
102
151.8
27.O7
688
10.018
254
o.518
13.16
o.827
2r.01
0.64
16.2
193.6
91
139.9
26.91
684
9.990
zil
30.o1
o.490
12.45
o.747
18.97
o.64
18.2
27.65
178.4
125.O
26.69
678
9.963
253
o.403
1
1.76
o.636
16.15
o.64
r6.2
24.71
159.4
t
27' WF 27 x10
6
u
2
Moment of lnertia Jx
Radius
Jv
of
Gyration
x
Modulus
of
Section
Zx
tY
Section lndex
Zy
in.
cml
in.
cml
1n
cm
tn
cm
20,290.2
844,600
1,225.2
46,730
15.17
38.s3
3.73
9.47
1, I
18,819.3
783,rtOO
1,127.5
46,320
1
5.12
3.70
9.40
1,031.2
17,233.8
717,NO
1.020.6
45,880
15.00
38.40 38.1 0
3.65
9.27
951
.1
15,588.5
2,O20.9
16,092.2
669,900
9M.7
45,560
14.95
37.97
3.62
9.19
892.5
14.628.1
123.3' 't14.4
14,988.4
623,900
870.9
45,250
14.88
37.80
3.59
9.12
835.5
13.693.8
105.7
1,732.4
12,103.4
503,800 469,600
355.4
14,790 'r3,640
14.56
36.98
2.49
6.32
663.6
10,876,4
58.7
962.1
1452
36.88
2.47
6.27
621.2
10,181.5
54.3
890.O
435,800 405,400
300.6
1
2,510
14.47
36.75
2.45
6.22
579.1
9.491.4
275.4
1
1,460
14.38
36.s2
2.42
6.15
541.0
8,867.O
50.o 45.9
819.5
9,738.8 9,012.1
375,200
250.4
10,420
14 29
6.04
502.9
8,242.5
41.8
685.1
324,500
207.1
8,621
14 01
36.30 35 58
2.38
7,796.1
2.28
5.79
438.6
7,188.6
34.7
568.7
' 3.585.1
565,500 512,500
874.3 782.4
36,400
13.88
35.26
3.52
8.94
811.1
13,293.9
1',to.2
1.806.2
'2.312.1
13.79
35.03
3.48
8.84
740.6
12,138.4
99.0
1,622.6
' 1.048.2
459,900
691.7
32,570 28.190
13 71
34.82
3.43
8.71
669.6
10,974.7
87.8
1,439.0
3 147.6
s39,200
256.1
10,660
13.50
34.29
2.39
6.07
486.4
7,972.1
44.3
726.1
M2.2
309,800
229.7
9.562
13.39
34.O1
2.35
5.97
446.8
7,323.O
39.8
652.3
33" WF
5,699 0
278.900
201.4
8,384
13.23
33.60
2.29
5.82
4048
6,634.7
35.0
33 x11-1/2
5 886.9
245.100
170.3
7,089
13.02
33.O7
2.22
5.64
358.3
5,872.5
29.7
573.7 486.8
) 872.4
410,100
701
I
29,470
12 64
32.1 0
3.38
8.58
649.9
10,651 .9
93.7
1,535.7
82s.9
624.6
26,OOO
12.57
31 .93
3.34
8.48
586.1
9,606.2
83.1
1,362.O
: 891 .5
367.400 328.500
550
1
22,900
12 48
3i.70
3.30
8.38
528
2
8,657.2
73.4
1,203,0
5 753.1
239,500
185.O
7,701
12.17
30.91
2.18
5.54
379.7
6,223.3
35.1
575.3
3 347.1
222,600
169.7
7,064
12.11
30,76
2.16
5.49
354.6
5,81 1.9
32.3
529.4
4 919.1
2@,800
153.2
6,377
12.OO
30.48
2.12
5.38
327.9
5,374.3
29.2
478.6
461.O
185,700
1
35.1
5,624
1
1.85
30.10
2.06
4,903.9
25.8
422.9
166,000
1
16.9
4,866
1
1.70
29.72
2.OO
5.23 5.08
299.2
3 988.6
269.1
4,410.5
22.4
367.1
1
1,281.5
10,470.0
7
3
I
327.7
inr
cm3
05.1
in3
cm3
12.6
147 .1
16,901.4
135.9
2,410.9 2,227.4
r 8,1
1,875.0
752.3
:-?qA
280,1 00
518.9
21.600
1
1.36
28.85
3.16
8.03
492.8
8,077.O
73.7
1,207.9
:-
t1t)
2s0,500
458.O
19,060
1
1.31
28.73
3.12
7.92
444.5
7,285.4
65.3
1,O70.3
I-
aJ
225,400
406.9
16.940
11
.26
28.60
3.09
7.85
402.9
6,603.5
58.3
955.5
169,900 150,000
149.6
6,228
1
1.O3
28.O2
2.11
5.36
299.2
4,903.9
29.7
486.8
129.5
5,391
10.96
27.83
2.O8
5.28
266.3
4,364.7
25.9
424.5
325671
rgO,OOO
1 1
5.',I
4,791
10.87
27.61
2.O4
5.18
242.8
:::33
3,979.5
23.O
377.O
117,600
95.7
3,984
10.69
27.15
1.97
s.oo
211.7
3,469.8
19.2
314.7
40805 3
604
1
i
36'WF 36x1p-1/2
36' WF 36x12
33" WF
33x15-3/4
30" wF 30 x'15
30'WF 30 x 1G1/2
27" WF 27
x14
27'WF x10
27
Wide Flange Shapes (lnch Soriosl- Contirrred Wdght
Section lndex
I
24
WF
24x14
24'WF
24x12
24'WF 24
x9
21 x13
21',WF 21
x9
21' Vtr
21x*1/4
18'WF 18x11-3/4
r-
Web Thickness
widih (B)
(t,
Flanoe Thicknless
Corner
(t,
)
lbs/ft
kg,/m
ln
mm
tn
mm
tn
mm
160
238.1
24.72
628
14.091
3s8
0.6s6
16.66
1
.135
r45
215.8
24.49
622
14.043
357
0.608
15.44
1.020
r30
r
93.5
24.25
616
14.OOO
356
0.565
14.35
0.900
tn
Sectione
Radius
mm
Area
in
mm
in2
cFF
28.83
o.70
17.8
47.O4
303 :
25.91
0.70
17.8
42.62
27a:
22.86
0.70
178
38.21
245
1
120
178.6
24.31
617
12.088
&7
o.556
14.12
o.930
t10
24j6
23.62
o.70
17.8
163.7
35.29
614
12.U2
227'
306
o.510
12.95
r@
o.855
21.72
o.70
17.8
148.8
24.@
32.36
208
E
610
12.OO0
30s
0.468
1
1.89
o.775
19.69
0.70
17.8
29.4ir
189
S
r 78.3
94
139.9
24.29
617
9.061
230
o.516
13.11
o.872
22.15
0.54
84
r3.8
27.63
125.O
24.@
612
9.015
229
o.470
1
1.94
o.772
19.61
0.54
13.8
76
24.71
113.1
607
8.985
228
o.40
159
23.91
1
1.18
o.682
17.32
0.54
13.8
22.37
144.3
23.71
602
8.961
228
0.416
10.57
o.582
14.78
o.54
13.8
20.00
r 29.C
101.2
.
142
2'-t 1.3
z'-t.46
545
13.132
334
0.659
16.74
1.O95
27.81
0.65
r
6.5
127
41.76
21.24
269 4
189.O
539
13.061
332
o.588
14.94
o.985
25.O2
0.65
16.5
1'.t2
166.7
37.y
21.0O
533
2&
-c
13.OOO
330
o.527
r
3.39
o.86s
21.97
o.65
16.5
32.93
212
a
96
142.9
21.14
537
9.038
230
0.575
14.61
o.935
23.75
o.65
'r6.5
82
28.21
182.C
122.O
20.86
s30
8.962
228
0.499
12.67
o.795
20.1
I
o.6s
16.5
24.10
155.5
73
108.6
21.24
539
8.295
z'.t
68
101.2
21 .13
537
8.270
210
1
o.455
r 1.56
o.7Q
18.m
Q.54
13.7
21.46
138.5
o.430
ro.92
o.685
17.q
o.54
13.7
20.o2
r 29.2
82
92.27
20.99
533
8.2n
209
o.400
10.16
0.615
15.62
0.54
13.7
55
8r.85
18.23
117.6
20.80
528
8.215
209
0.375
9.52
o.522
13.26
o.54
13.7
r
6.18
104.4
114
169.7
18.48
469
11.833
301
0.59s
15.1
1
o.991
25.17
o.60
15.2
33.51
105
156.3
18.32
465
11
.792
300
o.554
14.O7
o.911
23.14
o.60
15.2
1
96
30.86
142.9
99.1
18.16
461
1
1.750
298
o.512
13.OO
0.831
21 .11
o.60
15.2
28.22
1
82.1
101.1
216.2
85
126.5
r8.32
465
8.838
224
o.526
13.36
o.911
23.14
18', WF
o.60
15.2
24.97
77
114.8
18.16
461
8.787
223
0.475
12.O7
o.831
18x8-3/4
21.OO
o.60
15.2
70
22.63
146.0
[email protected]
18.00
457
8.750
222
0.438
1
1.13
o.751
19.O8
0.60
15.2
20.56
95.24
132.6
17.87
454
8.715
221
o.rrc3
10.24
o.686
17.42
o.60
15.2
r8.s
121.3
18' WF 18x7-1/2
8
Flanoe
(A)
68
21'WF
Deoth of Section
u 60
89.29
19.25
4U
7.558
192
0.416
10.57
o.695
17.65
o.43
10.9
55
81.85
r8.12
17.84
r r3.8
460
7.532
191
o.390
9.91
0.630
16.00
o.43
50
ro.9
74.41
18.00
r0.r9
to4.5
457
7.500
191
o.358
o.570
14.48
0.43
10.9
45
66.97
14.71
17.86
4il
9.09
94.9
7.477
190
o.335
8.51
0.499
12.67
0.43
ro.9
13.24
85.4
LI{
Mornent
a
r' 35 50 E5
of
lnertia
Radius
Jv in.
cml
tn
of
Gyration
ix cml
tn
Modulus
ty cm
of
Section
Zx
tn
cm
in,
cm3
5,1r0.3
212,7@
492.6
20,510
10.42
26.47
4,561.O
3.23
189.900
8.20
434.3
413.5
18,080
6,777.3
69.9
10.34
1,145.7
26.26
3.19
8.10
372.5
6,105.3
61 .8
10.24
1,012.9
26.O1
3.13
4,O09.5
166.900
375.2
15,620
7.95
330.7
5,420.2
53.6
878.5
1.7
3,635.3
151,300
254.O
ro.570
10.15
t8
25.78
3.3r5.O
2.68
6.81
138,OOO
299.r
229.1
4,90.2.2
9,537
42.O
10.12
25.70
688.4
)-9
2.987.3
2.66
6.76
274.4
4,497.4
10.o8
38.O
25.60
622.8
2.63
6.68
248.9
4,O79.5
33.9
124,m
203.5
8,471
Section lhdex
Zy in!
cm3
5s5.6
24"WF
24x14
24'. WF
24x12
t3
2,683.O
111,700
102.2
4,254
9.85
25.O2
2,364.3
1.92
98,420
4.88
)-a
88.3
220.9
3,676
3,620.6
9.78
22.6
24.84
370.4
1.89
4.80
r96.3
3.217.4
19.6
321.2
24'. wF
24x9
i-3
2,096.4
87,270
76.5
3,184
o
9.68
24.59
r,814.5
1.85
75.530
4.70
175.4
63.8
2,874.8
2,656
17.O
9.53
278.6
24.2.1
1.79
4.55
1
53.1
2,590.3
14.2
232.7
1
3.403.1
141,700
385.9
16,060
9.03
22.94
3.04
9
7.72
3,O17.2
125,600
317.2
338.6
5,1 98.9
14,100
58.8
8.99
22.83
963.7
3.O1
7.64
284.1
4,656.4
51 .8
8.92
849.0
22.66
4.O90.9
44.6
731.O
5
2.620.6
109.100
289.7
12.060
2.96
7.52
249.6
21" WF .,1
x13
0
2.088.9
86,960
109.3
4,550
8.60
1.752.4
21.84
1.97
5.OO
72,950
197.6
5
89.6
3.238.7
3,730
396.6
2'.1.67
't.93
24.2
8.53
21" WF
4.90
168.O
2.753.5
20.o
327.8
21
xg
t
1.600.3
66,620
66.2
2,756
8.64
21.94
1.76
I
't,478.3
6t,5@
4.47
r
50.7
60.4
2.470.O
2,514 2,210
16.0
8.59
262.2
21.82
1.74
4.42
139.9
2,293.O
14.6
8.53
21.67
239.3
1.71
4.34
21'
126.4
8.&
2,O71.7
12.9
21.34
211.4
1.65
21x8-1/4
4.19
109.7
1,798.O
10.7
175.4
D
l )
1,326.8
1,1&.7
55,230
47.490
53.1
4.O
1,832
2.033.8
84,660
255.6
10,640
7.79
19.79
!.852.5
2.76
7.O1
77,120
220.1
231.O
3,607.4
9,616
43.2
7.75
708.0
19.68
2.73
6.93
202.2
3,314.0
8,609
39.2
7.70
642.5
19.56
2.71
6.88
184.4
1,674.7
69,710
206.8
3,O22.3
35.2
576.9
WF
18" WF x 11-3/4
18
1.429.9
59,520
99.4
4,138
7.57
19.23
1,286.8
2.@
5.08
1
53.570
56.1
88.6
2,558.s
3,688
22.5
7.54
368.8
19.15
1.98
5.03
141.7
2,322.5
20.2
7.49
r9.o2
331.1
1.95
18'WF
4.95
128.2
2,101.2
17.9
293.4
18.95
18
1.93
4.90
1
l7.O
1,917.6
l6.r
263.9
2U.9
1.153.9 1,O45.8
48,O30
43,530
78.5 70.3
3,268 2,926
7.46
984.0
40.960
47.1
1,961
7.47
18.97
1.63
889.9
4.'.14
37,UO
107.8
1,78
1,766.8
42.O
12.5
7.41
18.82
1.6r
4.O9
98.2
r,609.5
1,54t!
11.1
7.38
181.9
18.74
I.59
4.U
89.0
1,458.7
7.30
9.9
162.3
18.54
1.55
3.94
78.9
1,293.2
8.s
139.3
[email protected] 704.s
33.330 29,330
37.2
31.9
1,328
x8-3/4
18'WF 18x7-1/2
I
Wide Flange Shapes llnch Serieo)-Continued Weight
Section lndex
lbs/ft
16'WF 16x11-1/2
16'WF 16xB-1/2
96 88
Flanoe
(A)
(B)
kglm
tn
mm
142.9
16.32
131.O
16.16
415 410
78
116.1
16.32
415
71
105.7
16.16
410
64 58
95.24
16.00
86.31
15.86
406 403
Web Thickness
width
Sriction
Flanoe (
mrTt
ln
mm
tn
mm
1
1.533
13.59
o.5@
12.80
o.875 o.795
22.23
1.502
293 292
o.535
1
2'.\.8
o.529 o.486
13.M
0.875 o.795 0.715 o.645
22.23 20.19
8.586 8.543 8.500
8.464
217
12.34
o.443
11.25
o.N7
10.34
0.380 0.346 0.307 0.299
9.65 8.79 7.80 7.59
o.628 o.563 o.503
14.30
o.428
10.87
3.O33
77.O4
72.21
53.1 6
49.23
74.41
16.25
413
7.O73
180
16.12
/tOg
N
7.039
179
x7
66.97 59.53
16.00
/tOo
7.@O
36
53.57
15.85
403
6.992
178 178
426
634.O
18.69
424
1.875
18.31
16.590 16.475
421
1.770
47.63 44.96
370 342
592.3 550.6 s09.0
42.O4
1.545
39.24
476.2
16.81
1.890
48.O1
314 287
'467.3
1'7.19
437
.415
35.94
427.1
16.81
30
1.310
33.27
2.843 2.6s8 2.468 2.093 2.283 2.093
264 246
392.9
16.50
16.025
407
1.205
30.61
1.938
366.1
16.2s
15.945
352.7
16.12
228
16.00 15.87 15.75
400
28.58 27.e9 26.54 25.53 24.89
202
339.3 325.9 314.0 300.6
405 404 403 402
1.125
237
427 419 413 409 406 403
418 416 424 412 410
1.655
*3zo
475 465 456 446 427
16.695
398
15.63
193
287.2
15.50
397 394
184
15.38
391
176
273.8 261.9
15.25
167
248.5
15.12
387 384
158
235.1
15.OO
381
150
223.2
14.88
142
2'.t't.3
14.75
378 375
136
202.4
14.75
127
189.O
14.62
119
177.1
14.50
111
165.2
14.37
103
153.3
95 87
141.4 129.5
14.00
14'WF 14x16
219 211
14' WF
14x1+1/2
f,lote:
*
16.365
16.710
16235 1
6.1
15.9r
O
15.865 15.825
15.800 15.750 15.710
15.660 15.640 15.600 15.550 15.515 15.500
401
400 399 398 397 396 39s 394 394
375 371 368 365
14.7N
374
14.690 14.650 14.620
373
14.25
362
14.575
14.12
359 356
14.545
Column Core Section
14.500
I
216 215
50
17.56
20.1
372 371 370 369 368
1
1.090 1.O45 1.OO5
0.980 0.930 0.890 0.840 0.820 0.780 0.730 0.695 o 680
18.16 16.38
15.95 12.78
67.51
62.69 53.1 6
57.99
.813
46.05
1.748
M.40
1.688
42.88
1.623
41.22
1.563
39.70
1
23.62
1.503
38.1 8
22.61
1.438
36.53
21.34 20.83
1.378
35.O0
1.313
19.81
1.248
33.35 31.70
18.54
1
17.65
1.128
28.65
17.27
1.063
27.OO
,188
30.1
I
0.660 0.610 0.570
16.76
1.063
27.@
15.49
.2s.35
o.s40
13.72
o.495 o.465
12.57
o.998 0.938 o.873 o.813
1
1.81
o.748
19.OO
o.420
'to.67
o.688
17.48
14.48
Sectional Area
Radius
tz)
1n
45
't7.94
Corner
Thickfress
(t,i
16'wF 16
10
Deoth of
23.83 22.17
20.65
ln
mm
in2
0.60 o.60
15.2
28.22.
1
15.2
25.87
167.0
0.60 0.60 o.60 0.60
15.2
2},02
147.9
15.2
20.86
134.6
0.43 o.43 0.43 o.43
o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 o.60 o.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
0.60 0.60 0.60 o.60 0.60 0.60 0.60
cmr 82.1
15.2
18.80
121.3
15.2
't7.o4
109.9
10.9
14.70
94.8
10.9
13.24
85.4
10.9
11.77
75.9
10.9
10.59
68.3
15.2
125.25
15.2
1
15.2
16.98
808.1
754
t'
15.2
108.78 100.59
15.2
94.12
607.2
15.2
595.s
15.2
92.30 84.37 77.63 72.33 69.69 67.06 64.36
15.2
62.O7
15.2 15.2
s9.39 56.73
15.2
54.O7
348.8
15.2
51.73
333.7
15.2
49.O9 46 47
316
15.2
44.O8
284.1
15.2
41.85
270.C
15.2
39.98 37.33 34.99 32.65 30.26 27.94 25.56
257.9
15.2 15.2 15.2 15.2 15.2
15.2
15.2 15.2
't5.2 15.2 15.2 15.2
701.8 649.C
544.3 500 E 466.6 2t49.6 432.e 415.2
400.s 383 2 366.C
7
299.8
2N.8 225.7 210.6 195.2
180.3 164.9
Moment of lnertia in.
cml
207.O
! I
1,042.6
43,400
87.5
i I I
I
l I I
; !
i
1.95
17.01
1.93
6.66
16.92
1.91
4.95 4.90 4.85 4.78
3.91
16.81
655.4 583.3 515.5 446.3
27,280 24,280 21,460 18,580
34.8 30.5 26.5
1,49
16.97
1.54
22.1
920
6.68 6.64 6.62 6.49
5,610.3 5.013.7
275,200 250,300
5,454.2
227,OOO
.1.91
1
204,400 172,400 1 83,1 00 162,800 146.800 134,400 128,200 122,500
.5
1.141.7 .1,399.4
3.228.9 3.080 9
2.671 .4
11 1,200
I l ] l I I I
17.12
662
i
D
6.74 6.70
2,518
1
]
3,642 3.243
1.88
2.798.2
I
2.67
2,847
I
I I
2.71
17.45
68.4 60.5
2.942.4
I
17.60
6.87
77.9
!
t
6.93
34,710 31,700
3,526.0 i
8,625 7 .710
39,OO0
105,700 100,ooo 94,700 89,480 84,120 19,120 74,380 69,610
2.538.8 2 402.4
:2748
:
16.500
149.6
:3208
' :"lO 6 --369 "a122
' 593 0 '.1.767 . :73 1 ' :66 5 '65 8 ' f53 5 316,6I
4O,25O
1,103
2,359.5 I 98,220 2.169.71 90,320 1,986 0 82,670 | 1,806 9 I 75,220 16351I 68,070 1 .631 .4 I 67,910 1,466.5 61,050 | 1.331.2 55,420 1,226.61 51,060 48,900 1 ,1 74.8 1,12481 46,820 44,680 1,O73.2 I
|
1,028.6 979.7
930
1
882.7
837.9 790.2 745 0 702.5 660.1
i
66.310 61,470 57,160 52,720 48,530 44,270
1,270
567.7
527.6 491.8 454.9 419.7
383.7 349.7
42,820 40,780 38,720 36,740 34.880 32,890 31.010 29,240 27.480
23,630 21,960 2A,470 18,94C)
17,470 r 5,970 14,560
Section
6.88 6.78
Sec6on
Zy
inr
cm
In
936.9 833.8 ?46.4
3,91 2.'l
i
185.2
of
Zx
ty cm
cml
56,410 50,890
Modulus
Gyration
tn
inl
,355.1 1,222.6
1
of
tx
J
Jx
I
Radius
cm3
lndex
in3
cmr 588.4 527.8
2,722.4 2.479.8
35.9
151.3
127.8
2,094.6
20.4
15.9
1,899.6
18.2
104.2
1,707.8
16.1
94.1
1.542.3
14.3
334.4 298.3 263.9 234.4
80.7
1,322.7
9.8
160.6
8.7
66.1
1
1
32.2
16',WF 16 x11-1/2
16" WF 16
x8-1/2
16,86
1.62
3.86
72.4
1,186.6
142.6
16'WF
16.81
1.50
3.81
64.4
1,055.5
7.6
124.6
16
16.48
1.45
3.68
s6.3
922.8
6.3
103.2
7.26
18.44
4.34
11 .O2
18.21
4.31
10.95
707.4 6s6.9
7.08
17.98
10.84
608.1
10.77 10.59
559.4 492.8
1,594.3 10,766.6 9.966.8 9,168.6 8,077.0
282.7
7.17
10.67
51 1.9
8,390.0
201.0
4,633.4 4,287.6 3,951.6 3,618.9 3.207.5 3,294.4
465.5 4?7.4 397.4
7,629.5
181.8
2,979.7
66.1
1
I
261.6 | I
241.1
I
220.8
6.99 6.63 6.90
17.75 17.53
4.27 4.24 4.17 4.20
6.81
17.30
4.17
10.59
6.74
17.12
4.14
10.52
6.68
16.97
4.12
10.46
6.65
16.89
4.11
10.M
382.2
6,264.2
147 .7
2,772.4 2,522.4 2,420.8
6.62
16.8',r
10.41
141.8
2,324.1
16.74
5,779.1
135.6
2,222.5
6.56 6.54
16.66
4.O7
10.34
367.8 352.6 339.2
6,O28.2
659
4.10 4.08
5,559.5
130.2
2,134.O
16.61
10.3'l
324.9
5,325.1
124.4
2,038.9
6.51
16 54
4.06 4.05
10.29
310.O
5,080.9
1
18.4
1,940.6
6.49
16.48
4.O4
10.26
295.8 281.9
112.7
1,847.2
07.1
1,755.4
101.3
1,660.3
9s.8
1,570.2
90.6
1,484.9
85.2
1,396.4
16.84
195.7 |
| I
10.36
]
7,005.1
1
6,513.4
153.9
6.37
16.1 8
3.99
10.1 3
6.32
'r6.o5
3.97
10.o8
226.7
4,848.2 4,620.3 4,381.0 4,153.2 3,936.9 3.715.6
6.31
16.03 15.98
9.58 9.55 9.52
216.0
3,54o.2
77.O
1,262.0
202.O
3,310.7'
71.8
1,176.8
189.4
67.'l
1,099.8
9.47
176.3
62.2
1,019.4
9.45 9.42 9.40
163.6
3,104.3 2,889.6 2,681.4 2,468.3 2,263.4
57.6
944.1
52.8
865.4
48.2
790.O
6.45
16.38
4.O2
10.21
642
1
6.31
4.01
1
6.18
267.3
6.40
16.26
400
10.1 6
253.4 240.2
6.21
15.77
3.77 3.76 3.75 3.73 3.72
6.1 7
15.67
3.71
6.15
15.62
3.70
6.29 6.26 6.23
15.90 15.82
150.6 138.1
1
x7
14"WF '14
x 16
14'WF
14x1+1/2
11
Wide Flange Shapes (
lnch Seriesl - Continued Section lndex
Weight
lbs/ft
Flanoe
(A)
(B)
Web
widih
Section
Thickness (t,
kg/m
ln
mm
in
mm
tn
)
Jnm
Flanoe
Thickicss (trI tn
mm
Sectirar
Corner
Are
Radius tn
mm
in2
cn'
14"WF
84
125.0
14.18
360
12 023
305
0 45'r
1
1.46
o.778
19 76
0.60
15.2
24.71.
'l5g
14x12
78
1
16.'l
14 06
357
12000
305
o 428
1
1.87
o 718
18 24
o.60
15.2
22.94
14E :
14'WF 14x10
74
110.1
14.r 9
360
10.o72
256
o.450
1
1.43
o.783
19.89
o.60
15.2
?1.76
14O
68
101.2
14.06
357
10.040
255
o.418
10.62
o.718
18.24
0.60
15.2
20.oo
61
90.78
13.91
353
10.000
254
o.378
9.60
0.643
16.33
o.60
15.2
17.94
: il5r00 [
14' WF 14
x8
4
r
12S
53
78.A7
13.94
354
8.062
205
0.370
9.40
0.6s8
16.71
o.60
15.2
15.59
48
71.43
13.81
351,.
8.031
204
0.339
8.61
o.s93
15.06
o.60
15.2
14.1I
91i
43
63.99
13.68
347
8.000
203
0.308
7.82
o.528
13.41
o.60
15.2
12.65
81 r
38
56.55
14.12
359
6.776
172
0.313
7.95
0.513
13.03
0.43
10.9
11.17
72'
34
50.60
14.OO
356
6.750
171
o287
7.29
0.453
1
1.51
0.43
10.9
10.oo
645
30
M.&
13.85
352
6.733
171
o.270
6.86
0.383
9.73
o.43
10.9
8.81
56.r
190
282.8
14.38
365
12.670
322
1.060
26.92
1.736
4.O9
0.60
15.2
55.86
360.4
151
239.6
13.88
353
12.515
318
o.905
22.99
1.486
37.74
o.60
15.2
47.38
305.7
133
197.9
13.38
340
12.365
314
o.755
19.18
1.236
31.39
0.60
15.2
39.11
252.3
120
178.6
13.12
333
12.320
3r3
0.710
18.O3
1.106
28.09
o.60
15.2
35.31
227.8
106
157.7
12.88
327
12.230
311
0.620
15.75
o.986
25.M
o.60
15.2
31.19
201.2
99
147.3
12.75
324
12.190
310
0.580
14.73
o.921
23.39
o.60
15.2
29.O9
187.7
92
136.9
12.62
3?1
1
2.1 55
309
o.545
13.84
o.856
21.74
0.60
15.2
27.06
174.6
85
126.5
12.50
318
1
2.1
05
307
o.495
12.57
0.796
20.22
0.60
15.2
24.98
161.2
79
1
17.6
12.36
314
12.080
307
o.470
1
1.94
o.736
18.69
o.60
15.2
23.22
149.8
72
107.1
12.25
311
12.ON
306
0.430
10.92
o.671
17.U
o.60
15.2
21.r6
136.5
65
96.73
12.12
308
12.OOO
305
o.390
9.91
0.606
15.39
0.60
r5.2
19.11
123.3
12',WF
58
86.31
12.19
310
10.o14
254
o.359
9.12
0.641
16.28
o.60
15.2
17.06
t 10.1
12x10
53
78.87
12.06
306
ro.0@
254
o.345
8.76
o.576
14.63
0.60
1s.2
r5.59
100.6
50
74.41
12.19
310
8.O77
26
0.37r
9.42
0.641
r6.28
0.60
15,2
14.71
94.9
45
66.97
r2.06
306
8.O42
2*
0.336
8.s3
0.576
14.03
0.60
15.2
13.24
85.4
&
59.53
1
1.94
303
8.mo
203
0.294
7.47
o.516
13.11
0.00
15.2
11
.17
75.9
36
53.57
'12.24
311
6.565
167
0.305
7.75
o.540
13.72
o.37
9.rto
10.59
68.3
31
46.13
12.09
307
6.525
166
0.265
6.73
0.465
11.81
0.37
9.40
9.12
58.8
27
@.18
1
1.96
3o/1
6.500
165
o.2N
6.10
0.400
10.16
0.37
9.40
7.97
51.4
14' WF 14x6-3/4
12'WF
12x12
12'.WF 12
x8
12' .WF
12x6-112
12
Deoth of
Moment of lnertia
!
Jx )ttt'
i3l
,:[4
c:
,ta
ra L
inr
Radius
Jy cm'
of
Gyration
x
Modulus
of
Section
Zx
tY
Section lndex
Zy
int
cml
tn
cm
in
cm
in3
cm3
in3
cm3
928.4
38,6s0
225.5
9,387
6.13
15.57
3.02
7.67
130.9
2.145.4
37.5
614.6
14'WF
851.2
35,430
206.9
8.613
6.O9
15.47
3.OO
7.62
121.1
1,984.8
34.5
565.4
14x12
796.8
33,170
133.5
5,557
6.O5
15.37
2.48
6.30
112.3
1,840.6
26.5
434.3
724.1
30,1rto
121.2
5,O45
6.02
15.29
2.46
6.25
r03.0
1,688.1
24.1
39s.0
641.5
26,76
107.3
4,467
5.98
15.19
2.45
6.22
92.2
1,511.2
21.5
352.4
542.1
22,570
57.5
2,394
5.90
14.99
1.92
4.88
77.8
1,275.1
14.3
234.4
484.9
20,180
51.3
2,136
5.86
14.88
1.91
4.85
70.2
1,150.6
12.8
209.8
429.O
r7,860
45.r
1,877
5.82
14.78
1.89
4.80
62.7
1,O27.6
1
1.3
185.2
385.3
16,040
24.6
1,O24
5.87
14.91
1.49
3.78
54.6
894.9
7.3
1
339.2
14,124
21.3
886.8
5.83
14.81
1.46
3.71
It8.5
794.9
6.3
1o3.2
289.6
r2,060
17.5
728.5
5.73
14.55
1.41
3.58
41.8
685.1
5.2
85.2
1,892.5
78,780
589.7
24,550
5.82
14.78
3.25
8.26
263.2
4,313.8
93.1
1,525.9
1,541.8
64,180
48,6.2
20,2N
5.70
14.48
3.20
8.13
222.2
3,641.8
77.7
1,273.5
',,221-2
50,840
389.9
16,230
5.59
14.24
3.16
8.03
182.5
2,991.?
63.1
't,ou.2
i,o71.7
u,610
345.r
14,360
5.5r
14.OO
3.13
7.95
163.4
2,678.1
s6.0
917.8
930.7
38.740
300.9
12,520
5.46
13.87
3.11
7.90
144'.5
2,368.4
49.2
806.4
858.5
35,7N
278.2
11,580
5.43
13.79
3.O9
7.85
13tl-.7
2,207.7
45.7
749.O
788.9
32,W
256.4
10,670
5.40
13.72
3.08
7.82
125.0
2,O48.8
42.2
691.6
723.3
30.r 10
235.5
9.803
s.38
13.66
3.O7
7.82
1
15.7
1,896.3
38.9
637.6
663.O
27,ffi
216.4
9,008
5.34
13.56
3.Os
7.75
107.1
1,755.4
3s.8
586.8
597.4
24,870
195.3
8,130
5.31
13.49
3.04
7.72
97.5
1.598.0
32.4
531.O
533.4
22,2@
174.6
7,268
5.28
13.41
3.02
7.67
88.0
1,42.3
29.1
476.9
476.1
19,820
1o7.4
4,471
5.28
13.41
2.51
6.38
78.1
1,280.0
21.4
350.7
4?6.2
17,7&
96.1
4,000
5.23
13.28
2.48
6.30
70.7
1,158.8
19.2
314.7
19.6
t1
394.5
10,420
56.4
2,W
5.18
13.16
1.96
4.98
u.7
1,060.4
't4.o
ia
229.5
350.8
14,600
so.o
2,081
5.15
13.O8
1.94
4.93
58.2
953,9
12.4
203.2
3r0.1
12,910
4.1
1,836
5.13
13.O3
1.94
4.93
51.9
850.6
11.0
r80.3
280.8
1r,690
23.7
986.6
5.15
13.O8
1.50
3.81
45.9
752.3
7.2
118.O
238.4
9,924
19.8
824.2
5.t I
12.98
1.47
3.73
39.4
645.8
6.t
100.o
[email protected]
8,498
16.6
691.O
5.06
12.85
1.4
3.66
34.1
558.9
5.1
83.6
|.
14'WF 14
x'tO
14'WF 14
x8
14'WF
14x6-3/4
12' WF 12x',|2
12'WF 12x10
12'WF 12
x8
12'WF 12x6-1/2
13
Wide Flange Shapes {
lnch Series)- Continued Weight
Section Index
lbs/ft
l0' 10
wF
xg
r0'wF toxS-3/4
8' wF 8x8
8'
(B)
kg/m
tn
mm
Web
widih
tn
Flanoe
Thickness (t,
mm
tn
Corner
Thickiess
mm
Sectiona
Radius
(tr)
)
Area
tn
mm
tn
mm
inz
166.7
1
1.38
289
10.415
265
o.755
1
9.18
too
1.28
31.70
148.8
o.50
11.12
12.7
10.345
32.92
263
o.685
17.N
1.1l8
89
132.4
28.Q
0.50
10.88
12.7
10.275
29.43
183
261
0.615
r
5.62
o.998
25.35
0.so
12.7
26.19
169 :
Zt-L
77
114.6
10.62
282 276 270
10.195
259
0.535
13.59
o.868
22.O5
72
10.50
o.50
107.1
12.7
267
r0.170
22.67
258
o.510
14€ ;
12.95
o.808
20.52
0.50
12.7
10.38
t0.r
21.18
13a
17
257
i
o.457
1
1.61
o.748
19.OO
o.50
12.7
19.41
125
:
66
60
98.22 89.29
10.25
264 260
10.o75
256
0.415
1o.il
o.683
17.35
54
80.36
10.12
257
10.028
255
0.368
9.35
0.618
15.70
o.50 'o.50
49
72.92
10.00
254
10.000
254
o.340
8.64
o.5s8
14.17
45
66.97
10.12
257
8.O22
2U
o.3so
8.89
0.6r8
39
58.04
9.94
7.990
203
0.318
8.08
o.528
33
49.1r
9.75
252 248
7.964
202
o.292
7.42
0.433
11.00
!
12.7
r
12.7
15.88
102:
o.50
12.7
14.&
Q]E
r5.70
o.50
12.7
13.24
o.50
12.7
r 1.48
8Ss 7l
:rB
13.41
0.50
12.7
9.7r
Ort
'-l
7.66
29
43.16
10.22
260
5.799
147
o.289
7.U
o.s00
12.70
25
37.20
o.32
10.08
8.12
256
5.762
8.53
146
o.252
6.40
o.430
1o.92
0.32
21
31.25
9.90
8.12
251
5.750
r46
o.2&
7.35
6.10
o.3@
8.64
o.32
8.12
6.19
1
13;
:':g
Et r J-i
4lu 3SI
67
99.71
9.00
229
8.287
210
0.575
14.61
0.933
23.70
0.40
10.2
58
86.31
8.75
t9.70
121
222
8.222
209
0.510
12.95
o.808
20.52
o.40
10.2
17.06
l lc
48
71.43
8.50
216
8.117
&
206
0.405
r0.29
o.683
17.35
o.€
10.2
14.11
Olr
59.53
8.25
210
8.O77
205
0.365
9.27
o.558
14.17
o.40
10.2
1
1.76
7G!
35
52.09
8.12
206
8.O27
2U
0.315
8.00
0.493
12.52
o.40
10.2
31
46.13
r0.30
203
6CE
8.OO
8.000
203
0.288
7.32
o.433
11.00
o.@
10.2
9.12
5€.r
WF
28
41.67
8.06
205
6.540
166
0.285
7.24
8xe-1/2
0.463
r 1.76
o.40
10.2
35.72
8.23
E?
24
7.93
201
8.500
165
o.245
6.22
0.398
10.11
0.40
10.2
7.06
45!
8'
WF
20
29.74
8.14
207
5.268
r34
o.2N
6.30
8x5-1/4
0.378
9.60
0.32
8.r 2
17
25.30
8.@
5.88
203
5.250
133
0.230
5.84
0.308
7.82
o.32
8.12
5.OO
3;I 51.-r
8' WF 6x6
14
Flanoe
(A)
Sriction
112
10' wF
10x10
Deoth of
3a
:6
E tr
25
37.20
6.37
182
6.080
154
0.320
8.13
'0.456
I r.58
0.25
20
6.35
7.35
29.7A
8.20
157
4lr
6.018
153
13
0.258
6.55
0.367
9.32
0.25
6.35
15.5
5.88
('
23.O7
6.OO
152
6.000
152
o.2&
Jit
6.10
0.269
6.83
0.25
6.35
4.59
23!
r 5
5'WF
18.5
27.63
5.12
130
5.025
128
0.265
5x5
6.73
o.420
10.67
0.30
7.A2
18
5.45
23.81
5.OO
127
5.0oo
127
o.2&
6.10
0.360
9.14
0.30
7.A2
4.70
3s: trj
4' WF 4x4
13
19.35
4.16
106
4.0@
122
0.280
7
.11
0.345
8.30
0.313
7.95
3.82
:DC "
:-
;f
"r,]:
il.:I"'7'ts'h I
Y
Mornent of lnertia
Inlr I crrt
in.
I 212. I t8(}.9
718.7
29,920
235.4
9,799
4.67
1
625.0
26,O20
206.6
8,600
4.61
542.4
22580
180.6
7,518
4.55
1
457.2
19,030
153.4
6.386
4.49
1
Jx
Radius
Jy in.
cml
teo 3
r35
G
Gyration
cml
Modulus
cm
tn
of Section
Zx l^Jx\
v
Zy
t^s
cm
in3
cm3
1.89
2.67
6.78
126.3
2,O70.O
45.2
[email protected]
11.71
2.65
6.73
112.4
1,842.2
39.9
654.O
1.56
2.63
6.68
99.7
1.634.1
35.2
576.9
1.40
2.60
6.60
86.1
1,411.2
30.1
493.3
in3
cm3
420.7
17,510
141.8
5,903
4.46
1
1.33
2.s9
6.58
80.1
1,312.8
27.9
457.3
15,920
129.2
tt39
382.5 3/.3.7
5,378
4.4
11.28
2.58
6.55
73.7
1,207.9
25.5
417.9
14,310
1
16.5
4,850
4.41
11.20
2.57
6.53
67.1
1,099.8
1CZs
23.1
378.6
305.7
12.720
103.9
4,325
4.39
1
1.15
2.56
6.50
60.4
990.O
20.7
339.3
92.9
272.9
11.360
93.O
3,871
4.35
1
1.O5
2.54
6.45
54.6
894.9
18.6
304.8
86.
248.6
10,350
53.2
2,215
4.33
11.00
2.OO
5.08
49.1
711
804.7
13.3
8,729
4.9
218.0
209.7
1,869
4.27
10.84
1.98
62r
5.03
42.2
691.6
1't.2
183.6
170.9
7
,114
36.5
1.519
4.20
10.67
1.94
4.93
3s.o
573.6
9.2
150.8
550
157.3
6,s48
15.2
632.8
4.29
10.90
1.34
17a
3.40
30.8
504.8
5.2
8s.2
133.2
5.545
12.7
3tlt
528.7
4.26
10.82
1.31
3.33
26.4
432.7
4.4
72.1
106.3
4,425
9.7
403.8
4.14
10.52
1.25
3.18
z'.t.5
352,4
3.4
55.7 350.7
r252
127'
Section lndex
-r\
tn
I
r.6
of
x
10'WF 10x10
10'WF
lo x8
10' WF 10
x5-3/4
rl0.
271.8
11,310
88.6
3,688
3.7'.!
9.42
2.12
5.38
60.4
990.O
21.4
227.3
9,462
74.9
3,1 18
3.65
9.27
9rc
2.10
5.33
52.O
852.3
18.2
298.3
183.7
7,il7
60.9
2,535
3.61
9.17
2.O8
s.28
43.2
708.O
7GE
15.O
245.8
6,O90
49.O
2,W
8'WF
146.3
3.53
8.97
2_U
5.18
35.5
581.8
12.1
665
198.3
8x8
126.5
5,266
42.5
1,769
3.50
8.89
2.O3
3.1.1
58r
509.7
10.6
173.7
109.7
4,567
37.0
1,540
3.47
8.81
2.O1
5.16 5.10
27.4
449.1
9.2
150.8
53'
97.8
4,O71
21.6
899.2
3.45
8.76
't.62
4.11
24.3
455
398.3
6.6
108.2
82.5
3,4U
18.2
757.6
3.42
8.69
1.61
4.09
20.8
340.9
5.6
91.8
8x6-'.t/2
.
8.WF
69.2
2,881
8.50
353.8
3.43
8.71
1.20
3.O5
17.0
32:
278.6
3.2
52.4
2,W
8'WF
56.4
6.72
279.7
3.36
8.s3
1.16
2.95
14.1
231.'.|
2.6
42.6
8
47.
53.5
2,227
'17.1
71 1.8
2.69
6.83
1.52
3.86
r6.8
275.4
5.6
91.8
41.7
1,736
13.3
ztc
553.6
2.66
6.76
1.50
3.81
13.4
219.6
4.4
72.1
30.3
1,261
9.69
4o,3.4
2.s6
6.50
1.45
3.68
10.1
165.5
3.2
52.4
36:
25.4
1,O57
r/s
r3 ,.C.
x5-1/4
6,WF
6x6
8.89
370.O
2.16
5.49
1.28
3.25
9.94
162.9
3.54
58.0
5'WF
21.3
886.7
7.51
312.6
2.13
5.41
1.26
3.20
8.53
139.8
3.00
49.2
5x5
r 1.3
470.3
3.76
t
56.5
1.72
4.37
o.99
2.51
5.45
89.3
1.9
31.1
4' WF 4x4 15
Light Beams and Joists (lnch Seriel Weight
Section lndex
L 16 x5-1/2
L 14X5
L 14x4
L 12x4
J 12x4
Deoth of Section (A)
lbs/ft
kg/m
tn
31
46.13
15.84
402
26
38.69
1s.65
398
26
38.69 32.74
13.89
22
13.72
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406
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kg/m
mm
82.2 72.1
il.4 250x175
250 x 125
4.1 29.6 25.7 65.7
200x2@
56.2 49.9
200 x 150
200 x too
175xr75 175xt25
t75x
90
150 x 150
r50x
100
150x
75
t25 x 125
t25x l00x
t00x 22
80
100
50
30.6
(t')
mm
mm
m mm'
cm2
255
14
14
I
t6
250
t4
16
24 24
194
13
7
125
6
124
5
l6
11
I I
Msdulirs of Section
(,yratton
.tv
lx
I-cm.
,Y
Zx
Zv
cm
cm
cmr
cml
11,5@
3;88O
10.5
92.18
6.09
10,8@
919
3,650
r0.8
84.70
6.29
9,930
867
3,350
292
10.8
6.29
8.790
2.9N
801
269
10.3
5.98
720
233
6,120
984
10.4
4.18
502
113
4,O50
294 2ss
82.06
16
I
of
Radius
lnertia
cml
104..7
16
It
11
175
zso
208 2@ 2@
8
ruomenG?-
Radius Sectione 1 Area l-Ir ( r)
250
249 252
I
Corner
250
24 24
66.s
Thickness Web
56.24
12
37.66
12
32.68
l
I
3,540
ro.4
2.79
10.4
2.79
324 28s
301
t
47.O 41.1
202
10
16
2U
13
83.69
12
8.83
13
71.53
6,530 4.980
2,2@
12
5.13
628
1,7@
8.35
63.53
4.88
4,720
498
1,6@
187
8.62
5.02
472
r60
39.O1
2,690
507
8.30
3.61
277
200
8
150
12
13
I
6
l3
218
67.6
21.3
2@
r@
5.5
8
11
18.2
198
27.16
99
1,8N
4.5
r34
7
8.24
11
23.18
2.22
1,580
184
114
26.8
8.26
2.21
160
23.0
2,880
984
7.50
4.38
330
1.530
261
7.18
2.97
t8r
41.8
7.26
2.06
139
21.7
563
6.39
3.75
219
75.1
151
6.17
2.37
138
30.1
6.t r
1.86
5.29
3.11
4.95
1.32
86.1
4.18
2.47
76.5
3.98
1.12
37.5
Q.2 23.3 18.1
31.5 21.1
14.0
23.8 13.2
17.2 9.30
175 169
175 150
r48 150 125 125
1@ 100
175
7.5
125
5
150
75
125 80 100
s0
7
10
6.5
6 6
5
9
I
I 7
29.65
I
23.U
1t
&.14
l1
26.84
I
7
9
51.21
12
8
6 5
12
I
5.5
90
1@
1t
10
r 7.85
30.3t
j
r6.84
lo
2r.90
8
1
1.85
1.210 1,6@ 1,O20
666 847 413 383 187
97.5
49.5 293 29.2
134 14.8
88.8
r36
112
13.2
47.O
9.73
2e.7
5.91
-'l_
TJI rl
-t"
I !
I I
I
i
sof m
Heavy Column Sections (Mctric Scrbrl Scction
wdth
(A)
kg/m
mm
90
930
85
Thickness
Corner Radius
Sectional
(B)
Web ( t,)
t'iflP"
mm
mm
mm
(r) mm
538
477
90
90
22
1.170
608
472
85
125
22
75
758
508
462
75
75
22
70
953
568
457
70
105
22
80r
538
M7
60
90
22
593
478
447
60
60
22
755.4
658
508
437
50
75
22
7Q
538
90
498
432 432 432
45
@5
45
70
45
45
22
60
&
Zy
lndcx
cm!
mm
sa
Flange
'"aot*
Section
Weight
Moment of lnertia
Radius of Gyration
Modulus of Sectioh
Area
Jx
Jy
lx
tY
Zx
Zy
cm2
cm4
cm4
cm
cm
cm3
cm3
1,185
472,@O
165,@0
20.o
1
1.8
17,6@
6.920
1,488
737.0@ 221.W
22.3
12.2
243@
9.360
358,OO0
125,000
19.3
11.4
14,100
5,390
1,214
551,000
168,000
21.3
1
1.8
19,400
7,360
'1,o24.
433,000
135,OOO
20.6
1
1.5
16,100
6,O30
260,000
90.o00
r8.6
r0.9
10.900
4,O30
838.7
331,000
105,000
19.9
11.2
13,000
4.790
22
942.9
414,OOO
121,@O
21.O
1
1.3
15,400
5,610
22
770_1
298,OOO
94,400
19.7
1
1.1
12,000
4,370
554.1
't77,W
60,800
17.9
10.5
7,9@
2,810
22
659.8
242,W
78,100
19.1
10.9
10,100
3,660
22
489.O
152,0@
52,100
17.6
10.3
6,9s0
2,440
69,mO 44,000
19.O
10.8
9,130
3,270
17.4
10.2
6,O30
2,O80
2912
269 ?33
1r3
965.7
t
a7.o
4ll 60 118
r67
50
t60
67.8
/ts
435
26.8
w
230 478 438
427
&
427
Q
468 428
422 422
35
55 35
22 22
593.7 424.9
214,000
35
417
30
@
22
612.0
233,000
72,ffi
19.5
10.9
9,740
3,1180
417
30
50
22
528.6
187,0@
60,5@
18.8
10.7
8,170
2,9@
2U
478 458 418
417
30
30
22
361.8
107,000
36,400
17.2
10.o
5,120
1,7N
25
3il2
4:18
412
25
&
22
423.3
142,W
46,700
18.3
10.5
6,470
2,270
20
283
428
Q7
20
35
22
360.7
119,000
39,400
18.2
10.4
5,570
1.930
6 12
tll
"g
35
518 384 486 334
129,000
21.7
480
r5
30 1
DT
415
!32 170
973 !E.7
5"9r
Structural Tees (lnch Serbsl
weisht i
Section lndex
lbs/ft
kg/m
150
Area
Tce
Ser:tin
m
223.2
EI
of
18.36
,sIn
mm
in2
466
44.O9
284.5
16.655
41.16
265.5
16595
Stem Thickness
Thickness
grn
tn
423 422
1.680
42.6.7
o.945
24.@
1.570
39.88
0.885
22.48
mm
tn
mm
STlSa
140
208.3
18.25
444
x
130
193.5
18.12
460
122.5
38 28
182.3
r8.03
247 0
16.555
458
421
3601
1.40
232 3 218 s
16.512
21.46
1.350
36 s8 34.29
o.845
419
o.802
418
20.37
1.260
32.OO
o.765
19.43
o.770 o.725
18.42
18
16-1/2
115
171
17.94
1
456
33 86
16 475
97
144.4
18.24
403
28.s6
91
135.4
184 3
18.16
12.117
46,l
2677
308
1.260
172.7
32.OO
12.O72
307
1.180
29.97
19.56
ST18b
85
126.5
18x12
18.O8
459
80
24.99
161.2
19.1
12.027
1
18.OO
457
30s
23.54
r5t.9
1.100
27.94
12.000
o.680
305
17.27
r.020
25.9r
o.653
16.59
ST16a 16-1/2 x 15-3/
75
111.6
17.92
455
67.5
roo.5
2208
142.5
11
17.78
452
19.8s
128.1
1
23.88
o.625
r
20.17
o.598
15.19
21.O8
5.88
178.6
r
6.75
425
35.26
227.5
15.865
16.63
422
403
32.36
1.400
208.8
35.56
15.810
402
o.830
1.275
32.39
o.77s
400
r.150
19.69
29.21
0.715
18.16
r48.8
76
1
70.5
r04.9
16.50
13.1
419
?9.40
189.7
3
6.75
425
22.35
144.2
1
16.66
1.565
423
294
20.76
1.o55
133.9
26.80
1.535
o.635
1
293
16.13
o.960
24.38
0.60s
292 292
15.37
o.855
21.72
0.580
14.73
o.738
18.74
o.554
14.O7
1
65
96.73
16.55
420
59
19.13
87.80
123.4
1
16.43
4t7
17.36
112.A
11.484
1.510
105
156.3
r
5.19
386
95
30.89
141.4
r 99.3
r5.06
86
27.95
180.3
r 28.O
14.94
383 379
1s.r05 15040
25.32
t
63.4
14.985
384 I t.er s 382 I r.,ru
38t
I
, ous
33.40f o.77sl 30.tof o.zrol
ro.os ,e.og
27.os
,0.*
f o.oss I
66
98.22
t5.t5
385
62
t9.4t
92.27
125.2
r5.08 r5.oo
ro.551
383
268
18.22
r.@0
r t7.5
25.Q
10.521
o.0r5
15.62
38r
267
l7.O?
l to.t
o.930
379
2e7
r5.88
o.850
21.59
10.484
376
t4.56
t02.5 83.9
266
o.760
r9.30
10.458
266
o.670
17.o2
o.s85 o.564 o.s4g o.522
14.80
14.91
10.5m
23.82
26.05
t68.1
14.090
3s8
23.62
l5r.7
1.190
30.23
14.023
356
1.O75
27.31
35s
o.975
24.77
58
86.31
64
80.36 73.66
49.5
STl3a 13-'.t/2x14
o.940
o.794
163.7
16-1/2x11_1/2
srl5b 15xlo-t/2
304 303
120
ST16b
STl5a 15x15
.972
1.945
110 100
88.5
13t.7
80
119.1
72.5
107.9
57
sTl3b
84.83
5r
75.90
1}^1/2x10
47 42
6e.s4
14.82
t3.655 t3.54 13.44
13.64 I
I
625o I
24
D??th
E
21.34
137.7
13.96s
o.725 o.6s8 o.6@
r4.33 r3.92 r3.26 18.42 16.71
15.24
348
1e.77
t08.2
10.070
344
t5.ol
256
0.932
96.8
ro.ot8
23.67
0.570
o.827 o.747
t4.tl8
21.O1
9.990
2* 2il
o.5t8
13.16
18.97
9.983
o.490
253
t2..[5
0.836
18.15
O.tl63
11.76
r3.535 r3.455
u2
r3.8:t
13.35
339
t23A
89.2 79.7
i
,t--
I {
I
l rl ,i
Section lndex
ST12a
12x14
'l ,l I
J
STl2b 12x12
STl2c t2 x9
ST 10a
lbs/ft
kg/m
80
1
72.5
107.9
19.1
mm
width
cmz
rn
mm
tn
mm
in
mm
358 357 356
1.r35
28.83 25.91
0.900
22.86
0.656 0.608 0.565
16.66
1.020
0.930
o.85s o.775
23,62 21.72
0.556 0.510
12.95
19.89
0.1168
1
13.11
12.36
314
23.52
151.8
14.O9',|
12.245
311
21.31
137.5
14.043
308
19.1
123.3
14.000
309 307 305
17.64
113.8
12.088
16.18
12.U2
14.71
[email protected] 94.9
12.0@
307 306 305
308 306 304
13.81
89.r
9.061
2n
o.872
22.15
12.35
79.7
,2.1
't7.32
o.440
1
8.961
4.772 0.682 0.582
o.516 0.470
1.18
229 228 228
19.61
1
9.015 8.985
14.78
o.416
10.57
1.O95
27.81
0.659 0.588 0.527
16.74
0.985 o.865
25.O2
000
334 332 330
12.O8
74.41
12.@
47 42 38
69.94 62.50
12.145
s6.5s
11.955 11.86
301
r0.oo
64.5
10.73
273
20.89
134.8
10.e2
18.67
120.5
1 3.1 32 13.061
10.50
270 267
16.48
106.3
13
10.57 10.4:l
268
14.11
91.O
9.O38
zfi
26s
12.O5
77.7
8.962
228
69.2 64.6 58.9
8.295
8.270
8.2Q
522
8.215
71
50.60 105.7
48
71.43
41
61.O1
36.5
54.32 50.60 46.13 40.92
STIOc
34
l0-1/2xB-l/4
31
27.6
94.50 83.34
57 52.5 48
84.83
42.5
38.5 35 32
63.25 57.29 52.08 47.42
30
u.u
78.1 3
71.43
1
2.1
55
1zus
1
10.02
210
10.73
r0.6,
268 247
10.o1
10.415 1o.tto
?u
9.24 9.16 9.08
235 233 23r
9.16
9.12 8.09
16.7'
108.2
15.43
98.6
14.11
9t.o
233 231
12.4S)
80.6
11.32
73.O
229
r0.28
8.935
227
9.tl()
e8.3 60.6
232
56.9 52.2 47.4
9.08 9.@
20.19
211
o.7&
18.80
210
o.88s
17.&
209 209
0.615
15.62
o.522
13.26
I 1.833 11.792 r 1.750
301
o.991
300 298
0.911
25.17 23.14
o.831
21 .11
8.838 8.787 8.750
224 223 222
0.911 o.831
8.7t5
23.75
0.575 0.499 o.455 0.430 0.400 0.375
15.M '14.35
14.12 1.89
11.94 1.18
14.94 13.39
14.61
12.67
1
1.56
10.92 10,16 9.52
0.595 0.554 0.512
15.1
23.14
0.526
13.36
21.11
o.475
12.O7
0.751
19.08
o.€8
1
221
o.886
17.42
0.403
10.24
7.558
192
7.5m
l9t
42.7
7.477
190
12.67
0.416 0.390 0.358 0.335
r0.57
t9t
o.095 0.630 o.570 0.499
17.65
7.532
o.875 0.795
22.23 20.19
0.53s 0.504
&.92
9.125 9.00
2n
37.20
9.00
229
8.82 8.09 7.35
33./A
8.93
227
0.62
STSa
48
8.16 8.08
14.1I
4
71.43 65.48
233
9r.o
11.533
293
I x11-1/2
231
12.95
83.5
1r.502
292
9x7-1/2
21.97
o.935 0.795
27.6 26 22.5
STOc
Thickness
in2
89.29 81.85
g
Stem
Thickneec
60 55 50
1O-1/2x9
I x8-3/4
in
Range
of
12.13
STIOb
sT9b
Sectioc
95.73
1O-1/2x 13
9x1jt-3/4
Area
Tee
65
63.5 56
ST9a
Dep-th
ot
Weight
r6.m 14./18
1
14.O7 13 00
1.13
9.91
9.09 8.51
13.59
r2.80
25
Structural Tees (
lnch Serbsl-Continued Section lndex
Weight
lbs/ft
kg/m
Area
Tee
Section
tn
mm
Flange
ffi
of
in2
cm2
rn
Stem
Thickness mm
tn
mm
tn
mm
39
58.04
8.16
233
1
1.46
73.9
8.586
218
o.875
22.23
o.5.29
STSb
13.4
3s.5
52.83
8.O8
231
10.43
67.3
8.543
217
0.795
8x8-1/2
20.19
0.486
12.34
32
47.62
8.OO
203
9.40
60.6
8.500
216
o.715
18.16
o.443
11.25
29
43.1 6
7.93
201
8.52
55.0
8.464
215
o.645
16.38
o.N7
10.34
25
37.20
8.125
206
7.35
47.4
7.O73
180
o.628
15.95
0.380
9.65
STSc
22.5
33.48
8.06
205
6.62
42.7
7.O39
179
o.563
14.30
8x7
0.346
8.79
20
29.76
8.00
203
s.88
37.9
7.O00
178
0.503
12.78
o.307
7.80
18
26.79
7.93
201
5.30
v.2
6.992
178
o.428
10.87
o.299
7.59
15.5
x.o1
7.92
201
4.56
29.4
s.525
1@
o.M2
11.23
o.275
6.99
13
19.35
7.83
199
3.83
24.7
5.500
140
o.345
8.76
0.250
6.35
sTSd 8
x$.1/28
STTa
7x16
105.5
157.0
7.875
200
31.O4
200.3
15.800
401
1.563
39.70
o.980
24.89
101
150.3
7.815
199
29.70
19t.6
15.750
400
1.503
38.18
0.930
23.62
96.5
143.6
7.75
197
28.36
183.0
15.7'tO
399
1.438
36.53
o.890
22.61
92
136.9
7.69
195
27.O4
174.5
1s.660
398
1.378
3s.00
0.840
21.y+
88
131.O
7.625
194
25.87
166.9
15.640
397
1
.313
33.35
o.820
20.83
83.5
124.3
7.56
192
24.55
158.4
15.600
396
1.248
31.70
0.780
19.81
79
117.6
7.50
191
23.24
149.9
15.550
395
1
.188
30.18
o.730
18.54
75
111.6
7.44
189
22.O4
142.2
1
5.51 5
394
1
.128
28.65
o.69s
17.65
71
105.7
7.375
187
20.92
135.O
15.s00
394
1.063
27.OO
0.680
17.27
68
101.2
63.5 STTb 7
x1+1/2
STTc 7
x12
sTTd
7x10
26
Degth
94.50
7.375
187
19.99
129.O
14.7N
374
1.063
27.@
o.660
16.76
7.31
186
18.67
125.O
14.690
373
0.998
25.35
0.610
15.49
59.5
88.55
7.25
184
17.49
112.8
14.650
372
o.938
23.83
0.570
14.8
55.5
82.59
7.r 85
182
16.33
105.4
14.620
371
o.873
22.17
O.5rlo
13.72
51.5
76.64
7.125
181
15.r3
97.6
14.575
370
0.813
20.65
o.495
12.57
47.5
70.69
7.06
179
13.97
90.1
14.545
369
o.78
19.@
0.465
11.81
43.5
64.74
7.00
178
12.78
82.s
14.500
368
0.688
17.8
o.420
r0.67
42
62.50
7.09
180
12.36
79.7
12.O23
305
o.778
19.76
o.451
1
39
58.O4
7.03
179
1'.t
.47
74.O
12.OOO
305
0.718
18.24
o.428
10.87
1.46
37
55.06
7.095
180
10.88
70.2
10.o72
256
0.783
19.89
0.450
t 1.tl(l
34
50.60
7.03
179
10.@
64.5
10.040
255
o.718
18.24
o.418
10.02
30.5
45.39
6.955
177
8.97
57.9
10.ooo
2*
0.643
16.33
o.378
9.80
Section lndex
STTe
7x8
sTTf 7
x6-3/4
STTg 7
XsB
STTh 7
x4B
STGa
6x12
Weight
lbs/ft
kglm
26.5 24
6x10
STGc
6x8
ST6d
6x6-1/2
ST6e 6 X4B
ST6f 6
x4J
Area
Tee
Section
Flange
of
wi dth
tn
mm
in2
cm2
39.44 35.72 32.00
6.97 6.905 6.84
177 175
7.79 7.06 6.32
50.3 45.5 40.8
7.06
179
7.W
178
5.59 5.00
15
28.28 25.30 22.32
6.93
176
4.41
13
19.35 16.37
6.95 6.86
177
11
174
3.83 3.24
12.80
7.OO
178
2.53
16.3
7.19 6.94 6.69 6.56 6.44 6.375
183
27.93 23.69
180.2
176
152.8
170
19.56
'126.2
12.365
167
17.65
1
13.9
164 162 160
15.59
14.*
21.5
19 17
8.6 95 80.5 66.5 60 53 49.5 46
141.4 1
19.8
98.96 89.29 78.87 73.66 68.46 63.25 58.78 53.57
6.3r
174
13.53
159
12.49
157
1
156
10.58
8.37
6.25 6.19 6.125 6.06
154
9.55
29 26.5
43.16 39.44
6.O95
155
6.O3
153
8.53 7.80
25 22.5 20
37.20 33.48 29.78
6.O95
155
8.O3
153
5.97
152
18
6.12
155
6.O45
1il
13.5
28.79 23.47 20.09
5.98
11
42.5
ST6b
Degth
39.5 36 32.5
15.5
r.61
7.36 6.62 s.89
Stem
Thickness
Thickness
mm
tn
mm
1n
8.062
205
8.OOO
203
o.370 0.339 o.308
9.40
2U
0.658 0.593 0.528
16.71
8.031
36.1
6.776
172 171
1.51
o.313 o.287
28.5
6.750 6.733
0.513 o.453 o.383
13.O3
32.3
9.73
o.270
7.95 7.29 6.86
24.7
5.O25
128
5.OOO
127
0.418 o.335
10.62
20.9
8.51
0.255 o.230
6.48 5.84
4.000
102
o.272
6.91
0.210
s.33
12.670
322
1.736
4.O9
12.515
1.486 1.106
28.O9
100.6
12.230
311
o.986
25.U
93.8 87.3 80.6 74.9 68.3 61.6
r2.190
3r0
o.921
12.155
o.856 o.796 0.736
12.OO0
309 307 307 306 305
23.39 21.74 20.22
1.060 o.905 0.755 o.710 o.620 o.580 o.545 0.495 0.470 o.430 o.390
26.92 22.99
1.236
37.74 31.39
12320
318 314 313
55.O
50.3
10.o14 10.000
o.359 0.345
9.12 8.76
47.5
8.O77
42.7
LO42 8.000
9.42 8.53 7.47
29.4
8.565 6.525
38.0
tn
12.105
12.080
12.W
171
15.06 13.41
1
18.69
0.671
17.U
o.606
15.39
254
0.641
16.28
zil
0.576
14.63
205
o.il1
16.28
o.371
2U
o.576
14.63
o.336
203
o.5r6
13.11
o.294
167
o.m
13.72
r66
0.465 0.400
1
1.81
o.305 0.265
10.16
o.2N
mm
8.61
7.82
19.18 18.O3
15.75 14.73 13.84 12.57 11.91 10.92
9.9r
34.1
152
5.29 4.56 3.99
25.7
6.5@
165
o.424
10.77
0.260
o.349 0.269
8.86 6.83
o.2N o.230
8.60 6.10 5.84
o.n4
s.69
o.200
5.84
16.37
6.r6
156
3.24
20.9
4.O30
9.5 8.25
14.14
154 152
2.81
18.1
4.O10
12.28
6.08 6.00
2.43
15.7
4.000
102 102 102
7.@
10.42
5.96
151
2.O7
13.4
3.970
101
7.75 6.73 6.10
Strustural Tees (lnch Ser&rs)-Continued Section lndex
STSa
5x10
STSb
5x8
ST5c 5
x5-3/4
STSd 5 X4B
ST5e
5 X4J
ST4a
4x8
Deoth
w",nn,
Area
df
lbs/ft
I
ko/m Irn
56 50
83.34
4.5
27 24.5
66.22 57.29 53.57 49.11 44.64 40.18 36.46
22.5 19.5 16.5
74.41
38.5 36 33 30
14.5
5.69 5.s6
5.4 5.31 5.25
Flange
of Section
Tee mm
in2
145
16.46 14.72 13.09 1 1.33 10.59
141 138 13s 133
mm
tn
10.415 10.345
265 263
1.28
31.70
1.1 18
10.275 10.1eq 10.170
28.N
261
0.998 0.868 0.808
25.35
o.748
19.OO
46.5
o.683 0.618 0.558
17.35 15.70 14.17
6.62
42.7
8.O22
2M
5.74 4.85
7.990 7.964
o.3s0
203
13.41
o.318
202
0.618 o.528 o.433
15.70
37.0 31.3
8.89 8.08
11.OO
o.292
7.42
27.5 23.7 20.o
5.799 5.762
147 146
0.500 o.430
12.70 10.92
5.7sO
't46
0.3zto
8.64
4.O20
102 102 102
o.394 0.329 o.269
127
33.48
5.O6
129
29.O2
4.97
24.55
4.875
126 124 130
4.27
128 126
3.67
73.1
68.3 62.6
9.70 8.83 7.94 7.20
57.0 51.2
259 258
5.11 5.O4
10.5
15.63
4.95
14.14 12.65 1 1.16
5.13 5.06
130
2.80
129
2.49
18.1 16.1
5.OO
127
2.20
14.2
4.010 4.000
4.94
125
1.69
10.9
3.950
100
8.287 8.222 8.117
210 209 206 205
33.5 29 24 20
49.8s 43.16 35.72 29.76
17.5 15.5
26.O4 23.O7
3.10
I
4.50
114
9.85
63.5
4.375
111
8.53
55.O
4.25
7.06
45.5 37.9
4.06
108 105 103
5.15
4.OO
102 102
4.125
19.18
257
5.@
8.557
mm
2s6 255 245
84.5
21.58 18.60
5.75
in
10.1 17
95.O
'12.5
9.50 8.50 7.50
lr.
in
Thickness
10.075 10.028 10.ooo
130
129
106.2
Stem Th ;kness
o.755 0.685 0.615 o.535 o.510 o.457 o.415 o.368 o.340
5.19 5.125 5.06
132
cmz
Width
22.O5
20.52
1r.61 10.54
9.35 8.64
o.289
7.U
o.252 o_2N
6.40 6.10
10.o1
o.250
8.36 6.83
o.2& 0.230
6.35 6.10 5.84
o.204
5.18
o.180
4.57
23.70 20.s2
1
1.OO
o.575 o.510 o.405 0.365 o.315 0.288
1
1.76
o.285
10.11
2U
4.56
33.2 29.4
8.O77 8.O27 8.OOO
203
0.933 o.808 o.683 o.558 o.493 o.433
4.11 3.53
26.5 22.8
6.540 6.500
166 165
o.463 o.398
19.0
s.268 5.250
134
o.248
133
o.378 o.308
9.60
16.1
7.82
0.230
0.314
5.88
17.N 15.62 13.59 12.95
17.35 14.17 12.52
14.61
12.95 10.29
9.27 8.OO
7.32
ST4b
14
20.83
4x6-1/2
't2
17.86
4.03 3.965
101
ST4c
10
14.88 12.65
4.O7
103
4.OO
102
2.94 2.50
4.06 4.00
103
2.22
9.673
102
14.3 12.3
4.O00
102 102
o.254
7.98 6.45
o.245
1.91
0.230
6.22 5.84
7.441
3.95
100
1.48
9.5
3.940
1@
o.2u
5.18
o.170
4.32
4.O30
4x5-1/4
8.5
ST4d
7.50 6.50
4x4B ST4e
4x4J
5.00
ST3a
8.O0
3
x4B
ST3b
3 X4J
28
I I
1
1.16
4.015
o.245
7.24 6.22 ri.30 5.84
1.91
3.13
80
2.36
6.OO
8.929
1.77
4.COO
102 102
10.26
76
15.2 11.4
0.404
3.OO
o.279
7.O9
o.260 0.230
6.60 5.84
4.25
6.325
2.92
74
1.25
8.1
3.940
100
0.194
4.93
0.170
4.32
1
Structural Tees (Metric Serles| Section lndex mm
900 x300
800 x300
Deoth
600 x300
600 x300
500 x300
500x200
450 x300
450 x200
4OC'X@C)
(
tr)
Corner Radius
Sectional
Moment of
Radius of
lnertia
Gyration
Modulus of Section
Centre of Gravity
''?[P'
(r)
Area
Jx
Jy
tx
iy
Zx
Zv
Cx
cm2
cm{
cml
cm
cm
cm3
cm3
cm
mm
mm
mm
mm
mm
143
456 450
302
18
34
28
182.0
34,200
7,820
13.7
6.56
997
5r8
11.3
122
300
16
28
28
154.9
29,2@
13.7
6.39
866
421
1
1.3
106
45
6,310
299
15
23
28
135.4
26.OO0
5,140
13.9
6.16
790
3M
1
1.6
12',1
4c,4
302
16
30
22
153.8
21,900
6,900
1
1.9
6.70
705
457
9.41
105
400
300
14
26
28
133.7
18,800
5,860
1
1.9
6.62
391
9.18
396
300
14
22
28
121.7
17,7@
4,960
12.1
6.38
610 593
331
9.66
354
302
15
28
28
136.8
14,2@
6,W
'to.2
6.86
513
426
7.78
92.4
350
300
13
24
28
't 17 .7
12,000
5,410
10.1
6.78
438
361
7.55
83.0
346
300
13
20
28
105.7
11,300
4,510
10.3
6.53
425
301
7.99
87.3
297
302
14
23
28
111 .2
7,920
5,290
8.4
6.90
339
350
6.33
75.6
294
300
12
20
28
96.24
6,710
4,510
8.3s
6.8s
288
301
6.O8
68.5
291
300
12
17
28
87.24
6,360
3,830
8.54
6.63
280
256
6.39
67.O
306
202
13
23
22
85.33
73&
1,590
9.27
4.31
322
157
7.79
59.8
303
201
12
20
22
76.24
6,570
1,360
9.28
4.22
292
135
7.79
114
7.U
107
x300
Thickness Web
kg/m
9s.6
700
Flange
df Weight Section width (A) (B)
52.8
300
zffi
11
17
22
67.21
5,810
1,'t40
9.30
4.12
262
47.3
298
199
10
15
22
60.23
5,190
989
9.29
4.05
236
64.2
24
300
11
18
26
81.76
3,620
4,060
6.66
7.O7
184
270
4.66
57.1
241
300
11
15
26
72.76
3.420
3,380
6.85
6.82
178
225
4.92
99.4
7.79
51.5
253
201
11
19
20
65.65
3,670
1,290
7.48
4.43
190
4.8
128
5.9s
250
2@
16
20
57.12
3,210
1,O70
7.50
4.33
169
107
5.96
39.7
248
199
10 g
't4
20
50.64
2,8N
922
7.49
4.27
150
61.8
220
300
11
18
24
78.69
2,680
4,060
5.84
7.68
149
270
4.05
s3.o
217
299
10
15
24
67.52
2,3sO
3,350
5.89
7.U
133
224
4.@
38.0
225
2@
I
14
18
48.38
2,160
936
6.68
4.@
124
93.6
5.15
33.1
223
199
8
12
18
42.15
1,880
790
6.67
4.33
r09
79.4
5.10
13,200
92.6
5.90
92
249
432
45
70
22
385.0
47,100
5.87
1
1.1
706
2,180
6.13
207
229
417
30
50
22
264.3
7,47A 30,200
5.32
10.7
414
1,450
142
214
20
35
22
180.3
4,380
19,700
4.93
10.4
250
967
3.90
116
207
&7 N5
4.85
18
28
22
147.7
3,620
15,500
4.95
10.2
213
766
3.68
29
Structtrral Tees (
Metric Series)- Continued ot?* Flange Section lndex mm
Weight
kglm r00
400 x400
400 x300
4@ x200
350 x350
35O
x25O
350x175
300
x300
300 x200
3@ x 150
30
width
Thickness
(A)
(B)
Web (t,)
mm
mm
mm
Section
t'ilP'
Corner Radius
Sectional
Moment of lnertia
Radius
of
Gyration
Modulus of Section
Centre ol Gravity
(r)
Area
Jx
Jy
tx
iy
Zx
Zy
Cr
mm
mm
cm2
cml
cmr
cm
cm
cm3
cm3
cm
10.0
203
403
16
24
22
127.4
3,qso
r3,100
4.92
98.4
2@
408
21
21
22
125.3
3,6sO
11,900
5.40
8s.8
2@
400
13
21
22
109.3
2,4@
11,200
4.76
u.1
197
405
18
18
22
107.2
3,O50
9,980
5.34
73.3
197
398
11
l8
22
93.41
2,O50
9,460
4.68
70.o
194
Q2
t5
15
22
89.23
2.&t
8,130
5.27
184
650
3.51
229
584
4.O7
147
560
3.21
193
493
3.89
123
475
3.Ol
9.54
158
404
3.70
108
2N
3.41
209
3.33
9.75 10.r 9.65 10.r
53.4
195
3@
10
16
22
67.98
1,730
3,6@
s.05
7.28
47.1
193
299
I
14
22
60.05
1,530
3,120
5.O4
7.21
95.5
33.O
200
200
8
13
16
42.06
1,400
868
5.76
4.54
88.6
86.8
4.23
28.3
198
199
7
11
16
36.08
1,190
723
s.76
4.8
76.4
72.7
4.17
79.3
178
352
14
22
20
1,820
8,000
4.25
8.90
124
455
77.9
175
357
19
19
20
99.19
2,2@
7,220
4.71
8.s3
158
M
3.59
68.2
175
3so
12
19
20
86.9r
1,520
6,790
4.18.
1@
388
2.86
6s.4
172
3il
8.84
16
16
20
83.32
1,800
5,920
4.65
8.43
131
33s
3.40
57.3
172
348
10
16
20
73.OO
1,230
5,620
4.11
8.78
53.1
169
351
13
13
20
67.63
1,420
4,690
4.59
8.33
39.8
170
250
I
14
20
50.76
1,O20
1,830
4.N
6.@
34.6
168
249
8
12
20
M.O8
881
1.540
4/;7
5.92
24.8
175
175
7
11
14
31.57
815
492
s.08
3.95
59.3
56.2
3.75
20.7
173
174
6
9
14
26.U
679
396
5.08
3.88
50.o
45.5
3.71
101.O
u.7
3.05
323
2.67
267
3.21
73.r
146
3.09
64.O
124
3.O2
104
52.9
152
301
11
17
18
67.41
903
3.870
3.66
7.57
71.+
257
2.5s
52.9
150
305
15
15
18
67.39
4,110
3,550
4.05
7.26
92.5
233
3.O3
2.47
47.O
150
300
10
15
18
s9.89
798
3,380
3.65
7.51
63.7
225
/ldl.5
149
299
9
14
1.8
55.40
715
3,120
3.s9
7.51
209
2.36
42.3
147
{2
57.0
12
12
18
53.83
858
2,7@
3.99
7.16
72.3
183
2.U
32.7
149
201
9
14
18
41.68
662
949
3.99
4.77
94.4
2.9r
147
26
55.2
28.4
8
12
t8
36.19
572
802
3.97
4.71
8.2
80.2
2.83
18.4
150
150
6.5
9
13
23 39
4il
2*
4.45
3.29
40.0
33.8
3.41
r6.0
149
14!t
5.5
8
13
20.N
393
221
4.39
3.29
33.8
29.7
3.26
Section lndex
D"pftt Flange Wcight Section Width
250x250
250 x 175
250 x 125
I I
200x200
2m x 150
200 x 1@
Corn
e
r
t'ilP"
Radius
Sectiona
Mornent of lnertia
of
Gyration
Modulus of Section
(A)
(B)
(r)
Jx
Jv
lx
tY
Zx
ZY
Cr
mm
mm
mm
mm
cm2
cm.
cmr
cm
cm
cm!
cml
cm
41.1
125
255
14
14
16
52.U
3.36
6.09
59.4
152
2.58
125
250
9
14
16
tt6.O9
s89 412
1,940
38.2
1,820
2.99
6.29
39.s
146
2.O8
33.2
t24
I
13
16
42.35
364
1,670
2.93
6.39
1.98
122
11
t1
16
41.O3
45
1.470
3.29
s.98
34.9 45.3
134
32.2
249 252
117
2.39
22.1
122
175
7
11
16
28.12
289
492
3.20
4.18
29.1
56.3
2.27
14.8
t25
I
12
18.83
28
147
3.63
2.79
25.6
23.5
124
125 124
6
12.8
5
8
12
16.34
2@
127
3.57
2.79
21.3
20.5
2.78 2.63
32.8
104
2o.2
10
16
13
41.85
251
1,1m
2.45
5.13
29.5
28.1
100
2U
12
12
13
2s6
85t
2.67
4.88
32.4
83.4
2.O9
24.9
100
2@
8
12
13
35.77 31.77
184
801
2.41
5.02
22.3
80.1
1.73
15.3
97
150
6
I
13
19.51
125
2*
2.53
3.81
r5.8
33.8
1.79
10.7
r00
100
5.5
I
11
r3.58
114
99
99
4.5
7
11
11.59
9.10
93.8
20.1
87.5
175
7.5
11
12
25.61
175x125
r 1.6
84.5
125
5.5
I
12
14.83
74.1
87.5
90
5
I
I
r 1.52
70..7
9.O5
r15
2.90
2.22
14.8
13.4
2.29
2.U
2.21
12.1
1
1.5
2.14
N2
2.12
4.38
15.9
56.2
1.55
131
2-24
2.97
10.9
20.9
1.63
2.8
2.06
10.4
ro.8
1.93
r.82
3.7s
10.8
37.6
r.37
15.1
1.55
8.7
75
150
7
10
tt
20.o7
66.4
too
10.5
74
1@
I
9
1l
13.42
51.7
75.3
1.96
2.37
8.84
75
75
5
7
8
42.8
24.1
2.18
1.66
7.46
0.5
I
10
1.52
3.11
6.91
75
125 x 125
7.O1
11.9
62.5
125
60
6
8
I
125x 60
6.61
62.5
100 x 1@
8.@
50
l@
6
I
10
100x 50
4.65
50
50
5
7
I
8.925 15.16 8.418 10.95
5.925
35.O
282
147
27.5
14.6
1.81
1.32
5.96
18.1
86.9
1.21
2.47
4.O3
1.41
1.12
3.18
11.8
1.91
56.8
15.8
150x
109
67.0
150x 150 150 x
Centre of Gravity
mm
175x175
175x 90
Radius
Area
kg/m
mm
Thickness Web (t,)
7.3(
6.59 23.5 4.86 13.4 2.98
1.79
1.19
1.64 1.@
1.28
31
Profil Kand
Luas
AxBxtlxt2
75x40x5x7 100x50x5x7,5 125x65xOxB 150x75x6,5x10 150x75x9x12,5 180x75x7x10,b 200x70x7x10 200
x
B0
x 7,5 x't1
200x90x8xi3,5 250x90x9x13 250 x 90 x 11 x 14,b 300x90x9x13 300x90x10x15,5
Pusat
tampang
Berat
cr#
kg/m
B,B1B
11,92 17.11
Momen lnertia
titik cm
Jari-jari lnertia cm
cm4
berat lx
ly
lx
Modulus tampang cm3 ry
Zx
Zy
4,31
6,92
1,27
12,4
2,93
1,19
20,2
9,36
1,55
189
26,9
3,98
1,50
Jt,o
1,94
425
65.5
4.99
1.96
68,0
BM
13,4
75,9
23,71
18,6
2,31
122
6,04
2,27
115
30,59
24,0
2,31
1.050
147
5,86
2,19
140
27,20
28,3
21.4
2.15
1,380
137
7,13
2,24
154
25a
26,92
21,1
1,85
1,620
113
7,77
2,04
162
31,33
24,6
2,24
1,950
177
7,89
2,38
195
38,63
30,3
2,77
2,490
286
8.03
2.72
249
44,07
34,6
2,42
4,180
306
9,74
2,64
335
51,17
40,2
2,39
4,690
342
9,57
2,58
48.57
38.1
2.23
6,440
326
1
1,5
2,59
375 42e
55,74
43,8
2,33
1
1,5
2,59
494
380x100x10,5x16
48,6
2,25
7,400 7,870
313
61,90
391
11,3
2,51
525
69.39
54,5
2,41
14,500
557
14,5
2.83
762
3E0x100x13x20
85,71
67,3
2,50
17,600
671
14,3
2,80
924
j:oot9ox12x16
32
7,82 14,4
23,6
.
i
rd
Prcfi! Siku
B
E
Luas
tampang p
illl
a j
Pusat
titik berat
-i
AxBxt, :
Berat
cm2
kg/m
cm
17,00
13,3
2,58
21,71
17,0
100x100x7
13,62
10,7
100x100x10 100x100x13
19,00
250x250x35
Jari-Jari lnertia
max.lx
min.ly
cm4
cm4
tx=ty
max,rx
mrn.ry
Modulus tampang
Zx=Zy
Cx=Cy
40x40x3 40x40x5 45x45x4 50x50x4 50x50x6 60x60x4 60x60x5 65x65x6 65x65xB 75x75x6 75x75x9 75x75x12 90x90x6 90x90x7 90x90x10 90x90x 13
120 x 120 x 130 x 130 x 130 x 130 x 2 130 x 130 x 5 150 x 150 x 0 150 x 150 x 2 150 x 150 x 5 150 x 150 x 9 175 x 175 x 2 175 x 175 x 5 200 x 200 x 5 200x200x20 200x200x25 200x200x29 250x250x25
Momen lnertia
lx=ly cm
cm
cm
cm
cm
2.336
1,83
1,09
3,53
5,60
1,45
1,23
1,55
0,79
3.755
2,95
1
,17
5,42
8,59
2,25
1,20
1,51
0,77
1,91
3.492
2,14
1,24
6.50
10.3
2,69
1.36
1,72
0.88
2,00
3.892
3,06
1,37
14,4
3,74
1,53
1,92
0,98
2,49
5.W
4,43
1,44
12,6
20,0
5,24
1,50
1,BB
0,96
3,55
4.692
3,68
1,61
16,0
25,4
6,62
1,85
2,33
1,19
3,66
5.802
4,55
1,66
19,6
31,2
8,06
1,84
2,32
1,18
4,52
7.527
5.91
1,81
29,4
46,6
12,1
1,98
2,49
1.27
6.27
9
761
7,66
1,BB
36,8
58,3
15,3
1,94
2,M
1,25
7,97
8.727
6,85
2,06
46,1
73,2
19,0
2,30
2,90
1,47
9,96
2,11
64,4
102
26,7
2,25
2.84
1.45
12.1
15,7
12.69
9.06
1,21
8,47
2,29
81,9
129
34,5
2,22
2,79
1,M
10,55
B,2B
2,42
80,7
129
32,3
2,77
3,50
1,75
12,3
12,22
9,59
2,46
93,0
148
38,3
2,76
3,48
1,77
14,2
125
199
51,6
2.71
3.42
1.74
19,5
2,69
156
248
65,3
2,68
3,38
1,73
24,5
2,71
129
205
53,1
3,08
3,88
1,97
17,7
14,9
2,83
175
278
71,9
3,03
3,83
1,95
24,4
24,31
19.1
2,94
220
348
91,0
3.00
3,78
1,93
31 ,1
29,5
16,56
13,0
18,76
14,7
3,24
258
410
106
3,71
4,68
2,38
22,74
17,9
3,53
366
583
150
4,01
5,06
2,57
38,7
29,76
23,4
3,&
467
192
3,96
5,00
2,U
49,9 61,5
36,75
28,B
3,76
368
743 902
2U
3,93
4,95
2,53
29,21
22,9
4,05
627
997
258
4,63
5,U
2,97
57,3
34,77
27,3
4,14
740
1.176
304
4.61
5,82
2,96
68,2
41,74
33,6
4,24
BB8
1"410
365
4,56
5,75
2,92
53,38
41,9
4,40
1.090
1.730
451
4,52
5,69
2,91
82,6 103
40,52
31,8
4,73
1.170
1.860
479
5,37
6,78
3,M
50,21
39,4
4,85
1.M0
2.29o
588
5,35
6,75
3,42
114
57,75
45,3
5,47
2.180
3.470
891
6,14
7,75
3.93
150
76.00
59,7
5,67
7,68
3,90
197
5,87
4.490 5.420
6,09
73,6
2.820 3.420
.160
93,75
1.410
6,04
7,61
3,88
242
107,6
u,5
6,01
3.866
6.1 18
1.613
5,99
7.U
3,87
276
119,4
93,7
7,10
6.950
11.000
2,860
7,63
9,62
4,89
3BB
7.45
9.110
14.4ffi 3.790
7,48
9,42
4,83
519
162,6
126
1
91,6
&|
Baja Kanat Baja
-
f, panjang biasa
'i
4
_r
l5m
F - penampang e = jarak antara titik berat dan sisiluar badan I - momen ketambatan W- momen tahanan
PenOatianey.
I
i
; = jari-jari kelambatan = \t+ -lI
+-
I eraq ukuran-ukuran dalam mm
t h
d
b
t=r
r1
Penampang F dalam cr# prof
.
flens badan
30
33
5
7
N
35
5
7
5
50
38
5
7
6")
65
42
5,5
7,5
3,5 3,5 3,5
e
mm
lx
^W,
cmJ
X-X
ix
cm
fkx
kx
cm
5,4
2,3
O,B
4,27
13,1
6,4
6,2
4,26
2,5
1,08
0,78
1,2
4,87
13,3
14,1
7,05
7,1
1.50
2,7
1.7
1,14
5.59
13.7
26,4
10,6
1,92
9,0
2,6
7,09
14,2
57,5
B,&
1,96
1
14,5
106
,7 26,5
2,52
3,8 4.9
3,10
2,41
1,14
10,6
15.5
206
41.2
3.91
3.05
O RA6
4,56
2,72 1,49 191
8 10
m
45
6
100
50
6
8,5
4,0 4,0 4.5
13,5
3,2 3,6 4,3
12
120
55
7
I
4,5
17,0
14
5,0
7,0
13,4
140
16,0
60
7
5,0 5,5 5.5 6.0
364
10
20,4
ffi,7
4,62
3,57
8,4
0,795
16,0
17,5
605
86,4
24,0
6,0 6,8
5,45
4,23
10,4
0,69C
1B,B
18,4
O,)R
116
28,0
7,7
6,21
4,83
12,6
0,625
22,0
19,2
1
350
150
32,2
8,6
6,95
5,36
15.0
0,58C
25,3
20,1
1910
191
7.70
5,93
0,545
B
16 18
160
65
7,5 10,5
180
70
8
20
2@
75
8,5 11,5
22
a 26 28 30 32 a5
38
q
11
220
80
I
24Q
85
9,5 13,-
12,5
r
1',t,0
17
,41
1
6,5
37,4
10,0
17,4
29,4
21,4
2690
245
42,3
B,48
6,55
20,1
0,52C
11 ,1
33,2
22,3
3600
300
48,3
9,22
12,6
7,09
23,1
0,495
37,9
23,6
4820
371
9,99
7,68
0,485
2ffi
90 10
14
0,5 7,0
2W
95 10
15
7,5
53,3
14,3
24,7
41,8
300 100 10
l6
25,3
6280
8,0
448
58,8
10,9
16,0
8,41
26,8
0,455
46,2
27,0
8030
535
11,7
9,10
o
8,8 8,0
75,8
17,5
40,8
59,5
26,0
1
0870
679
12,1
77,3
16,0
45,3
8,96
60,6
24,0
128/,0
7U
12,9
9,50
0,53[ 0,47i
320 100 14 350 100 14
17,5 16
380 102 13,5 16 400 110 14 18
79,7
16,3
47,1
62,6
23,5
1
5730
9,0
826
14,1
91,5
10,4
19,8
51,9
0,40c
71,8
26,5
20350
1020
14,9
11.1
0,41a
Gc'
1
l
'
l
43F
11,2
Y ':
u
o,)ol.
sumbu-lentur
berat
kg/m
cm4
3 4
d/ '- ttC v '
I
rk = jari-jari teras = Y F
k = kofisenprofil = f dt =
wr
-
dt =
4
,";:^
garis tengatr luuarlg ukuran-ukuran_gores flens goris tengah lubang flens
sumbu-lentur
t
=
y-y
t,
W,
ty
cm4
cm3
cm
3
5,3
2,68
0,99
tinggi pelat penyambung I dan ul turan-ukuran-gort 7 )sa dalam mm pada oaris tenoah- Itlhann haA;n 4 ky cm
c mm
h1
14
mm
mm
5,55
14,5
1
14,5
11
4
6,7
3,08
1,U
5,77
5
9.1
3,75
1,13
5.56
r5
20
6Yz
14,1
5,07
1,25
5,78
8
16
33
19,4
6,36
1,33
6,24
10
17
29,3
8,49
1.47
6,22
1B
u
12 14 16 18
43,2
1,59
6,69
19
82
11,1
23
26
mrn
mm
rnrn
mm
14,8
1,75
60
1,89
6,64 6,75
98
18,3
22,5
115
70
22,4
2,02
6,88
23,5
133
60
38,5
25
14
0,312
36,1
30
14
0,372
35,1
30
17
0,4u
32,4
35
17
0,489
30,6
26,1
24,4
90
45
26
0,775
23,3
120
110
50
26
0,834
22,0
248
110
39,6
100
2,42
90
BO
7,21
28
1U
317
i30
47,7
120
2,56
110
7,36
100
30
2A
2@
399
150
57,2
140
2,74
130
7,12
30
495
67,8
2,W
6,98
3,04
0,273
0,718
167
102
41,5
11
23
BO
846
0,232
25
45
90
2,72
11
0.661
r00
26,5
2,78
40,7 40,9
23
151
7,10
75,0
20
0,174 0,199
40
24,5
2,27
78,4
1'l
mzt
29,0
33,6
613
20
lr,
I
27,8
197
9,62
m2lm
0,546
22 24 26
2,81
mm
0,611
7,01
80,6
mm
cat
20
2,14
597
Fm
20
27.O
570
df
35
148
32 35 38 40
wf
40
70
20
32
l--
50 BO
luas bidang
129
40
62,7 114
n
46
85,3
21
tl
lubang-lubang flens
u
216
160
150
140
130
120
232
50
180
170
160
150
140
Rtr
37
246
190
180
170
160
trtr
2n
150
220
210
200
190
55
26
0,890
21,3
26
0,950
20,6
26
0,98
16,5
26
1,05
17,3
10,30
u u
282 312
2ffi
250
240
9,90
230
220
38
55
324
270
2ffi
26
1,11
250
17,7
240
230
60
26
1,18
16,5
10,50
35
BAJA SIKU.SIKU SAMAKAKI panjang biasa 3
*
15 m
x-
tW:
F:
penampang momen kelambatan momen tahanan
i-
jari-jari kelambata n
k:
kofisen profil
o)
4 i,'i b'2 re------{
=\fL Yp
E2F : j- = i
I
Y
L
ukuran-ukuran dalam rnrn
'15.
15' 3 15.15. 4 20.20. 3 20.20. 4 25.25. 3 25.25. 4 25.25. 5 30.30. 3 30.30. 4 30.30. 5 35.35. 4 35.35. 6 40.40. 4 40.40. 5 40.40. 6 45.45. ti 45.45. 7 m.50. 5 50.50' 6 50.50. 7 50.50. I 55'55. 6 55.55' 8
15
20
25
35
45
50
36
r=
4
5
2,5
4 6
5
2,5
5
6
3
0,48
1,05
0,82
0,51
,12
O,BB
0,60
1,45
1
,14
O,M
1,42
1,12
0,73
1,85
1,45
0,76
2,26
1,77
0,80
1,74
1,36
0,84
2,27
1,78
0,89
2,78
2,18
0,92
2,67
2,10
1,00
3,87
3,04
1,08
3,08
2,42
1,12
3,79
2,97
1,16
1,06
1
1
,41
,t7
2,12
2,47
2,83
=kv
cm4
cm3
cm
0,61
0,15
0,15
0,43
4,48
0,13
0,19
0,19
0,42
5,81
0,85
0,39
0,28
0,59
3,23
0,90
0,48
0,35
0,58
4,38
1,03
0,19
0,45
0,75
2,56
1,08
1,01
0,58
0,74
3,38
1.13
1.18
0.69
0.12
4.32
1,18
1
,41
0,65
0.90
1,24
1,81
0,86
0,89
2,14 ?AR
1.30
2.16
1.04
O,BB
3,56
1,41
2,96
1
,18
1,05
2,41
1,53
4,14
1,71
1,04
3,51
1,58
4,48
1,56
1,21
2,12
1,64
5,43
1,91
1,20
2,64
3,52
1.20
1.10
o..r5
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1,19
3,18
3,38
1,28
1,81
7,83
2,43
1,35
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5,86
4,60
1,36
3,31
1,33
3,29
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7
3,5
3,18
1,92
10,4
5
4,80
3,77
1,44
1,98
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1,51
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4,47
1,45
2,04
12,8
3,61
1,50
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6,56
5,15
1,49
2,11
14,6
4,15
1,49
2,94
8,24
6.74
1.56
2,21
17.9
5.20
1.47
3,80
6,31
4,95
1,56
2,30
8,23
6,46
1,U
7.90
1.72
6,91
5,42
1,69
9,03
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1,77
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1
7
3,5
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4,40
1,66
2,32
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5,72
1,64
3,08
2.43
26.3
6,97
1,62
3,BB
2,39
22,8
5,29
1,82
2,09
29,1
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1,80
2,82
1,85
2,62
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1,78
3,55
1,85
2,62
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1,94
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1,91
3,56
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1,93
4,24
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10,6
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2,08
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1,97
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9,34
2,05
4,60
4,95
2.13
3,01
61,8
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7,94
2,09
2,95
52,4
1,5
9,03
2,13
3,01
58.9
11.2
14,1
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2,21
16.7
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5,30
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11
75
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4,30
7
70
0,82
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4,8
10
65
kg/m
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5
6 60
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6
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75.75.10 75.75.12
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F
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9,67
2,28
l
1,0
2,26
li
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3,12
71,4
13,5
2,25
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3,24
82,4
15.8
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15.15. 3 15.15. 4 20.20. 3 20.20. 4
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cm
mm
0,54
2,80
0,06
0,09
0,27
0,29
11,2
0,53
3,80
0,08
0,1
0,28
13,8
0,62
0,74
2,03
0,15
0,18
0,37
0,77
0,73
2,73
0,19
0,21
0,36
1,59
0,31
0,30
0,47
6,50
2,13
0,40
0,37
4,47
1,87
8,56
0,91
2,73
0,50
0.44
0,47
2,24
1,14
1,35
0,57
0,48
0,57
5,33
1,12
1,81
0,76
0,61
0,58
6,78
2,26
0.91
0,70
0,57
8,50
4,68
1,33
1,53
1,24
0,88
0,68
6,50
5,75
1,30
2,32
1
,77
1,'16
0,68
8,46
7,09
1,52
1,U
1,86
8,U
1,18
0,78
5,10
1,51
1,66
2,22
1,35
0,77
6,47
2,01
2,67
1,57
0,77
7,52
1,49
12,4
1,70
1,49
3,25
1,80
0,97
16,4
5,69
1,67
2,09
4,39
2,29
0,97
7,82
2,23
11
2,U 22
3,24
11
25
3,60
14
4,88
0,98
5,0?
4,10
6,19
2,85
4,85
0,96
7,15
3,47
0,97
B,85
1,86 2,42
7,67
2,09
1,45
7,24
3,28
1,07
5,50
2,06
55.55.10
1,96
9,35
1,07
41,4
4,03 4,65
7,24
1,06
9,03
2,02
2,46
11,3
36,1
2,29
"t,32
3,95
1,17
5,06
46,1
2,26
1,79
12,1
4,U
1,16
6,74
2.23
14,6
5,57
1,15
8,4
55.1
2,23
9,43
5q,0
2,47
1,43
13,8
5,27
1,26
65,4
5,48
2,44
1,95
17,2
6,30
1,25
7,03
2,27
20,7
7,31
1,25
8,42
76.8
2,42
70.70. 7 70.70. I
67,1
2,67
1,U
17,6
6,31
2,U
1,37
83,1
5,02
1,71
70.70.11
22,0
7,59
1,36
97.6
2,61
26.O
8,il
6,M
1,35
7,87
2.10
7
83,6
I
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1,22
21,1
7,15
1,45
93,3
4,85
2,85
1,42
24,4
8,1
1,46
5,42
113
2,83
130
2,79
1,76
29,8
2,14
u.7
1
9,55 10,7
1,45
6,67
1,M
8,04
0,155
3,92
0,96
1,88
0.136
3,21
2,32
27,4
75.75.10 75.75.12
20
2,57
1,85
0,116
2,36',
4,59
34,8
75.75. 75.75.
1,93
1,60
I
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55.551.
65.65. 7 65.65. I
1,49 17
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0,097
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28,1
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0,a77
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0,057
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50.50. 7 50.50. I 55.55. 6
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1
Penampang yang
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1,27
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1,61
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t
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25.25. 4
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,
it
30
14
5,58
0,174
0,194
6,98 5,29 30
17
6,87
0,213
8,40 5,89 35
17
7,67
0,233
9,40 7,30 35
20
9,20 1
0,252
1,0
8,00 40
20
10,1
0,272
12,1
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23
9,66 11,8 13,9
0,291
laniutan: @ia silcu-siku samakaki; panjang biasa 3
L
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80. 80.I 80.80.10 BO. 80.12
80.80.14 90. 90. I 90. 90.11 90. 90.13 90.90.16.
00.1 00.1 4
dr.l
110.110.'10 10.1 10.12 1 10.1 10.14
90
120
1
30.1 30.',\2 30.1 30.1 4
1
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140.140.13 140.140.15 140.140.17 50.1 50.1 4 1 50.1 50.1 6 1 50.1 50.1 1
1
150
1
1
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cm4
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cm
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9,66
2,26
3,20
72,3
12,6
2,42
2,U
2,09
1,9
3,31
87,5
15,5
2,41
2,61
11,9
14,1
2,41
20,6
16,
2,48
1
5,66
3,41
102
18,2
2,39
3,14
3.51
115
20,8
2,36
3.68
12,2
2,U
3,59
116
18,0
2,74
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2,62
3,70
138
21,6
2,72
21,8
17 ,1
2,ffi
2,U
3,81
26,4
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2.81
158 'r86
10
19,2
15,
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2,82
3,99
177
24,1
12
22,7
17,8
2,90
4,10
207
10
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12
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14
26,2
20,6
2,98
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36,2
28,4
3,20
21,2
16,6
3,07
25,1
19,7
3,15
14
29,0
22,8
11
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6
12
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6,5
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12
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14,7
15
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18,7
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11
20
130
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jarak titikberat-titikberat dalam cm
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15,5
11
10 110
120.120.20' 1
5
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12,3 10
I
120.120.11
120.120.13 120.120.15
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100.100.20. 1
I
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1 00.1 00.1 0 100.1 00.12 1
d
b
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6,36
3,97
7,07
25,1
2,69
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3,04
2,09
3,02
2,49
4,21
235
33,5
3,00
2,92
4,V
311
45,8
2,93
4,20
4,U
239
30,1
3,36
1,BB
4,45
280
35,7
2,25
3,21
4,9
3,U
319
41.0
3,32
2,63
19,9
3,36
4,75
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39,5
3.66
1,89
23,3
3,44
4,86
3%
46,0
3,M
2,24
4,96
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52,5
3,63
2,58
5,24
562
67.1
3.57
3.46
33,9
26,6
3,51
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3.70
30,0
23,6
3,M
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27,2
3,72
16
39,3
30,9
13
35,0
7,tB
8,49
5, 15
472
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50,4
3,97
1,91
5,26
58,2
3,94
2,23
3,80
5,37
605
65,8
3.92
2,55
27,5
3,92
5,M
638
63,3
40,0
4,27
1,92
31,4
5,66
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72,3
17
4,25
45.0
2,21
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5.77
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81,2
4,23
2.51
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31,6
4,21
5.95
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35,9
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14
15
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7,5
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9,19
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10,6
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51,0
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6.17
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6,35
1
100
95,6
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1,93
6,46
1230
108
4,86
2,20
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2,53
160.160.17
160
17
7
8,5
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51,8
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4,57
19
57,5
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4,65
6,58
1
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80.1 80.1 6 1 BO.1 80.1
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1
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61,9
5,51
48,6
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1
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20
145
68.4
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53.7
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2040
160
5.47
2.29
16
61,8
48,5
5,52
7,80
2340
162
6, 15
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69,1
54,3
5,60
7,92
2600
181
76.4
6,13
1,83
59.9
5.68
8.04
2850
199
6,11
2,05
1
60.1 60.1
1
I
180
180.180.20 200.200.16 200.200.18 200.200.20
38
200
1B
20
1B
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9
1
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14,1
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120.120.13 120.120.15
120.120.20*
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1,32
29,6
9,25
5,'t
161
3,00
19,9
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1,99
6,35
43,0
12:6
2,96
2,U
1,53
7,45
48,6
13,9
1,V
B,OB
1,31
47,8
13,3
1,76
5,03
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3,45 3,41
1,61
57,1
250
15,4
3,39
1,75
1,90
6,12
65,9
17,3
1,74
7,21
19,9
1,73
18,4
21,0
3.U
2,37
280
3,82
328
3,80
1,57
372
3,77
1,4
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3,67
2,69
79,1
1,32
379
4,23
1,19
444
4,21
1,42
73,3 86,2 98,3
1U 98,6 116
22,2
1,95
5,03
23
1,95
16,9
5,98
23
19,9
6,98 9,72
22,7
2,16
4,56
26,1
2,15
5,43
16,6
26
25,4
21,7
4,61
23
22,9
5,45
20,3
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26,3
22,9
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4,62
1,20
140
625
29,5
4,59
2,35
1,41
162
33,3
6,18
45/70
6,32
0,430
705
4,56
1,63
186
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37,5
4,48
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2,21
236
45,0
2,31
30,0
8,26
26,1
26
39,0
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33,8
37,7
4,U
23
27,2
5,40
24,5
26
31,1
27,4
26
35,1
31,0
31,6
28,2
26
36,1
32,2
40,6
36,2
36,7 46,3
33,0 37,4 I 41,6 I
42,2
38,3
223
42,4
2,53
251
46,7
2,52
1010
5,38
1,21
262
150
47,3
5,36
2,74
1,39
4,68
298
52,7
2,73
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200.200.16 200.200.1a 200.200.20
0,390
19,6
133
1,41
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1,62
180.180.16 180.180.18 180.180.20
26
26
22,3
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1,20
194
5,33
1,58
1340
5,77
1,21
1510
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58,3
5,74
2,94
1,39
4,68
391
1670
5,70
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2,93
1.56
5,34
438
71,0
2,93
5.94
1750
6,15
1,21
453
950
71,3
6,13
3,14
1,39
4,69
506
2140
78,3
6,10
3,13
1.60
5,30
558
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3,12
5.93
2690
6,96
1,15
2970
6,93
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3260
6,90
334
679 757
1,43
830
57,9
95,5 105
113
2,72
3,50
4,52
3,49
5,07
3,49
5,63
7,78
1.03
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4150
121
7,75
3,91
1,15
4,05
1050
133
3,90
4,55
7,72
1,28
1
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6,06
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1
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2,14
50
23
4,18
30.130.1 6
160.160.17 160.160.19
13,4
26
5.00
60.1 60.1 5
17,4 23
8,79
1,94
0,3i
15,1
16,2
1,93
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12,8
23
18,4
4,97 4,94
1
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23
23,4
m2/m
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10,46
26
29,5
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mm
1
35,9
218
Fnt^ | cmz I
d
mm
1,55
750
150.150.14 150.150;16 1 50.1 50.18
tt
3.06
w
857
140.140.13 140.140.15 140.140.17
1
GM
drtemahkan Fv
cm4
130.130.12 130.130.14 1
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cm3
Penampanffiii k,
1,U
505
120.120.11
,n
3,03
2%.
110.110.10 110.110.12 110.110.14
wn
139
181
100.100.10 100.100.12 100.100.14 100.100.20*
t,
ke
cm
115
80. 80.10 80. 80.12 80. 80.14 90. 90.I 90. 90.11 90. 90.13 90. 90.16*
t
tt
5,04
55/110
60/ 115
60/ 1 35
60/ 1 50
26
26
zo
l6
41,5
0,469
0,508
0,u7 I
47,4
43,0
52,6
47,6
51,2
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57,2
52,5
63,2
58,0
57,6
53,5
65,4
59,7
71,2
66,0
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0.705
0,785
39
1
BAJA SIKU.SIKU TIDAK SAMAKAKI panjangbiasa3:
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x
2
F:
x
penampang rnomen kelambatan momen tahanan jari-jari kelambatan = \
t-
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L
ukuran-ukuran dalam mm
20. 30. 3 20. 30. 4 20' 30. 5
20. 40. 3 20. 40. 4 30. 45. 3
n.
45. 4
30. 45. 5 30. 60. 5 30. 60. 7 40. 50. 3 40. 50' 4 44. 50. 5 40. 60. 5 40 60. 6 40. 60. 7 40. 80. 4 40. 80. 6 40. 80. B 50' 65. 5 50. 65. 7 50 65. I 50.100.6 50.100.8
a
b
d
20
30
4
3
5 7
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2
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20
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3
4
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45
60
40
40
50
60
BO
100
1,11
0,99
0,50
2,04
1,51
0,86
1,04
0,56
1,45
1,03
0,54
2,02
1,52
0,91
1,03
0,58
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2,26
111
1,07
0.58
2,00
1.53
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1,03
0.60
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1,35
1,43
0,44
2,61
1,77
0,19
1,19
0,46
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1,47
0.48
2,57
1,80
0,83
1,18
0,50
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2,25
0,70
3,09
2,24
1 1')
1
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0,81
1,48
0,74
3,Ol
2,26
1,21
1,58
0,83
ll'
5,83
2,71
1,52
0.78
3.05
2,27
1,32
1,58
0.85
j(:
4,29
a
2,15
0,68
3,90
l.o /
1,20
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3,53
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a aA Z,LA
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2.12
1,28
1,73
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0,99
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0,423
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0,81
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0,33
0.412
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0,55
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2.15
0.98
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0.42
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0,259
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1,27
0,41
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0,252
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Lanjutan: baia siku'siku tidak samakaki Panjang biasa 3
L
ukuran-ukuran dalam mm a
m. 90. 6 m. 90' 8 60.90.10 65' 75. 6 65 75. I 65.75.10 65. 80. 6
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2,56
3,15
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2,75
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2,28
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2,78
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4,63
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1,65
5,61
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3,23
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2,76
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3,45
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4,65
1,45
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5.81
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1,93
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2,38
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3,18
4.21
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1,57
9,79
6,62
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4,46
1,72
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18,6
5,37
1,65
9,73
6,66
2,97
4,44
1,17
21.7
21,1
5,45
1.13
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75'130'8
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2,89
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jarak titikberat-titikberat dalam cm ey
13,6
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1
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11,4
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kg/m
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1
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d
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1,60
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7,38
2,89
4,59
1,75
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25,5
6,39
1,68
10,7
1,M
2,96
4,56
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36,8
28,9
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cm
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2,87
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0,437
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15,4
2,85
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7,31
1,70
3,94
107
129
0.431
112
0,740
44,0
0,736
56,7
0.732
68,4
0,649
52,8
0,645
68,1
0,640 0,634
82,2 95,4
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it
ln
cm
crna
tn
kn
cm
3,09
14,6
1,30
5.18
3,06
19,0
1,29
6,87
2,82
39,6
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1,68
5.00
3,02
23,1
1,28
8,56
2,33
30,7
6,39
1,94
2,14
60,2
2,73
14,4
10,9
1,34
2,31
4,55
39,4
8,34
1,92
2,85
77,3
2,70
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1,33
2,29
47.3
6,01
1,90
3,63
92.7
2.66
23,0
1,33
7,42
2,51
31,2
6,M
1,93
2,26
68,5
2,85
15,6
1,36
2,49
4,55
40,1
8,41
1,91
3,02
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2,82
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1,36
2,46
48,3
6,01
10,3
1,89
3,83
106
2,79
24,8
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12,1
1,87
4,57
122
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8,30
9,41
12,3 15,1
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17,8
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55,8
2,76
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0,419 0,415 0,410
113
16,6
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37,6
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1,U
3,34
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141
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5.30
190
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3,11
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6,71
1,81
3,21
158
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1,42
3,69
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1,79
4,31
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1,41
6,99
10,8
8,77
0,321
229
30,6
3,66
53.3
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263
31,1
4,17
44,8
65.1 30.1 0 65.1 30.1 2
0,259 0.255
321
38,4
4,15'
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4,12
63,0
75. 90. 7 75. 90. 9 75. 90.11
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0,553
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17,0
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0,549
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0,545
176
75.130.
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0,442
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1,38
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10,7
1,71
6,40
340
4,27
35,0
1,31
9,93
12,7
1.69
7,75
397
4.24
41,2
1,37
2,23
2,22
117
3,24
27,1
1,56
4,57
12,6
2,21
2,82
145
3,21
34,1
81.7
5,83
18.5
2,19
3,55
171
3.17
40.9
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3,15
56,9
10,0
2,19
2,49
145
3,49
30,1
21,5
1,59
3,13
71,0
4,69
12,7
2,17
3,21
181
3,47
37,8
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25,9
1,59
3,1
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84,0
15,3
2,15
3,95
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45,4
1.58
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9,98
11,8
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0,339
276
31,9
4,17
68,3
75.1 30.1 0
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2,08
3,69
0,336
303
4,37
337
41,3
39.4
4,14
1,61
82,9
6,10
14,4
2,06
4,63
369
4,34
50,6
1,61
t,60
4.31
59.6
1.60
9,09
75.130.12
0,332
395
46,6
4,12
96,5
17.0
2,04
5,65
432
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0,265
455
46,8
4,83
78,3
13,2
2,00
4,85
484
0,261
4;98
545
50,0
56,6
1,60
4,80
93,0
7,65
15,9
1,98
6,00
578
4,95
59,8
1,59
9,35
75.150.
75.150.11 75.1 50.1 3
75.170.10 75.170.12 75.170.14 75.170.16
0,258
631
66,1
4,78
0,214 0,210
709
65,1
5,47
834
78,0
5,45
0,207
0.204
955 1070
90,0 102
107
BB,2 '103
18,5
1.96
7,15
668
4,91
69,4
1,58
14,8
1,93
6,40
739
5,59
58,5
1,57
17,4
1,91
7,65
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5,56
68,9
1,57
1
9,05
992
5,53
79,0
1,56
13,4
1110
5,50
BB,8
1,55
15,3
5,42
117
20,0
1,89
5,39
130
22,6
1,BB
10,4
1i,0 9,56 1,5
lanjutan: baja siku-siku tidak samakaki panjang biasa 3
L
ukuran-ukuran daJam mm a
b
80.120.8
90.110.
BO
124
I
90.1 1 0'1 1 90.1 1 0.1 3 90. 130.1 O 90. 1 30.1 2
90
110
i1
5,5
e0
130
berat
kg/m
ex
eY
w
15,5
12,2
3,83
1,87
8,23
5,99
3,27
4,20
2,16
'r9,1
15,0
3,92
1,95
8,18
6,03
3,37
4,19
2,19
w1
v1
v2
22,7
17,8
8,14
6,06
3,46
4,18
2,25
20,5
4,00 4,08
2,O3
26,2
2,10
8,10
6.08
3.55
4.17
2,29
o
17,3
13,6
3,30
2,32
7,72
6,41
3,74
4,06
2,79
20,9
16,4
3,38
2,40
7,69
6,44
3,85
4,06
2,U
24,5
19.2
3,46
2,8
7,67
6.45
3,96
4,07
2,88
21,2
16,6
8,92
6,69
3,75
4,62
2,51
19,7
4,15 4,24
2,18
25,1
B,BB
6,72
3,85
4,ffi
2,$
29.0
22,9
4,32
2,26' 2,U
B,85
6,74
3,96
4.58
2,61
2,26
11
12
6
12
12
6
10
150
jarak titikberat-titikberat dalam cm
F cm2
14
12
t4
90
15 m
12
12,5
6,5
14
23,2
18,2
4.99
2,43
10,1
7,09
3,63
4,99
27,5
21,6
5,08
2,11
10,0
7,12
3,71
4,98
2,32
31.8
25.0
5,16
2,19
7,15
3,79
4,91
2.36
9.99
90.250.10,
10
33,2
26,0
9,49
1,57
15,6
10,5
3,02
90.2fi.12
5,90
1,16
12
39,5
31,0
9,59
1,65
15,5
10,6
3,09
5,87
1,80
45,8
36,0
e;68
1,74
15,4
10,1
3,17
5,82
1,87
16
52,0
40,8
9.77
1.82
15,3
10,8
3,24
5,78
1,96
10
24,2
19,0
4,80
2,U
10,3
7,50
4,10
5,25
2,68
90'250.14
90
2W
90.250.16 100.150.10 100.15A,12
100
150
00.1 50.1 4
100.200.10 100.200.12 100 200.14 100 200-16 100'200.18
44
10
10
90. 1 50.1 0
1
t1
'13
90.130.14 90.150.12 90 150.14
r
8
80. 1 20'1 0
4o.120.12 80.120.14
d
:
12,5
14
'13
6,5
6,5
28,7
22,6
4,89
2,42
10,2
7,53
4,19
5,24
33,2
26.1
4,97
2,50
10.2
7.56
4,28
5,23
2,73 2,77
10
29,2
23,0
6,93
2,01
13,2
8,76
3,75
5,98
2,22
12
u,8
27,3
7,03
2,10
13,1
B,B2
3,84
5,95
2,26
40,3
3.1;6
7,12
2,18
13,0
8,88
3,93
5,92
2,32
16
45,7
35,9
7,20
2,26
12,9
8,93
4,02
5,BB
2,39
1B
51,0
40,0
7,29
2,34
12,9
8,97
4,09
5,86
2,46
12 14
100
200
14
15
7,5
L
tgo
lx
wx
tx
cm4
cm3
cm
"'ao
wro cm"
cm
lY
k,
lt
i,q
cma
cm
ir.,
cm
5,24
,71
6,52
I
0,441
226
27,6
3,82
B0.g
13,2
80'1 20.1 0
2,29
2,97
261
0.438
4,10
276
45,8
34,1
3,80
s,1
'l 1a t,tz
16,2
2,27
3,73
3rB
4,07
56,1
1
80.120.
80.120.12 80.120.14
90.110.I
k lJ
.ko
0,433
323
40,4
3,77
114
19,1
2,25
4,52
0,429
371
4,04
368
46.4
66,1
1,71
3,75
7,79
130
22,0
2.23
5,30
421
4,01
75,8
1.70
9,03 4,83
0,652
204
26,5
3,43
122
18,3
2,6A
2,46
264
0,650
3,90
243
62,2
31,9
1,89
3,41
146
22,1
2,64
?,gg
315
O.MB
3,BB
74,3
281
37,2
1,BB
3,39
r68
5,90
25.7
2,62
3,58
362
3.85
86.0
I,BB
90 130.10
6,%
0,472
358
40,5
4,11
141
20,6
2,58
90.1 30.1 2
3,19
420
0,468
4,46
420
78,5
48,0
4,09
1,93
5,70
165
24,4
2,56
3,82
492
4,43
92.6
55,3
4.07
1,92
187
28.1
2.U
6,81
4,50
560
4,40
1,9'l
7.91
21,0
2,51
3,69
591
5,05
1,94
6,14
90.1 1 0.1 1 90.1 1 0.1 3
90 130.14
0,465
480
90.1 50.1 0
0,363
532
53,1
4,79
'146
90 150.12
0,360
626
63,1
4,77
i70
24,7
2,49
4,45
694
0,357
5,02
716
102
72,8
4.75
1,93
19{
7,39
28,4
2.47
5,20
192
4,99
118
1,92
8.60
90.1 50.1 4
90.250.10 90.250.12 90.250.14 90.250.16
106
87,3
0,156
2170
140
8,09
163
22,0
2,22
6,75
2220
B,1B
0, 154
2510
113
167
8,06
1,U
191
26,0
2,20
8,15
2630
B, 15
133
1,83
3020
8,12
152
1,82
13,8
3400
8,09
172
1,82
15,7
0,152
2960
193
8,03
218
30,0
2,18
0,150
3330
219
8,01
243
33.8
2,16
9.60 11,2
9,75 11,8
00.1 50.1 0
0,M2
552
54,1
4,78
r98
100.150.12 1 00.1 50.1 4
25,8
2,86
2,96
637
0,439
5, 13
650
112
64,2
2,15
4,76
30,6
2,U
5,22
232
3,55
749
0,435
5,10
132
744
2,15
74.1
4,73
6,24
264
35.2
2,82
4, rB
856
5,07
152
2,14
7.26
0,266
1220
93,2
6,46
210
26,3
2,68
4,06
1
300
6,66
r33
2,14
6,41
1
100.200.10 100.200.12 100.200.14 100.200.16 100.200.18
0,2u
1440
111
6,43
247
3'r,3
2,67
4,91
1
530
0,262 0,259 0,256
6,63
158
1650
128
2,13
7,68
6,41
282
36,1
2,65
5,75
1760
6,60
't81
1860
145
2,12
6,38
8,95
316
40,8
2,63
6,60
1
970
6,57
2060
204
162
2,11
6.36
10,2
34-i
45,3
2,61
7,50
2180
6,54
227
2.11
11,5
i
t
I
t
l I
I
I
t-_
45
TEGANGAN.TEGANGAN YANG DIIZINKAN MENURUT N 1055
Bahan
Tegangan yang diizinkan untuk pembebanan gabungan
Macam tegangan
AdanB
Baja konstruksi Bd. 37 menurut N 702 dan Bd. yang memenuhi syarat-syarat percobaan untuk Bd. 37
OO
t
C
J
tarikan of tekanan od, lenturan o,
1400
1610
putus-
Baja paku-keling Bd. K 34 menurut N 718,
a
kaiau jarak a dari tepi sampai tengah_ tengah paku-keling itu dalam arah gaya ia la
:2d
i
geseran tekanan
tumpuan
as
ir
2d, dari Bd. 37
1120
1
2800
3220
2BB
putus-
h:
a=
1,5d
a:2d Baut-baut-sekerup, baut-baut jangkar dll,
geseran
i
a
:
1,5d
dari Bd. 37
tarikan o, putusgeserani
0,7 at 1,sat
tumpuanas tarikano, putusgeserani.
0,60.
tumpuanas
menurut N 7.lS
0,6a.
dari Bd. 37
tekanan
OO
0,Bar 1,6 ar
tekanan tumpuan 6s
tekanan
kalau jarak a dari tepisampai tengah_tengah baut dalam arah gaya ialah:
Besi-tulang B. tu.
8,0
1,2ot
dari Bd. 37
tarikan o,
250 500
lenturan ou putus-
300
i
12BB
2576
980
1127
u0
966
21C0
2415
980
1127
0,7at
tekananb,
geseran
1120 2240
840
966
1680
1933
200
1) Kalau a sama dengan berat sendiri konstruksi; 6 pembebanan yang berguna; c pembebanan salju; d pembebanan angin sedang dan e pembebanan angintinggi, makapembebanangabungan: A a * b + c; B = a + b+ ddan c = a + b + e. = pJaksa.naan da.n konstruksi, r u^rt, petunjuk-petunjuk daripanitia Normarisasiterah dimana ur I I tqt tq PEtulUuK. t'*?T:',::',::j:'::-::Tl]1,-,l11lo,o"nun, iJ^1"-T::Tl,T:":lx?i:,i,1:?t^:::::.:,ifl..:l-tj'1.1, maka tesansan-tesansan yans diizinkan ini harus dikuransi r or rvt ut densan ilgan 15olo. I c-lo. penvelenssaraan dan pelaksanaan bertaku dibawah pinnpinan seorans ahlisendiri, maka dapattah diizinkan untuk renambah nilai-nilai dari daftar itu dengan 15%.
::,*
XH'il:::i;ljJjlilH;ff'j:::::?,
$ fr
lilr
ffirlillll-rlilfllll
ih 1ilffiil
h
rllfi
iI
46
I-
,I
GAYA-PIKUL (KEKUATAN ]UIENAHAN} PAKU-PAKU-KELING
,f
untuk sambungan-sambungan dengan irisan tunggal' maka gaya-pikur pada tekanan tumpuan, seberah kiri di bawah garis yang pertama rebih.kecil noil':-',,fjffiil;:ffi#;T:;:,",:ffi;;,ljru;;:n"n',",,"n il,ln*,nn.n n,r"-oi,,,ilniuk sambunnun-,a,u..,-nfan tangga densan irisan bersanda, maka
47
DAFTAR KOEFISIEN TEKUT co UNTUK BAJA
I
0
0 10
1,00 1,00 1,00 1,07
20
30 40
1
2
3
4
5
1,00 1,00 1,03
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,01
1,01
1,O2
1,09 1,17 1,26
1,09 1,17 1,27
1,02 1,10 1,18 1.28
1,19 1,29
1,39 1,53
1,40 1,54
6
7
1,00
1,@ 1,00
1,00 1,04 1,12
50
1,24
1,08 1,16 1,25
60
1,34
1,35
1,36
1,38
70
137
'1,50
1,51
80 90
1,62 1,90
1,48 1,64 1,82
1,66
1,67 1,87
,1,69
1,71
1,94
1,gg
1,91
100
2,04
2,47
2,10
2,12
2,15
2,18
110
2,34 2,78 3,26 3,78 4,34
2,38 2,83
2,47 2,92
2,51
3,84 4,40
2,42 2,98 3,36 3,89 4,46
2,55 3,02 3,52 4,06 4,66
2,60 3,07 3,57 4,12
4,94 5,58 6,25 6,96 7,72
5,00 5,65 6,32 7,04 7,80
5,25
8,51
120 130 140 150 160 170 180 190
200
210 220
1,1 5
3,31
230
10,21
8,59 9,42 10,30
240 259
11,11
11,21
9,34
5,06
3,42 3,95 4,52
,11
5,13 5,78 6,47 7,19
7,88
7,95
8,67
8,75 9,59
5,71
6,39 7
9,51
10,38
,rjo
10,47 I 1,39
2,97 3,47 4,00 4,59 5,19 5,84 6,54 7,26 8,03 8,84 9,68 10,56
11:s
1,11
Fe 360
1,05 1,13
I
I
1,00 1,00 1,05 1,13 1,22 1,32
1,00 1,00 1,06 1,14 1,23 1,33
1,76
1,46 1,60 1,78
1,20
1,21
1,30
1,31
1,41
1,43 1,57 1,75 1,96
1,44 1,59 1,gg
2,O1
2,24
2,29
2,31
4,70
2,64 3,12 3,62 4,17 4,76
2,69 3,16 3,68 4,23 4,92
5,38 6,05 6,75 7,49 8,27
5,45
5,51
6,11
6,82 7,57 8,35
6,18 6,gg
8,11
5,32 5,98 6,68 7,42 8,19
g,g2
9,00
9,77 10,66 1 1,58
9,86 10,75
9,09 9,94 10,94
9,17 10,G| 10,93
9,25 10,12
11!7
11:7
,
5,91
6,61
7,34
1,56 1,73 1,94 2,21
,r:*
12,06
Daftar koefisien tekuk tersebut di atas disusun berdasarkan peraturan Belanda: NEN 3851: Technische grondslagen voor de berekening van bouwconstructies - TGB 1972 - Staal.
*
I
Tabel ini dari lr. Th. A. Adi Soebagio (Universitas Trisakti).
2,73 3,21
3,73 4,29
4,gg
7,Q4
8,43
11,O2
rju
RUMUS.RUMUS UNTUK MENENTUKAN/ MENGHITUNG PENAMPANG BATANG-BATANG BAJA YANG DITEKAN Untuk kerampingan-kerampingan lebih besar daripada g0.
1.
= 1,7 PL2kuntuk , : i,Siaa : 1400 kg/cmzl; lpera. = 1,5 PL21, untuk y - !,eQ, (od = 16.10 kg/cmz1. lo"ro.
Dalam rumus ini, maka pharus diisidalam 2.
rdan Llrdalam m.
kerampingan-kerampingan rebih kecir daripada g0. Ynr.'.k A. Untuk batang-batang iunig"l,
profil-profil-Din : Fpend.
=t
+ 2Lfl
od
profil-profil-Dir
Fpend.::
+g,2L2k
a6
profil-profit-Dil
Fpend.=!+l,6sLl o6
profil-profil-Die
Fpend.=:+l,1Ll o6
B. Untuk kolom_kolom majemuk
{ll; I L
Fpend.:
c'
:
od
t
l}
Oi mana
l,
)
1
,1
l,:
o,65Ll
Untuk batang-batang rangka ySng dikerjakan berganda, di mana perat
buhul ditempatkan di antarJprofil_profil:
UntukJ L =
Fpend.
=t
+ 2,5L2k
od
JUntutJ
l:
dan
F0,,6.
Untuk l[.: Forna.
.
(),
Fpend.
= od:
= odt
=
;
+ t,7sLf
+ 2,2SLi,
+ g,SLl,
Dalam rumus ini maka Lr ialah panjang_tekuk dalam m; untuk dalam t, maka do harus diisi daram ilcm2, untuk p daramkg, maka od daram kg/cm2.
p
49
SECTION PROPERTIES LIGHT LIP CHANNELS
SIZE
SECTION AREA
SIZE
WEIGHT
lb/ft
L
200x75x20x3.2
(
I50x75X20x4.5
7.874
2.953
0
r50
5.906
2. 9s3
0.787
r50x65x 20x3.2
t50
5.906
2.559
0.787
3.2
t50x50x20x4.5
150
5.906
50
r.969
20
0
787
4.5
l50x 50x ?0x3.?
t50
5.906
50
| .969
20
0. 787
t50x50x20x2.3
r50
5.906
50
r.959
20
125x50x20x4.5
t25
4.92t
50
r.969
t25x50x ?0x4.0 t25x50x 20x3.2
r25
4.92t
5o
r
25x50x 20x2.3
r25
toox50x20x4.5 t00x50x20x4.0 r00x50x20x3.2 r00x50x 20x2.6 r00x50x 20x2,3
t00x50x20x t.6
f
50
r-
787
9.27 ?.8?4
6.2?9
3.35t
7.392
?
3.97
2. t65
9.567
r .483
7.51
288
5.047
0. t77
n.7?
I.8t7
9.20 ?.80?
6. r82
3.2
0. r26
8.607
0.201
5. 76
?.059
4.543
0.787
2.3
0. r50
6.322
0.980
4. 96
r.5il
3.333
b
?0
0.787
4.5
0. t77
t0.59
t.64t
8.32 2.534
5.59r
)
r.969
?0
0.787
4.0
0. r57
9.548
I .480
7.50 2.285
5.040
D
50
t.969
20
0.787
3.2 0. t25
7. 807
t.2t0 5. r3
1.867
4.92t
50
r.969
20
0.787
2.3
5.747
0.89
| .374
r00
3.937
50
r.959
20
0. 787
4.5
0. r77
9.469
| .458
r00
3.937
50
t.969
20
0. 787
4.0
0. r57
8.
s4t
| .325
6.7
r00
3.937
50
I .969
20
0. ?87
3.2 0. r26
7.007
r.086
5.50
r00
3.937
50
r .969
20
0.787
2.6 0. r02
5.796
0.898
{.
t00
3.937
50
I .969
20
0.787
2.3
0.09
t
5. r72
0.802
4.06
r00
3.937
50
r.969
20
0.787
t.6
0.063
3.672
0. 569
2.88 0. 877
r.935
t25 4.92
r
0. r50
r
4.5
r
7.43 2.263 !
55
1 i
4. il9 "4 \) 3.03 |
4. 993
U
2.044
4. 509
tL
r
.675
3.696
t)
r
.386
3,057
t.1
t.237
2.72E
75x45x t5x2.3
75
2.953
45
,.772
t5
0.59
t
2.3 0.09
t
4. t37
0.64
r
3.25 0. 990
2. t84
,)
75x45x l5x 1.6
75
2. 953
45
L77?
t5
0.59
r
t.6
0.063
2.952
0. 458
2.32 0. 707
I .559
t\
60x30x t0x2.3 60x30x t0x t.5
60
2.362
30
l.
r8r
0.394
2.3
0.09
r
2.872
0. 445
?.2s 0.585
r.512
50
2
30
r. r8t
0.394
r.6 0.063
?.072
0.32
r
.63 0.496
r.095
36?
t
u\ 1-,)
CENTER OF GRAVITY
MOMENT OF INERTIA
RADIUS OF GYRATION
SECTION MODULUS Zy
2.27 0.894
72t
87. 5
?.50 0. 984
2.lt
il
0. r3t
332
.75
7.976
99.2
53.8
2.t02
7
.77
72.
I
r6.8
I .025
2.383
5.92
2.33
t
?.66
r .047
55. 2
3. 979
r9.8
t.208
I .293
5.89
2.3 t9
2.37
0.933
44.3
2.703
t2.2
0. 744
0
0
r
.54
0.504
368
8.8{t
35. 7
0.858
5.60
2.205
0
r .75
0
| .54
0.604
0.689
49.0
2E0
6,727
2.990
2E.3
t0.5
0.680
5.7t
0.64t
2.248
t.8t
0.7 t3
37. 4
2.?82
8. t9
0.03
0.772 ?8.0
| .709
6.33
0.5t3
0
0
.55
r
0.6 t0
2t0
5.045
2t.9 0.526 5.77 2.272 t.86
t
0
0
r
.68
0.66
t
23E
5.7t8
33.5
0.805
4.74
| .866
0
i.
| .78
0
ee
0.66
0.70
t
2t7
38.0
t
5.2 t3
33.
2.3 t9
t
4.77
t.t7t
r0.
0. 795
0.6 t6
r.8t
0.7 t3
34.7
2.ttl
9. 38
0,572 0. 489
I
0
0
r
.68
0.65
t
rEt
4. 349
26.6
0. 639
4.8?
r.898
0
0.665
0.728
r
.69
| .85
0
r37
3.29
29. 0
|
20.6
.770 E.02
0.495
4. 88
,.92t
I .89
0.783
2t.9
r
.336
0.742 3.82
6.22
0.520
t.504
r.8t
0.7 t3
27.7
t.690
9.82
0.690 3.85
t.5t6
0. s99
r .E3
0.7?0
25.4
t.550
9. t3
0. 589
0.557
r.535
r
.87
0.736
2t.3
I .300
7.8
t
0.477
0.74E
t7.9
r.092
6.68
0. 408
0
0
r
.86
0.732
t39
t
3.339
30. 9
0
0
r.E6
0.732
t27
3.05
0
0
t.t6
0.732
t07
2.57t 21.5
0
r.E6
0
0.732 89.
0
0
r.E6 0.732 80.
0
0
r.t7
0.736
7
t
2. t55
28.7
2,,0
0.509
3.90 3.93
r.547
t.90
7
r
.939
r9.0 0.456
3. 9s
I .555
1.92
0.756
58.4
r6.
t
.403
r1.0 0.336
0.982
r
6.05
t.57t
0.370
3. 99
| .9s
0. ?6S
il.7
0.7t4
4.47
0.273
r.69
0.665
9.90
0.604
4.24
0.259
t .72
0.677
7.24 0.442 3. t3
0. t9t
, .72
0.677
37.
t.72
0.677
27.t
I
0.E9t
il.E
0.283 3.00
0.65
8.7t
0.209
3. 03
t. t8t t. t93
0.080
2.33
0.9 t7
r
.07
0.42t
5.20
0.3 t7
0.062 2.37
t.il
r.7t
0. t04
0.933
0.437
3. E8
0.237
| .32
0.08
t
r
.06
0.4 t7
r5.6 0. 375
r
.06
0.4t7
il.6
3.32
0.279 2.56
t
I
-t
51 '\.'
.l
.',
LIGHT CHANNEL
SIZE
SECTION
SIZE
WEIGHT
AREA
lb/lr
350x50x50x4.5 350x50x50x4.0
r3. 78
50
r
.969
4.5
0.177
t9. 58
3.03s
t5. 4
r3. 78
4.69
t
r.969
t0.35
50
4.0
0. t57
t7.47
2.708
r3.7
4. t73
9.206
il.8t il .8t
50
r.959
4.5
0. t77
t.7. 33
?.686
t3. 6
4. t43
r.969
9.
50
4.0
0. r57
r5. 47
2.398
t2.
3.586
8. t3l
4.5 4.0
0. t77
r5.08
?.337
il.8
3.594
7. 929
0. r57
r3. 47
2.088
r0.6
3.229
7
r2. 83
r.983
10.
I
3.076
6.
n,47
| .778
9.00
?.741
6.048
9.263
r.436
7
.?7
2.?t4
4. 885
300x50x50x4..5
300
300x50x50x4.0
300
250x50x50x4.5
250
9.843
50
250x50x50x4.0
r.969
250
9.843
50
| .969
t
t39
.123
200x50x50x4.5
200
7.874
50
200x50x50x4.0 200x50x50x3.2
r .969
4.5
200
7
.874
50
1.969
4.0
200
7
,874
50
r.969
3.2
0. r77 0. r57 0. t26
75
2.953
4.5
0. t77
t2.83
r.989
r0.
I
3.075
5. 787
r.969
4.5
0. r77
t0.58
t.640
8.3
t
2.53
5.584
r.969
3.2
0. t?6
6.063
0.940
4. 76
I .450
3.
t50x75x75x4.5 150x50x50x4.5
t00x50x50x3.2 75x40x t5x3.2
60x30x30x?.3 38x t5x t5x t.5
l9x t2x t2x t.5
52
350
3s0
r50 r50 t00 75
60
38
r9
5.905
s.906 3. 937
50
50
t
7E7
199
?.953
40
1.575
3.2
0. t26
3.823
0.593
3. 00
0.9 t4
2.0 t6
2.362
30
t. t8t
2.3
0.091
2. 586
0.40
?.03
0.6 t8
r.364
.496
t5
0.59
t
t.5
0.059
0.90
t
0. t40
0.7t
0.2 t5
0
t2
0.472
t.5
0.059
0.563
0. 087
0. 45
0. t37
0. 302
r
0. 748
t
.477
i 2TR Cx
B
t
+.---.- -x
^[
vYt ei
l.-C-
CENTER OF GRAVITY
MOMENT OF INERTIA
RADIUS OF GYRATION
SECTION MODULUS Zy tn3
4.646
r. 19
0.469
r57
9.580
5.48
0. 39s
0.596
il.8 il.9
4.585
l.
19
0. 459
t5l
Lzt
5.8t
0. 355
26.8
0.644
t0.3
4. 055
1.24
0.488
7
6.4
0.39r
24.
0.579.
r0.
4
055
I .25
0. 492
6.773 5. ?4
0.350
25.9
0.6?2
8. 78
3.457
t.3t
0.5 r6
93.
0
5.575
6.3
0.385
25.23
23.3
0.560
8.8
r
3. 468
t.3?
0.520
83.
7
5. r07
5
,66
0 .345
0
0
0. 75
0.295
2750
66.07
27
0
0
0.73
0.?87
2470
59.34
?4,8
0
0
0.8?
0.323
r
850
44. 45
0
0
0.80
0.3 r5
r
650
39.88
0
0
0.9
0.358
r 160
27 .81
0
0
0.88
0.346
r
050
r
.5
I
0.66r
3
4
.505
t
r
0
0
t.03
0.406
665
r6.00
?4.6
0.591
7
.20
2.835
I .38
0. 543
66. 6
4.064
6. r8
0.377
0
0
r
.00
0.394
600
t
4.4?
0.533
7.?3
2.846
r .39
0.547
60.0
3.661
5.55
0.339
0
0
0.97
0.382
490
il
.77
?2.2 tE.2
0.437
7
.28
2.866
I .40
0.55
49.0
2.990
4.5
0.27s
0
0
2.08
0.8 r9
438
t0.5?
7t.4
r.7t5 5.84 ?.299 2.36 0.929
58.
3.554
r3.2
0.805
0
0
t.20
0.472 3?9
7.904
22.8
0.548
5.57
2, r93
t.47
0.579
43.9
?.679 s.99
0. 366
0
0
L40
0.55r
93.6
?.249
r4.9
0.358
3.93
r
.547
I .57
0.6 r8
r8.7
t. t4t
4. r4
0. ?53
0.75
0.295
27
.3
0.656
4. 48
0. r08
2.67
r.05r
t .08
0.4?5
9.12
0. 557
6.93
0.423
85
t
4
r
0
0
0,86
0.339
t4,?
0.34r
?.?6
0.054
2.34
0.92
r
0.94
0
.370
4.72
0. ?88
r
.06
0.06s
0
0
0.40
0. r57
r .93
0.046
0. r9
0.005
| .43
0.563
0.45
0.r77
t.02
0.062
0. r7
0.0 r0
0
0
0.4
0. r57
0.30
0.007
0.08
0.002
0.73
0.287
0.37
0. t45
0.32
0.020
0.98
0 .060
r
53
HOLTOW STRUCTURAL TUBINGS
t'"'" s,zE)
Hollow structura! tubingts are welded and cold-formed from hot rolled steel strip, conforming to the standard specification for "cold formed and seamless carbon steel structural tubing in rounds and shapes", ASTM designation: A500-65 with several more strict restrictions as to certain tolerances. Cold-forming produces a clean and smooth finish suitable for painting and exposed applications. Hollow structural tubings always furnish you unlimited opportunities for your designs in:
1
A-
'-]
--x
-
WE IG HT
SIZE
t4.58
r25x t25x5.0
t25
4.9?t
t?5
4.9?t
6.0
0.236
27.63 4.281
?t.10 6.5t0
t25x t?5x4.5 t25x l?5x3.2
)?5
4.9?]
t?5
4.921
4.5
0. t77
?t.t7
16.60
t25
4.92t
l?5
4.92t
3.?
0. r26
r
t00x t00x4.5
t00
3.937
100
3
.937
4.5
0. r77
t6.67
r00x 100x3.2 r00x t00x2.3
t00
3.937
r00
3.937
3.2
0. r5?
r00
3.937
r00
3
.937
2.3
0.09
8. 852
75
2.953
75
2.953
3.?
0. r62 8.927
7.0 r0 ?. t35 4.7rI
75
2.953
75
?.953
?.3
0.09
t
6
5. r40
50x 60x?.3 60x 60x t.5
50
?.362
60
2,36
?.3
0.09
t
5.t12 0.802 4.060
L?37 ?.7?8
60
?,36?
60
2.36
r.6
0.063
3.67? 0.569
2 .880
0. 877
50x 50x2.3 50x 50x r.6
50
r.959
50
r .96
2.3
0.90
t
4.25?
3.340
I.0r7 2.?44
0.503
3.032
75x 75x3.? 75x 75X?.3
50
t50x r00x6.0 t50x r00x4.5
75x
45
60x 30x2.3 60x 30x t.6
60
8.064
l3:
10
3.990
8.803
t2.t3 r.880
9.520
2.900
6. 397
t .37?
6 .950
2.
|7
4.670
2
.584
.55?
0 .659
I .566
r .96
.906
t00
3 .937
6.0
0.236
?7.63 4.283 2l .70 6.6 r0
5.906
t00
3
.937
4.5
0. r77
2t.t7
3.28
0
.470
r
2.380 0.725
r
75
2.953
3.?
0.
t2. t3
I .880
75
2.953
2.3
0.09
r
8.852
t,31? 6.950
.93i
162
50
r.969
3.2
0. r62
8.927
3.937
s0
r.969
?.3
0.09
6
.953
45
t
.17?
2.3
0.091
?.36?
30
2.3
0.09
30
t.6
0.06t
?.362
r
r
.552
3.454
r
.935
| .599
t6.50 5.056
4.92t
2
60
ll.16
r2.00 3.655
50
3
x2.3
5.33 2.316
5.0s6
r.959
4.92
r00x 50x3.2 r00x 50x2.3
r
r.6
5
t25x 75x3.2 r25x 75x2.3
r
3.28
9.520
2.900 ?
6. 39?
.1t7 4.676
7.0t0 ?. t3t 4.7
il
5. r40
r .565
3. 454
5. t72 0.802 4.060
t .23?
2.7?8
3.97? 0.6 r6 2.980 0. 909
2.7t2 0.4?0 2.t30 0.646
*
-Y
CENTER of GRAVITY
MOMENT of INERTIA
RADIUS of GYRATION
SECTION MODULUS
Cx
Zy
Zx
[-
tnJ 0
0
0
0
0
0
0
0
64r.0 r5. 40 64r.0 r5. 40 4.8?0 r .898 4.820 r .898 r03.0 6.285 r03.0 6. 285 506.0 r2. r6 506.0 t2. r6 4.890 I .925 4.890 r.925 80.90 4.937 80.90 4.937
0
0
0
0
376 .0
9.033
376.0 9.033
4.950
0
0
0
0
?49.0
5.982
249 .01 s. 982
3.870
t .s241 3.870
1.5?4
49.90
3
.045
49.90
3
0
0
0
0
r87 .0
4.493
r
87.0 I 4. 493 3.930
r .547 I 3.930
r .547
37. 50
2
.880
37. 50
2.880
0
0
0
0
r
40.0
3.364
I
40.0 I 3. 364 3.970
r .563 I 3.970
r .563
27.90
t .70?
27
.90
t .702
r.949 4.950
| .949
60. r0 3.667
60. t0 3.667 .045
0
0
0
0
75. 50
r.8r4
75. 50
2.9 t0
2.9 t0
20. r0
1.2?7
20. r0
|
0
0
0
0
57. t0
t.372 57. t0
2 .950
2.950
I
5.20
0.928
r5. 20
0. 928
0
0
0
0
28.30 0.680 I 28.30 0.680
0
0
0
0
20.70 0.497 I 20.70 0.497
0
0
0
0
r5. 90
0
0
0
0
il
0.382
.70 0.28t
0
0
0
0
83s.0 I eo.os
0
0
0
0
558.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.?zt
2.340 0.921 ?.340 0.92 t 9.440 0. 576 9.440 0.576 ?.370 0.933 ?.370 0.933 5 .890 0.420 6,890 0.420
r5. 90 0.38?
0.760
0.760
il
0.77?
0.772 4.580 I 0.286 4.680 0.286
.70 0.28
444.0
r
r0.67 5.500 2. r65 4.0 r0
r.579
6.340 I 0.387
1ilt.0
6.340
0.387
6.773
88.80ls.ars
2.t97 4.080
I .606 I 87. 70
5.35
70. 40 I 4.296
?57.0
6. r74 il 7.0 2.8t t 4.500 9?.0 4.6 r3 87.50 2. t02 4.650
t.8il
t.220 4t. t0
2 .508
3r.
r
I.83r 3. 140
r .236
30. 60
I .867
23. 30
0
I
t2.0 2.69
38.00 0.9 t3 3. s50
I .398 I 2.060
0.8tI
22.50
r .373
0.928
0
84. 8
?.037
29.00 0.697
t.4t7 t2.
t00 0.827
r7.00
I .037
0. 708
38.90
0.935
I r5.8t
r
352.0 8.457
3
.580
.600
0.423 2.740
0
r6.80 I 0.404 5.650 I 0.
0
r
2. s0 I 0.300
5
136
4.2s010. t02
3. r00
t
0,724 10. 40 0.635 0.83
r
0.846
t.220 0.480 5.6
7
r0
.820
0
.477
r0 0.34? 3 . 760 l0 .229 r.250 0.492 4. r50 0.254 2.83010.t73
LIP CHANNELS IN BACK TO BACK ARRANGEMENT Scalonal Area
Unit Weight
Poaltion
Second
Rrdlur ol
Scctlonal
of
Moment
Gyratlon
Modulur
of
Centrc of
of
Area
Area
Gravity Cx
Cy
k
ly
II
ly
2v
Zx
axbxc
t
cme
kg/m
100x100r20
z3
10,34
8,12
0
0
101
73,8
3,94
2,47
32,2
14.8
3,2
14,01
11,00
0
0
214
97,6
3,91
2,64
42,8
19,6
2,3
11,49
9,02
0
0
214
74,1
4,88
e55
43,8
14,9
3.2
15,60
12,3
0
0
362
97,2
4,82
2,50
58,0
19,4
2,3
14,02
11,0
0
0
496
145
5,95
3,22
66.1
22,3
3,2
19,14
16,0
0
0
664
193
5,89
3,19
88,8
29,7
3,2
23,62
18,5
0
0
1442
297
7,81
3,54
125x100x20
100x130x20
20Ox160i20
cm4
GM
cm
cm3
144
39,6
LIP CHANNELS IN FRONT TO FRONT ARRANGEMENT Sectlonal
Unit
l__-
It
Area
I
Weight
Position
Second
Radius ol
Sectional
of
Moment
Gyration
Modulus
of
Centre of
a
of Area
Area
Gravity
1_ Cx
Cy
lx
!y
tx
ry
Zx
Zy
axbxc
t
cm2
10Ox100x20
?,3
10,34
8,12
0
0
161
140
3,95
3,68
32,2
28,0
3,2
14,01
11,00
0
0
214
r87
3,90
3,65
42,8
37,4
2,3
11,49
9,02
0
o
274
167
4,88
3,81
43,8
33,4
3,2
15,60
12,3
0
0
362
225
4,82
3,38
58,0
45.0
2,3
14,02
11,0
0
0
496
351
5,94
5.00
66,1
54,0
3,2
19.14
15,0
0
0
664
476
6,89
4,99
88,6
73,2
3,2
23,62
18,5
0
0
1432
834
7,79
5,94
126x10Ox20
160x130x20
200x150x20
56
ks/m
cm4
cm
cm3
cm
143
111
Elastic Design Euler Stress Values F'e for Gompression
ALL GRADES OF STEEL
v r6
21 22 23 24 25 26 27 28 29 30 31 32 33 u 35 36 37 38 39 40 41 42
43
a-
M 45 46 47 48 49 50
F'E
(ksi)
338.62 308.54 282.29 259.26 238.93 220.90 204.84 190.47 177.56 165.92 155.39 145. 83
137.13 129.18 121. 90
115.22 109.08 103.42 98. 18
93
33
BB. 83
84.65
ab zo 77.13 73.74 70.51 67.60 64.
81
62.20 59.73
I
rd
51 52 53 v 55 56 57 58 59 60 61 62 63 u 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 B0
F'E
(ksi)
57.41
55.23 53.16 51.21
49 3l 47.62
45.96
M.39 42.90 41.48 40.
13
38. 85
31.62 36.46 35.34
U.2B 33.27
32.29 31.37 30.48
29
62
28.
81
28.02
2t.21 26.55 25. 85
25.19 24.54 23.93 23.33
I
r6
81 82 83 84 85 86 87 BB 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 '109 110
I
F'C
(ksi)
22
76
22.21 21. 68
21
16
20.61
20.19 19.73 19.28 18. 85
18.44 18.03
17.U 17.27 16.90 16.55 16.20 15. 87
15.55
15 24 14.93 14.
M
14.35 14.08 13. B] 13.
yl
13 29 13.
M
12. B0
12.57 12.
U
a
F'" =
F'E
r6
(
ksil
1'11 12.12 112 1. 90 113 11. 69 114 i 1. 49 15 11.29 116 11.10 117 '10. 91 18 10.12 '119 10. 55 120 10.37 121 10.20 122 10.03 123 9. 87 1?4 9 71 125 9.56 126 94.1 121 9.26 128 f. i1 129 8.97 130 B. 84 13',1 8.70 132 8.57 133 B. M 1U 8.32 135 B. 19 136 8.07 137 7 96 138 7.U 139 7.13 140 1.62 1
1
1
Yt
16
F'e
Kt,
F'.,.
(ksi)
7
(ksi)
141 I 51 142 7 41 143 7.30 144 7.20 145 1.10 146 7.01 147 6.91 148 5. 82 149 6.73 150 6 64 151 6.55 152 6.46 153 6.38
lU
6.30
155 6.22 156 6.14 157 6.06 158 5.98 159 5.91 160 5. 83 161 5.76 162 5.69 163 5.62
1M
5.55
165 5 49 166 5.42 167 5.35 168 5.29 169 5.23 170 5.17
171 5.11 172 5.05 173 4.99 114 4.93 175 4. BB 116 4. 82 177 4.71 178 4.71 179 4.66 180 4.61 181 4 56 182 4.51 183 4.46 184 4.41 185 4 36 186 4.32 181 4 2/ 1BB
4.23
189 4.18 190 4 14 191 4 09 192 4.05 193 4.01 1e4 s gz] 195 3.93 196 3 Bel 1e7 385i 198 s. er 199 t. r' 200 .. r,
l
I
I
I
I
12nzE
23Kl rrl,
57
J.
a AISC Specification
TABTE 1.36 ALLOWABLE STRESS (KSII FOR COMPRESSION OF 36 KSI SPEC]FIED Y]ELD POINT STEEL
Kl/rnotover
Kl r
.D
{
I il
rt'
Kl r
Fa
{ksi}
1 21 .56 2 21 .52 3 21.48 4 21.44 5 21 .39 6 21 .35 7 21 .30 B 21 .25 9 21.21 10 21 .16 11 21 .10 12 21.05 13 21 .00 14 20.95 15 20.89 16 20. 83 17 20.78 18 24.72 19 20.66 20 20.60 21 20.il 22 20.48 23 20.41 24 20 35 25 20.28 26 20.22 27 20. 15 28 20.08 29 20.01 30 19.94 3',t 19. 87 32 19.80 33 19.73 u 19.65 35 19.58 36 19. 50 37 19.42 38 19 35 39 19.27 40 19. 19 - K taken as
1
120
Fa
KI
Fa
(ksil
f
(ksi)
41 19.11 42 19.03 43 18.95 M 18.86 45 18.78 46 18.70 47 18.61 48 18.53 49 18.44 50 18.35 51 18.26 52 18.17 53 18.08 il 17.99 55 17.90 56 17.81 57 17.11 58 17.62 59 17.53 60 17 .43 61 17 .33 62 17.24 63 17 .14 M 17.M 65 16.94 66 16. 84 67 16.74 68 16. il 69 16. 53 70 16.43 71 16.33 72 16.22 73 16 .12 74 16.01 75 15.90 76 15.79 77 15.69 78 15 58 79 15.47 B0 15.36
81 82 83 85
.24 15. 13 15.02 14.90 14.79
86 87
14.67 14.56
u
15
BB 14.M
89 90
14.32 14.20
91 14.09 92 13 97 93 13.84 94 13.72 95 13.60 96 13.48 91 13.35 98 13.23 99 13. 10 100 12.98
Fa
KI
Fa
(ksi)
r
(ksil
121
10 ."14
161 162 163 164 165
5.76 5.69 5.62 5.55 5.49
122 123 124 125
9.99 9.85 9.70 9.55
126 127 128 129 130
9.41
131 8.70 132 8.57 133 8.M
171 5.11 172 5.05
131 9.21 132 9 .12 133 9.03
1U
174 4.93 175 4.88
171 6 .85 172 6. 82 173 6.79 174 6.76 175 6.73
9.
11
8.97 8.84
8.32
135 8. 19 136 8.07 137 7.96 138 7.U 139 7.73 140 7.62
173 4.99
176 4.82 171 4.17 178 4 .71
179 4.66 180 4.61
6.89
176 6.70 177 6.67 178 6. M 179 6.61 180 6.58
6.M
151 7 .75 152 7.69 153 7.M
6. 35 6.33
7.59 155 7.53
191 192 'r93 194 195
3.89
156 7.48 157 7 .43 158 7 39 159 7 .34 160 7.29
196 197 198 199 200
6.27 6.26 6.24 6.23 6.22
189 4. 190 4.
18 14
114 11 .13 115 10.99
1U
6.30 155 6.22
191 4.09 192 4.05 193 4.01 194 3.97 195 3.93
116 10.85
156 6. 14 151 6.06 158 5. 98 159 5.91 160 5.83
196 197 198 199 200
118 10.57 119 10.43 120 10.28
6 93
186 187 188 189 190
151 6.55 152 6.46 153 6.38
117 r0 . 7l
6.96
146 8.05 147 7.99 148 7.93 149 7.87 150 7.81
111 11.54 .26
7 .00
'r43 I . 25 144B1B 145 8.12
1ffi 4.23
tr
.8.94
135 8.86 136 B.78 137 8. 70 138 8.62 139 f. il 140 8.47
7.04
6.56 6.53
6.82 6.73 6.
1U
7.12
165 7.08
181 182 183 184 185
186 4.32 187 4.27
11
123 10.00
161 7 .25 162 1.20 163 7 .16
166 167 168 169 170
7.01 6.91
't13
19
',10.09
Fr" (ksi)
126 9.70 127 9.59 128 9.49 129 9.40 130 9.30
146 147 148 149 150
112 11.40
121 10.
122
I r
166 5.42 167 5.35 168 5.29 169 5. 23 170 5 .17
9.26
106 12.20 107 12.07 108 11.94 109 11 .81 110 11 .67
104 12.47
F,, (ksi)
1M
105 12.33
103 12.59
I r
124 9.90 125 9. B0
181 4.56 182 4.51 183 4.46 1U 4.41 185 4.36
102 12.12
I
l/r121to20o
Kl r
141 7.51 142 7 .41 143 7.30 144 1.20 145 7 .10
101 12.85
I
Secondary '
Main Kl/r121 to2O0
Main and Secondary
3. 85 3.81
3.77 3.73
141 8.39 142 8.32
1g
6 q1 6.49 6.46 6.42 6.40 6. 38 6.36
6
. 31
6.30 6.28
.0 f or secondary .
58
r
AISC Specification
TABLE 1.50 ALLOWABLE STRESS (KSI} FOR COMPRESSION OF 50 KSI SPECIFIED YIELD POINT STEEL Main and Secondary Kl / r not over 120 KI
KI
Fa
(ksi)
(ksi)
41 25.69 42 25.55 43 25.40 2s73 44 25.26 29.66 45 25.11 Iu 2e58 46 24.96 lt 2e50 47 24 .81 It 2s42 48 24.66 lg 2s34 49 24.51 l ,o 2s 26 50 24 35 1 ,, 2s 1l 51 24 .19 1,, 2e oB 52 24.04 |,a 28 ee 53 23. BB l,o 28 eo 54 23.72 I,u 28 Bo 55 23.55 lto 28 t1 56 23.39 1,, 28 61 57 23.22 18 28 .51 58 23.06 19 28.40 59 22.89 20 28.30 60 22.72 21 28.19 61 22.55 22 28.08 62 22 37 23 27.97 63 22.20 24 27.86 64 22.02 25 27.15 65 21 .85 26 27.63 66 21.67 27 27.52 67 21 .49 28 27.40 68 21.31 29 27.28 69 21 .12 30 27 .15 70 20.94 31 27.03 11 20.75 32 26.90 72 20 56 33 26.77 73 20.38 34 26.64 74 20 .19 35 26.51 75 19.99 36 26.38 76 19. B0 37 26 25 71 19. 61 38 26.11 78 19 .41 39 25.97 79 19 .21 40 25. 83 B0 19. 01 I 1 2994
lz L Ia I5
A
Fa
2s87 2ego
Kl r
Main Fa
(ksi)
81 18.81 82 18. 61 83 18.41 84 18.20 85 17.99 86 87
Secondary *
Kl/r121to20o
.79 17.58 BB 17 .37 89 17 .15 90 16.94 17
91 16.72 92 16.50 93 16 29 94 16.06 95 15. 84
Kl r
Fa
(ksi)
121 10.20 122 10.03
l/r
Kl r
(ksi)
16',1
5.76
Fa
I r
121 to200
F""
I
F,,
(ksi)
r
(ksi)
'161
165 5.49
121 10.25 122 10. 13 123 10.02 124 9.91 125 9. B0
162 1.20 163 7 .16 164 7 12 165 7.08
126 9.70 127 9.59 128 9.49 129 9.40 130 9 30
i66
7.04
167 168 169 170
7.00 6.96 6.93
B . 84
166 5.42 167 5.35 168 5.29 169 5.23 170 5 .17
131 8.70 132 8.57
171 5.11 172 5.05
131 9.21 132 9.12 133 9.03 134 8.94 135 B. 86
171 6 .85 172 6.82 173 6.79 174 6.76 175 6.73 176 6.70 177 6.67 178 6 64 179 6 . 6] 180 6.58 181 6.56 182 6.53 183 6.51
123 I 87 124 9.71 125 9 56 126 I .41 127 9.26 128 9.11 129 8.97
'130
1.33
162 5.69 163 5.62 '164 5 . 55
.44
173 4.99
134 8.32 135 B. 19
174 4.93 175 4.BB
136 8.07 137 7.96 138 7 .84 139 7 .73 140 7 .62
176 4.82 177 4.77 178 4.71 179 4.66 61
136 B.78 137 8.70 138 8.62 139 8.54 140 B .47
141 142 143 144 145
181 4 .56 182 4.51
141 8.39 142 8.32
183 4 .46 184 4 .41 185 4.36
143 8.25 144 B. 18 145 8.12
186 4.32
146 8.05 147 7.99 148 7.93 149 7.87 150 7.81
B
7 .25
6.
89
I
.B L
I il
\-
l( taken as
1
96 15.62 97 15.39 98 15 .17 99 14.94 100 14.71 101
14
.41
102 14 .24 103 14.00 104 13.77 105 13.53
106 13.29 107 13.04
108 12.80 109 12.57
110 12.34 1',11 12 . 12
112 11.90 113 11.69
114 11.49 115 11.29 116 i1.'10 117 10.91
118 10.72 119
10 . 55
120 10.31
7 .51
1 .41 7 .30
7 .20 7 .10
146 7 .01 147 6.91 148 6 .82 149 6.73 150 6.64
180 4.
187 4.27 1BB
4.23
189 4. 1B 190 4 .14
1U
6.49
185 6.46 186 6.M 187 6 .42 1BB 6.40
189 6.38 190 6 . 36
151 6.55 152 6.46 153 6.38 lU 630 155 6.22
'193 4.01
151 7.75 152 7.69 153 7.U
194 3.97 195 3.93
155 7.53
191 6.35 192 6.33 193 6 31 194 6.30 195 6.28
156 157 158 159 160
196 3 89 197 3.85 198 3.81 199 3.77 200 3 73
156 7 .48 157 7 .43 158 7.39 159 7 .34 160 7 29
196 6 27 197 6.26 198 6 24 199 6.23 200 6 22
6 .14
6.06 5.98 5.91 5. 83
191 4.09 192 4.05
lU
7.59
.0 for secondary .
59
Plastic Design Selection Tables zs
Shapc
A
d
C
ln.r
ln.r
F7
= !o trt
LIo
lrl P,
MD
Py
la.
Xip.tU
Kipr
Kip-tt
KlPr
.SD
r,
7t
ln.
Fy
=
36
l650
w1{x730
215
,.3I
8 t8
t.69
{9gr
7748
.6350
1480
wlfx655
ls
7.67
7.9
f .62
4440
7060
"5570
1320
w1{x605
178
8.ffi
7.81
4.55
3960
6410
n5060
.8190
r260
w36x300 w14x550
3180 5830
5250 4920
.4420
162
3.83 4.49
379'
1180 1170
W36XZto
1080 1050
w36X260 w14x500
l0l0
w16x243
943 938 859
w35x230 w14x455 w33x240 w14x426
125
838 802
w33xZZ0 w14x398
ll7
768 756 737 735
w36x194 w33x200 w14x370 w30x210
919
718 673
w36xltz w14x342
88.3
38.9 8.49
15.2
7.il
3.81
3510
2970
/1880
15.0 7 .49
1.77 4.43
32$
.27fi
4500
.3930
31fl)
52q)
4380
7350
45.0
15.0
3.75
3030
.26m
4210
.3510
47.1 9.49 40.4 9.97
14.9 7.35 13.9 7.25
4.i
3.73
281) 28r0
3.64
2760
4.34
2610
42.9 10.3
13.8
3.60
2510 2410
2300 2270 22tO
.2060
22t0
22n
4t.2
l5
76.5
43.1 8.97
72.1 67.1 134
70.6
64.8
57.2 58.9 109
61.9 53.6 101
3620
62fl'
.2330
34$
.3240
4210
3340
58S)
3200 3150 3070 3060
.2860 .2950
14.5
2.55
2150
.19:X)
2990
4.21
20al
3640
28m
.26&l 5fit0
278{J
.2500
6.9,
2.53 3.47
2000 1980
625
w36x160 w14x314
47.1 92.3 50.7
55.1
14.4
2.50 4.?0 3.43 4.17
1880 1830 1780 1780
2.47 2.47 3.26 4.17
17$
2.4?
1540
12. 1
6.qt
45.6 8.89
12.5 5.63
59?
W14x320
581
w36xl50
559
44.8 52.2 84.4
57.3 52.8 37.7 12.8
14.3 13.5 11.4
55r
W33x152 w z7 xt77 W14x287
514
w33xt{t
41.6
55.1
13.f
557
57m
.3530
50.1 l1 .4
10.8 39.2
3.57 4.27 3.50
14.5 12.6
44.2
.33$
2.56
.4
46.2
53.2 4?.4
I
3930 3910 3830
14.6 13.7 7.08 12.6
47
50.0 56.0
94.
4820 2540 4500
4.31
w36x170 W30Xt90
w30xl72
t2Q,lQ
7.t7
668 661
611 594
8100
.4120
8?.4
147
I
3540
.!1120
5.8t
1680 1670 1650
.2120 3920
.1800 20?:0
.l7m
27fi
54fl'
.3100
.28(Xl
.2360
.189,
2600 2550 2480
3390
2470
4710
24m
.2210
3320
.l5q)
4620
'2540
.2240
.1610
2330
1880 3040
8m
.2610
2300
$Zm
2140
.aEo
.1500
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. a
Values ol
Mrand
Py for these shapes computed on the basis of
F, = 46
1rri.
510
502 501
467
W36 x
13S
W14x254 W27x160
W33 x
130
445
W24x160 W14x246 W27x145 W14x237
437
W30 x
465 464 453
427 417
415 408 408 391
378
132
W14x22B W24x145
W33 x
W30 x
116
59.4 tJ. /
47.1
41.2
530
.1430
4.14
1510
2790
2090
11.3
3BBO
3.24
1
700
2090
-2360
'1380
1950
-
1940
.2360
930
3620
14.0
.
6.74
239
1
500
38.3
57.1
13.2
2.38
1400
47.1 -7) 2
37.7
10.4
335
1400
427
44.8
69.7
14.8
38.9
49.3
67.1
15.3
14.4
403
42.7
118
W30x124 W14x219 W14x211
39.8 77.6
6.68 11.3
6.65 12.2
6.62 10.3
4.12
1
390
3.22
1
360
4.11
13/.0
2.25
1310
4.10 3.32
1
1
700
2600 ''1540 2510
1850
1400
1820
1280
2420
1
780
3360
1250
1M0
1740
-2140
-
34.8
59.3
13.0
2.32
1250
.'1250
36.5
51.6
12.1
2.23
1220
.
64.4
15.8
4.08
1220
4.07
1
62.1
't6.1
34.2
532
659 656 12.0
2.19
1
1920
1
3490 -
-
i950
1310
1
700
2320
1
700
170
2240
1630
3110
130
.1230
1580
.17"10
550
2970 2090
1830
3220
373
W14x202
59.4
W24 x
16.8
370
130
38.3
W21x142 W14x193
42.9
41.8
32.6
903
3.15
1070
1
56.7
500
17 .4
1490
6.51
4.05
1070
2040
1480
28/0
31.8
54.4
2.15
1040
-1
1440
-1590
-
357
355 346
W30 x
1O8
6.y 10.2
11.9
4.06
1120
2140
3.28
1110
.1380
W27x114 W24x120
33.6
47.9
11.0
2.18
35.4
43.7
J.ra,
2.78
1030 't010
W14x1B4
10.2
54.1
18.3
W14x176 W21x127
6.49
321
4.U
51.7
18.6
6.45
899
343 338
318 313 311
309 305 303 299
W3O
x
99
W12x190 W24x110 W27x102 W14x167
524x120
286
W14x15B
280
W24x100
278
278 t/t+
W27
x
34
W21x112 S 24 x '105.9
140
-1210
1430
.1680
1270
1410
'1770
1010
1950
1410
2710
4.02
963
1860
13/;0
2590
3.13
9M
350
1330
'1870
2.10
939
3.25
933
2010
1300
2800
2.77
927
1170
1290
.1630
37.4
36.1
29.1
56.8
55.9
13.6
32.5
47.4
10.1
300
52.3
11.0
2.15
915
.1080
19.4
1270
-1500
49.1
6.42
4.01
353
1770
926
1260
30.1
f.il
909
24ffi
897
46.5
1270
20.5
1250
6.40
1770
4.00
B5B
i670
1
190
u0
2330
1
160
.1390
'1560
11 .7
5.82
1
.
i050
29.5
51.3
10.1
2.75
27.7
M9
10.9
2.'t2
834
33.0
39.8
892
310
834
1
31 .1
38.4
953
158
822
1120
44.1
1
21.4
140
6.37
3.99
810
1
590
15.3
1
130
5.70
2210
3.20
777
1710
21.7
r0B0
6.32
2370
3.97
765
1500
270 ?tro
x '150 W12 x 161
47.4
255
W14x142
41.8
W 14
1
:ffff:ffi:"#:Hff;;:il,Hilulas
(2'7-la)
q
t2'7-lbt,section 2.7, Alsc speciri@tion,
.
r060
.
997 190
as appricabre, wrren sur{ected to cornb.ned axiar rorce
61
zx
A Shape
ln.2
253 248
2M
ln.2
W24
x
94
W18x114
W27
x
A4
.27.7 33.5
d tw
fx
Fr =
rY
ln.
ln.
Kip.ft.
47 .1
986
'1.98
759
31 .1
7.79
2.86
744
24.8
57.6
36 ksi
Mo
10.7
Fv = 50 ksi
P,
Mp
Kips
997
1050
-1390
1210
1030
1
2000
' '
2.06
732
243
W14x136
40.0
22.3
6.31
3.77
729
1440
1010
240
S24x100
29.4
32.1
901
1.27
720
1
060
1000
227
W21
96
28.3
368
8.61
2.02
681
1020
946
227
W18x105 W14x127
30.9
33.'r
7.75
2.84
681
11'10
946
37.3
24.0
629
3.76
678
1
24.7
51 3
9.79
195
672
BB9
933
26.5
38.5
9.22
1.30
666
9g
925
35.0
25.4
6.26
3.75
633
1260
226
x
222
W24 x 84 S 24x 90
211
W14x119
210
W'12
224
x
201
WlBx S 24 x W24x
196
W14 x
206 205
194 192 186 186 179
178 176 172
169
1M
140 138
*
62
'1 330
17 .7
5.59
3.16
630
1410
7.70
2.82
618
1020
79.9
23.5
47.9
9.47
1.34
615
846
Bil
'1 'lB0
76
22.4
54.3
9.69
1.92
603
806
B38
'1120
32.7
26.6
6.23
3.73
58B
1
111
875
1
960
180
S 20x
95
27.9
25.0
7.60
1.33
582
1000
808
1400
82
24.2
41.8
853
1.99
576
871
800
'1210 1410
x W16x
96
28.2
305
6.93
2.82
558
1
020
715
W12x120 S 20x 85
35.3
18.5
5.51
3.i3
558
1270
775
1770
25.0
30.6
7.79
1.36
537
900
746
1250
W1B
85
25.0
34.8
7.57
2.05
534
900
742
1250
68
200
57.0
9.53
1.87
528
720
73
21.5
46.7
8.M
1.81
516
774
717
'1080
B0
259
32.1
6.87
2.79
507
932
x W24x W21 x W16x x
'106
W16x 78 WlBx 70 W14x U W21 x 62 Wl2 x 92 S 20 x 65.4
145
.1240
35.5
W10x112
1M
550
340
28.2
146 145
1420 1
39.1
148
152
1470 -
96
152
153
893
133
WlBx 77 W21 x 68 S20x 75 W24x 61 W12x 99
160
680
W21
W 12
161
PY
Kip.ft
Kips
31.2
20.8
5.46
3.1
1
492
1120
683
r
soo
22.7
38.2
7.U
2.04
483
817
o/l
1
140
20.0
49.1
8.60
1.80
480
720
667
1000
22.1
31.2
7.60
1
.16
459
796
638
1110
18.0
56.6
925
1.38
456
648
633
900
29.1
21.9
5.43
309
456
1
050
633
1460
32.9
15.
1
4.67
2.67
444
1
180
617
1
650
23.0
30.9
6.75
2.01
438
B2B
608
1
150
20.6
41.1
7.50
2.02
435
742
604
1030
600
915
575
960
24.7
31.4
6.13
3.02
435
BB9
18.3
52.5
8.il
1.77
432
659
27.1
23.2
5.40
3.08
420
976
19.2
40.0
7.U
1.'t9
414
691
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 force and bending moment at ultimate loading.
zx
A
Shape ln.2
ln.2
d tw
rx
Fy = 36 ksi
rY
MD
ln.
ln.
Fv = 50 ksi PY
Kip.ft.
Kips
132
x 55 W14x 78 W1B x U W16 x 71
130
W10x100
29.4
16.2
4.61
2.65
W12x
390
r060
129
25.0
25.3
5.38
3.07
%7
900
W24
1U 1U 132
85
x 55 W14x 74 S 18x 70 W18 x 60 W12x 79 W16 x U W14x 68 W10x 89 W18 x 55 W21 x 49 W16x 58 S 18x U.7 W'14 x 61 W18x 50 W10x 77 W21 x 44 W16x 50 W10 x 72 W18 x 45 W14x 53 W12 x 58 W10x 66 W16x 45 W18 x 40 W14x 48 S 15x 50 W10x 60 W16x 40 Wi2 x 50 W 8x 67 W14x 43 S 15 x 42.9 W10 x U W21
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
16.2
59.5
9.10
1.y
22.9
32.9
6.09
3.00
q2
18.9
44.3
7.46
2.@
396
20.9
33.3
6.71
199
402
tVo
Kip.ft.
Pv
Kips
583
824 i
680
550
945
396
752
550
1050
v2
1470
16.2
55.5
8.40
1.73
378
583
21.8
31.5
6.05
2.8
378
785
525
rogo
20.6
25.3
6.71
1.08
375
742
521
1030
17.7
43.9
7.47
1.68
369
637
513
885
23.2
26.3
5.34
3.05
357
835
1B.B
36.1
6.66
1.97
3il
677
492
940
20.0
33.6
6.02
2.6
345
720
479
1000
26.2
17.7
4.55
2.63
u2
943
475
1310
16.2
46.5
7.42
1.67
336
583
467
810
14.4
66.6
8.21
1.31
324
518
450
720
17.1
39.0
6.62
1.96
318
616
M2
855
438
805
16.1
39.0
7.07
1.14
315
580
17.9
36.8
5.98
2.45
306
M4
14.7
50.3
7.38
1.65
303
529
421
735
22.7
19.9
4.49
2.60
293
817
408
1140
13.0
59.4
8.07
1.27
286
468
14.7
6.68
1.59
275
529
383
735
21.2
42.8 20.6
4.46
2.59
272
763
378
1060
363
780
13.2
53.3
7.n
1.62
269
475
15.6
37.7
5.90
1.92
261
562
17.1
u.0
5.28
2.51
2ffi
616
19.4
22.7
4.M
2.W
248
698
345
970
13.3
46.6
6.64
1.57
246
479
342
665
11.8
56.6
7.21
1.27
235
425
327
590
14.1
40.7
5.86
1.91
235
508
327
705
321
735
14.7
27.3
5.75
1.03
231
529
17 .7
24.7
4.41
2.57
225
631
11.8
52.1
6.62
1.56
218
425
303
590
14.7
32.9
5.18
1.96
218
529
302
735
19.7
15.7
3.71
2.12
211
709
293
985
12.6
M.4
5.82
1.89
209
454
12.6
36.5
5.95
1.07
208
454
289
630
15.9
27.5
4.39
2.56
201
572
'CheckshapeforcompliancewithFormulas(2.7-1a) orl2.7-lbl,Section2.T,AlSCspecification,asapplicable,whensubjectedtocombinedaxial force and bending moment at ultimate loading.
I
zx
A Shape
ln.2
668 64.8 64.0 61.6 61.2 59.7 57.5 54.9
M.6
il.0 53.1
51.6
490 46.9
M.B 44.1
M.0 42.4 40.0 39.8 38.0 36.6 35.4
u.7 u.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 *
ln.2
x 35 W12x 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 26 S 12 x 31.8 W14x 26 W Bx 40 W12 x 27 M Bx 37.7 S 10x 35 W10x 29 W Bx 35 W14 x 22 M 10 x 291 W10x 25 W12 x 22 S 10 x 25.4 W Bx 28 M 10 x 22.9 M 14 x 17.2 W12x19 W10x 21 M 6 x 33.75 W Bx 24 W'10 x 19 W18
i,,-
I
rx
Fv = 36 ksi
rY
Pv
Mp
ln.
Kip.ft
KiPs
Kip.ft.
tw ln.
Fy = 50 tsi
Mp
10.3
59.4
7.05
1.23
200
371
13.2
35.9
5.15
1.94
194
415
10.6
53.0
6.50
1.52
192
382
Pv Kips
270
660 560
11.2
45.1
5.BB
1.U
185
403
257
14.7
17.5
4.55
1.03
184
529
255
735
17 .1
11.2
3.65
2.10
179
616
249
855
11.8
40.6
5. 13
1.94
173
425
13.2
28.9
4.33
2.00
165
475
229
660
10.0
48.B
583
1.52
164
360
57.6
6.40
1
.17
162
329
225
457
26.0
4.71
1.06
159
432
221
600
913 12.0 10.6
40.1
5. 15
1.55
155
382
215
530
14.1
21.0
3.61
2.08
147
508
204
705
11.5
31.3
4.27
1.98
141
414
10.3
28.0
4.72
0.98
134
371
187
515
'13
45.6
5 12
1.U
132
329
184
457
7.67
62.6
6.25
1.12
132
276
9.35
34.3
4.83
1.00
126
337
7.67
54.5
5.64.
1.08
120
276
22.6
3.53
2.04
'119
425
I
11.8
7.95 11 .1
10.3
8.54 10.3
50.5
5.07
1.52
114
286
21.5
3.46
1.91
110
400
I
175 167
468
-
384
16.8
3.78
0.901
106
371
148
515
35.4,
4.30
1.38
104
307
145
+1t
25.8
104
371
368
3.50
2.03
6.49
59.7
5.53
1.04
993
234
856
23.1
3.92
1
.14
92.7
308
7.36
40.0
4.26
1.37
BBB
?-65
123
6.41
47.3
4.91
0.u]
87.9
2sits
122
324
7.46
32.2
4.07
0.954
85.2
269
118
373
103
280
100
497
8.23
28.3
3.45
1.62
81.3
296
6.73
40.8
4.16
1.22
79.2
aAa LAZ
5.05
66.7
540
0.725
74.4
182
5.59
51.3
4.82
0.820
74.1
201
6.20
41.3
4.15
1.32
72.3
ZlJ
9.93
12.8
?66
1.47
72.3
357
7.06
32.4
3.42
1.61
69.3
254
5.61
41.0
414
0.874
64.8
202
90.0
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 and bending moment at ultimate
loading.
64
d
force
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
x 16.5 M 8x 22.s S Bx 23 W 8x 20 W 6x Zs W'10 x 1t M 8x 1B.b S Bx 18.4 W1O x 15 W Bx 17 M 6x 22.s W 6x 20 S 7x 20 M 6x 20 M 12 x 11.8 W Bx 15 S 7x iS.3 W 6x i6 W 8x i3 W 5x 18.S M 5x 18.9 S 6 x 17.2b W 5x 16 M 10 x 9 S 6x 12.5 W 6x 12 M 4x 16.3 S 5 x 14.75 M 4x 13.8 W 4x 13 M 4x 13 S 5x 10 M 8x 6.s S 4x 9.b M 7x E.s S 4x 7.7 M 6x 4.4 S 3x 7.s S 3x 5.7 W 12
4.87
52.2
4.65
0.770
6.60
21.3
61.8
3.22
1.06
59.1
2U
*
175
6.77
18.1
3.10
5.89
0.798
32.8
57.9
3.43
2M
1.25
*.0
7.35
19.9
57.3
2.69
212
4.99
1.53
79.6
42.2
567
4.05
265
78.B
5.44
0.u4
34.8
55.8
3.38
180
1.12
77.5
5.41
29.5
52.2
3.26
196
0.831
49.5
195
43.5
3.95
0.809
34.8
48.0
3.36
1.22
47.7
4.41 5.01
.
68.B
159 180
6.62
16.1
2.49
1.37
5.88
24.0
46.8
2.66
2U
1.51
45.0
212
5.BB
15.6
2.69
5.89
0.7u
24.0
43.5
2.57
212
1.40
43.5
212
_ 60.4
3.47
67.8
4.55
4.43 4.50
0.532
33.1
42.9
3.29
0.876
27.8
2.ffi
40.8
159
0.766
56.7
24.0
36.3
222
4.72
2.59
162
0.()67
225
3.83
34.8
48.3
236
5.43
0.u2
170
3.21
19.3
u.8 u.2
50.4
2.16
138
1.28
5.55
15.8
33.9
2.08
195
1.19
47.1
33.0
200
45.8
-
125
'
272
5.07
12.9
2.28
0.675
4.70
20.8
31.8
2.13
183
1.26
44.2
28.B
2U
169
40.0
235
0.480
27.6
35.3
1U
2.65
63.7
3.83
95.4
3.67
25.9
2.45
0.705
3.54
26.1
25!
2.48
132
0.918
24.7
127
4.80
13.5
1.71
4.U
0.962
23.6
10.1
1.87
173
0.620
22.3
156
4.06
12.8
1.63
0.939
3.82
14.9
18.9
1.72
0.99'l
1B.B
0.939
3.81
2.94
15.7
23.4
0.643
i,
240
30.9
217 203
146
26.3
138
26.1
191
18.2
137
25.3
19'l
17.0
106
23.6
147
16.8
140
.
1.92 2.79
16.3
69.1 100
1.62 2.26
278
58.3
16.8
8't.4
14.6
46.4 79.6
81.0 113
64.5 111
83.5
:tr"ff:lff;"j;:I1ffi;xI:1ffi:"l2.7-1a|orl2.7-1bl,Section2.7,AlscSpecification,aslppticau",*n*ffi
65
ENGINEERING CONVERSION FACTORS Multiply
by
acres
hectares
x
4.C4r687
ares
to obtain
.444687 10 3
1076.39
.
board feet
144 sq.
in
x
1 in.
.0833
x
centimeters
3.28083
cubic centimeters
3.53145 x 1O5 6.102 x 10-z 2.8317 x 10-a 2.8317 x 10-2 6.22W5
10-2
.3937
cubic feet tt
t,
102
.025 16.38716 35.3145 1.30794 .764559 .0174533 .5556
....
cubic meters... cubic yards
.. .. .. . .. degrees, Fahrenheit (less 32 F " Centigrade foot pounds feet degrees,angular
degrees, Centigrade degrees, Fahrenheit (less 32 F.) kilogram meters centimeters
.13826 30.4801
meters
.304801
x
1.64468
10 a
.160538 , 1.20091
4 54596 gallons,
U.S.
liters
3.78il3 grams, metric
2.2M62
hectares
2.47lC/.
liters
x
.
inohpq
10
3
3.86101 x 1C:; .98632 1.01387 2.5/,001
horse-power, U.S. horse-power, metric centimeters
x
x
2.54001
105
10 2
25.4001
2.2U62
kilogram meters kilograms per meter kilograms per square centimeter kilograms p:r sqt1,are meter kilograms p:r
sqr1,are
millimeter
x x
9.84206 1.10231 7.233
10-a 10-3
.671972 14.2234
.20/817 9.14362 x 10s 1422.U .634973
kilograms per cubic meter kilometers
pounds, avoirdupois acres square feet square miles
1.076387
horse-power, metric horse-power, U.S.
millimeters miles, nautrcal cubic feet gallons, U.S. gallons, British lmperial cubic feet cubic inches
.832702 . 1 3368 231.
.
6.24283 .62137 .53959
x
10
2
meters
miliimeters pounds long tons short tons foot pounds pounds per foot pounds per square inch pounds per square foot long tons per square foot pounds per square inch long tons per square inch pounds per cubic foot miles, statute miles, nauttcal
AueRrceru lrusrrrurr op Srsel CorusrRucrror.r
66
centimeters feet
yards meters radians
1.8
.
tons, British Shipping tons U.S. Shipping cubic cubic cubic cubic
304.801
gallons, British lmperial . . .
cubic feet cubic inches cubic centimeters cubic meters gallons, B ritish lmperial liters
x
2.38095
.:
cubic feet feet inches
28.3170
cubicinches
square kilometers square feet cubic inches
ENGINEERING CONVERSION FACTORS Multiply I
by
liters
to obtain
.219975 .26417
I
x
3.53145
10
2
3.28083 39.37
i nches yards
1.09361
1.60935 .8684 6080.204 1.85325 1 .1516
f5 miles, nautical
i
kilometers miles, nautical feet kilometers miles, statute
3.28083 x 103 3.937 x 102
millimeters pounds, avoirdupois
453.592 .453592
4.464
x
4.53592 pounds per foot pounds per square foot pounds per square inch pounds per cubic foot
10-a
x x
102 104
16.0184 57.29578
radians
squarecentimeters . . . .
241.104
ACTES
x 9.29034 x
.
10 a
106
0929034 6.45163
square miles
.3861
roY,rr" meters
10.7639 1.19599 259.0 2.590
square miles square millimeters square yards
1.550
x
square feet square yards hectares square kilometers square inches square meters
10 s
8361 3
1016.05 2240. 1.01605 1.120
-
tons, long, per square foot tons, long, per square inch
tons, metrrc
tons, short
tons, British Shipping .
1.09366
x
10-a
1.57494 2204.62 .98r'21 1.10231
907 185
.
892857 907185 42.00 .952381
,11. U;,S Shippins yards
.
grams, metric kilograms tons, long tons, metric kilograms per meter kilograms per square meter kilograms per square centimeter kilograms per square milimeter kilograms per cubic meter degrees, angular
645. 1 63
550
9.2W34
square inches
eet inches f
square inches ares hectares square meters square centimeters square millimeters
.1
.
f::t
'qY,u'u
10q
x
1.48816 4.88241
7.031 7.031
gallons, British lmperial gallons, U. S. cubic feet feet
40.00 1.050 .914402
AvrenrcaN lrusrrrure
or Sreel
kilograms pounds tons, metric tons, short kilograms per square meter kilograms per square millimeter pounds tons, long tons, short kilograms tons, long tons, metric cubic feet tons, U.S. Shipping cubic feet tons, British Shipping meters
CorusrRucrroru
67
GIRCUI.AR HOLTOW SECTIONS DIMENSIONS, WEIGHTS AND SECTIONAL PROPERTIES OF CARBON STEEL TUBES FOR GENERAL STRUCTURAL PURPOSES Outside diameter (mm)
Wall thickness
W'eight
Moment of inertia
area.
Section modulus
Radius of gyrataon
(kg/m)
21.7
2.O
o.972
t.238
0.607
0.560
0.700
21.2
2.O
1.24
2.3
1.41
r.583 L799
r.26
0.930
1.41
1.03
0.890 0.880
(cm2)
(cma)
(cm3)
(cm)
34.0
2.3
1.80
2.291
2.89
1.70
2.3 2.8
2.29
1.12
42.7
2.76
2.919 3.510
5.97
2.80 3.29
1.43
48.6
2.3 2.8
2.63 3.16 3.s8
3.345 4.O29
10.6 1.8
1.64 1.62
1
3.70 4.36 4.86
17.8
5.760 7.1 00
s.90
23.7 28.5
2.06 2.03
9.41
43.7 49.2
3.2
60.s
76.3
89.1
101.6
114.3
r39.8
2.3
2.8
3.2 4.0
5.08 5,77 7.13
6.465 7.349 9.085
2.8 3.2 4.0 3.2 4.0 5.0
5.96 6.78 8.39 7.76 9.63
7.591
3.2
8.77 9.83
3.6 4.5
165.2
5.6
12.2 15.0
3.6 4.0 4.5 6.0 5.0
6.0 7.O
4.5 190.7
5.0
6.0 7.O
216.3
267.4
3r8.5
r 1.9
7.O2
8.99
4.s64 4.205
3.30 4.52 5.57
3.2 4.0
4.5
68
Sectional
(mm)
r
59.5 70.7 79.8 97.0 120
8.636 0.69 9.892
12.26 15.17
146 177
11 .17 12.52 15.52
172 192
234
19.r2
283
12.1
15.40
3.4 15.0
17.O7
19.13
r9.8
25.22
357 394 438 566
17.8 19.8
22.72 25.16
23.6 27.3
30.01
34.79
109x 10
20.7 22.9 27.3 31.7
26.32 29.17 34.82 40.40
114x10 126xlO 149x10
23.s
29.94
r
7y 808 952
I
7lx
10
4.5 6.0
3r.1
39.6,4
7.O
36.1
168x10 219x10 252x1O 284x10
7.U
15.9 r 7.9
3.05 3.04
21.8 23.6 28.8 34.9
3.48 3.45 3.42
30.2 33.6 41.0 49.6
3.93 3.92 3.89 3.8s
51.1
80.9
4.82 4.80 4.79 4.74
88.9 97.8 115 132
5.68 5.67 5.63 5.60
120 132
6.s9 6.57 6.53 6.50
56.3 62.7
156 179 155
203 233
8.0
41.1
38.7 45.0 51.2 57.4
49.27 57.27 65.19 73.06
421x1O 486x10 549x10 611x10
6.0
46.2
7.O
53.8 61.3 68.7
58.90 68.50 78.04
719x I 0 831x10 941x10
87.5r
452 522 59r
105x102
659
8.0 9.0
2.OO
2.60 2.59 2.s6
6.0 8.0 9.0
1.61
11.5 12.9 15.6
46.03 52.35
7.O
1.41
263
3.0r
7.49 7.44 7.40 7.37
315 363
9.24
411
9.18 9.14
457
9.21
11.1 r 1.0 1 1.0 10.9
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