102722991-ตารางเหล-ก.pdf
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~ % ~ ~ I ~ ~Japanese I B I ~ Industrial ~ I u Standard (JIS). Brltlsh Standard (BS), American Petroleum Institute (API), American
~ U J C L ~~ iRa r f i u w ' u " ~ ~ 7 " 1 % i i l ~ ~ ~ a ~ society for Testlng and Mate". (ASTM) L L R : ~ R ~ L H ~ ~ H ~ ~ ~ UC~L~UUL?UJ
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CONTENTS I
......
2
STEEL SECTION
Plate (Metric Size) ....................................... 4 Plate (Inch Size) .......................................... 5 +. Checkered Plates ........................................6 ;i Steel Sheets ................................................7 r~alvanizedSheetsJIS Rails ........................ 8 Expanded Metals ........................................9 Flat Bars ...................................................... 10 Square Bars ................................................ 11 0Round Bars ................................................. 12 A Equal Angle ................................................. 13 d] Unequal Angle ............................................. 14 Unequal Angle and Unequal Thickness ...... 15 % Channel ....................................................... 16 03 H-Beam ....................................................... 17 M Steel H-Piles (Metric Series) ....................... 19 I-Beam ......................................................... 20 Mining I-Beams ........................................... 21 C Light Lip Channel ........................................ 22 [ Light Channel .............................................. 23 L 1Light Angle & Light " Z ................................ 24 Light Lip "Z" & Light Hat .............................. 25 H ' ~ i ~Lip h t"H" ................................................ 26 H Light "H" ...................................................... 27 X Wide Flange Material and Applicable Standards .....................................................28 Wide Flange (Inch Series) ............................ 32 Wide Flange (Metric Series) .........................42 Heavy Column Sections ............................... 45 Light Beams and Joists ................................ 46 k! H Bearing Piles (Inch Series) ....................... 48 Structural Tees (Inch Series) .......................50 Structural Tees (Metric Series) .................... 55 Standard Section Rails .....:........................... 58
.*
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1
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.&%I. . . .
.
.
Standard Rails Specification .......................60 ,& Special Rails ............................................... 61 D Fish Plates .................................................. 62 El Tie Plates .................................................... 63 2 IIS Rails ...................................................... 64
.
PIPE
0
Japanese Standard Carbon Steel Tube for General Structural Purpose ...................................... 65 Carbon Steel Square Pipe for General Structural Purpose ...................................... 67 Welded Steel Tubing Square and Rectangular ................................................. 70 Square Tube (Inch Size) ............................. 71 Rectangular Tube (Inch Size) ..................... 73 Carbon Steel Pipe for Ordinary Piping ........76 Carbon Steel Pipe for Pressure Service ..... 77 Arc Welded Carbon Steel Pipes .................. 78 Carbon Steel Pipe for High Temperature Service ........................................................79 Steel Pipe for Low Temperature Service .... 79 Alloy Steel Pipes ......................................... 79 Stainless Steel Pipes .................................. 81
American Standard I
0 kxtracts of API Line Pipe specification ....... 82 API 5L Standard Weight 'Threaded Line Pipe ....................:........................................ 84 API 5L Plain-End Line Pipe .........................85 API 5LX High-Test Line Pipe ...................... 90 Pipe ASTM A-120 Schedule 40 .................. 93 Pipe ASTM A53-61 T Standard ................... 94 Pipe ASTM A53-61 T Extra Strong ............. 95 Pipe ASTM A53-61 T Double Extra Strong
CONTENTS ......
-
.
British Standard
. . .
-. . . :
x
~a:
British Standard Pipe BS-1387:1967 0 Light ............................................................ 96 British Standard Pipe BS-1387:1967 Medium ....................................................... 96 British Standard Pipe BS-1387:1967 Heavy .......................................................... 97 Seamless Pipe BS-1387:1957 Medium ...... 98 Seamless Pipe BS-1387:1957 Heavy .........98 Properties of Pipes ......................................99
FLANGES a~anufacturin Methods ~ ...............................103 Welding Neck Flange Feature ..................... 106 150 Ibs Welding Neck Flanges ....................108 300 Ibs ......................................................... 109 400 Ibs .........................................................110 600 Ibs .........................................................111 900 Ibs .........................................................112 1500 Ibs & 2500 Ibs ..................................... 113 Slip On Flange Feature ...............................114 150 Ibs Slip On Flanges ..............................115 300 Ibs ......................................................... 116 400 Ibs .........................................................117 600 Ibs ......................................................... 118 900 Ibs ......................................................... 119 1500 Ibs & 2500 Ibs .....................................120 Lap Joint Flange Feature ............................121 150 Ibs Lap Joint Flanges ...........................122 300 Ibs ......................................................... 123 400 Ibs ...............................;.........................124 600 Ibs & 900 Ibs ........................................ 125 1500 Ibs & 2500 Ibs .....................................126 socket Welding Flange Feature ..................127 150 Ibs Socket Welding Flanges & 300 Ibs ....................................................................128
I
a
600 Ibs & 1500 Ibs .......................................129 Thread Flanges (Screwed Flanges) Feature ................................................................... 130 150 Ibs Threaded Flanges .......................... 131 300 Ibs .........................................................132 400 Ibs ......................................................... 133 600 Ibs & 900 Ibs .........................................134 1500 Ibs & 2500 Ibs .....................................135 0 Blind Fiange Feature ...................................136 150 lb5 Blind Flanges .................................137 300 Ibs ........................................................ 138 400 Ibs ........................................................ 139 600 Ibs & 900 Ibs ........................................140 1500 Ibs & 2500 Ibs ....................................141 Plate Flange covered by API Spec ............. 142 Plate Flanges for Waterworks .....................143 Plate Flanges for JIS 5 Kg/cm2 .................144 Plate Flanges for JIS 10 Kg/cm2.................145 Plate Flanges for llS 20 Kg/cm2.................146 Boss Flanges for llS 10 Kg/cm2and 5 Kglcm2 ................................................:....147 Boss Flange for JIS 20 Kglcm2 ...................148
. .
USEFUL TABLE b Hexagon Head Bolts .................................... 149 4 Table of Gauges ..........................................150 Comparative List of Meshes ........................ 151 h! Hardness Conversion Table ....................... 152 lnmmConversion Table of Inch and Millimeter .................................................................... 153 JLS Application and Material Specification with Equivalent Standard ............................154 JIS Comparison of JIS Specification with Other's .........................................................156 .
....
. .
.
-
.
-
PLww Metric Size
Kilograms of Standard Sizes (JIS - 0.7293 Kglmm, f f ) f , 7 q-,o
I Thickness
UNIT
WIDTH x LENGTH, @
r4x8-8/
4x10
&!.
32
2 334
45
3 282
5
3 646
b/M~.
AREA. It2
4x16
4x20
[
5x10
1
5x20
5x30
5x40
6x30
6x40
PLATE Inch Size
Kilograms of Standard Sizes (,\IS - 0.7293 Kglmm, ft2) Unit Weight
Thickness
In
mm.
WIDTH x LENGTH, f12
I
AREA, f12
CHECKERED PLATES Standard Sizes of Floor Plates
Metric Size Diamension Width x Length
I
Thickness
I
3ft x 6ft
I
4ftx 8fl
5ft x 1Ofl
I
5ft x 2011
Weight of One Plate mm.
I
in
kg
Ib
kg
Inch Size Diamension Width x Length 3fl x 6fl
hickness
1
mm.
I
4ftx 8ft
5fl x loft
Weiaht of One Plate kg
5fl x 20fl
STEEL SHEETS Metric Size
I
GALVANIZED SHEETS
Zinc coating g/m2 (ozm2)
Standard thickness (Base sheet) mm'
GAL SHEET
Widlh mm
Length mm 1829
2134
2438
2743
3048
3658
1829
2134
3.26
3.66
4.07
4.89
2.93
3.42
3.99
4.48
4.98
5.98
3.59
4.18
5.35
6.42
3.85
4.49
5.13
5.77
5.90
7.07
4.24
4.95
5.65
6.36
4.21
5.06
3.03
3.54
4.04
4.55
5.12
6.15
3.69
4.30
4.91
5.53
6.59
3.95
4.61
5.27
7.24
4.35
5.07
8.34
5.00
5.83
5.66 6.97
2.44
2.85
2.99
3.49 3.74
4.28
4.81
4.13
4.72
5.30
3.79 4.61
5.49
0.20 183
0.25
(0.60)
0.27
3.21
0.30
3.54
0.20
2.53
2.95
3.37
0.25
3.08
3.59
4.10
244
0.27
3.30
3.84
4.39
4.94
(0.80)
0.30
3.62
4.23
4.83
5.43
6.04
0.35
4.17
4.86
5.56
6.25
6.95
0.40
4.72
5.50
6.29
7.07
7.86
9.43
0.50
5.81
6.78
7.75
8.71
9.68
305
0.60
6.99
(1.00)
0.80
9.18
1.10
. 381 (1.25)
11.4
116
2743
3048
3658
2000
2438
3048
3.91
4.39
4.88
5.86
3.51
5.21
6.51
7.82
4.78
5.38
5.98
7.17
4.29
6.37
7.97
9.56
6.42
7.70
4.61
6.84
8.56
10.3
7.07
8.48
5.08
7.54
9.43
11.3
5.05
6.06
3.63
5.39
6.74
6.15
7.37
4.41
6.56
8.20
5.93
6.59
7.90
4.73
7.03
8.78
10.5
5.79
6.52
7.24
8.69
5.20
7.72
9.66
11.8
6.67
7.50
8.34
10.0
5.98
8.89
6.60
7.54
8.48
9.43
11.3
6.77
8.13
9.29
13.9
8.34
2438
10.5
11.6
3658
8.09 8.84
11.1
13.3
10.1
12.6
15.1
12.4
15.5
18.6
11.5
11.6
14.0
11.2
12.6
14.0
16.8
10.0
14.9
18.6
22.4
10.7
12.2
13.8
15.3
18.4
11.0
12.8
14.7
16.5
18.3
22.0
13.2
19.6
24.5
29.4
13.3
15.2
17.0
18.9
22.7
13.6
15.9
18.2
20.4
22.7
27.3
16.3
24.2
30.3
36.4
8.15
9.32
8.39
9.78
9.29
11.2
0.27
3.49
4.07
4.65
5.23
5.81
6.97
4.18
4.88
5.57
6.27
6.97
8.36
5.00
7.43
0.30
3.81
4.45
5.08
5.72
6.36
7.63
4.57
5.34
6.10
6.86
7.62
9.15
5.47
8.13
10.2
12.2
0.35
4.36
5.09
5.81
6.54
7.27
8.72
5.23
6.10
6.97
7.84
8.72
lb.5
6.26
9.30
11.6
14.0
0.40
4.91
5.73
6.54
7.36
9.81
15.7
0.50
6.00
7.00
8.00
9.00
0.60
7.10
8.28
9.46
10.6
8.18
5.89
6.87
7.84
10.0
12.0
7.20
8.40
9.59
11.8
14.2
8.51
9.93
11.3
11.8
7.04
10.5
13.1
10.8
12.0
14.4
8.61
12.8
16.0
19.2
12.8
14.2
17.0
10.2
15.1
18.9
22.7
8.83
9.81
10.8
12.4
13.9
15.5
18.6
11.1
' 13.0
14 8
16.7
18.6
22.3
13.3
19.8
24.8
29.7
1.O
11.5
13.4
15.3
17.2
19.1
22.9
13.8
16.1
18.3
20.6
22.9
27.5
165
24.5
30.6
36.7
1.2
13.7
15.9
18.2
20.5
22.8
27.3
16.4
19.1
21.8
24.6
27.3
32.8
19.6
29.1
36.4
43.7
I.4
15.8
18.5
21.1
23.8
26.4
31.7
19.0
22.2
25.3
28.5
31.7
38.0
22.7
33.8
42.3
50.7
1.6
18.0
21.0
24.0
27.0
30.1
36.1
21.6
25.2
28.8
32.4
36.1
43.3
25.9
38.5
48.1
57.7
0.80
9.29
.., -:
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I '
f
A-A
EXPANDED METALS JIS G3351 Dimensions and Weight -
Standard Finish Dimensions S mm
L mm
Area m2
Symbol
Product number
Dimensions of mesh mm SW
Dimensions of strand mm
LW
T
Rate Of expansion
Unit Weight kdm2
Length ol bond mm
W
1829
914
1.672
11
34
135.4
4.5
7.0
2.43
14.5
30 min
2438
914
2.228
12
34
135.4
6.0
7.0
2.43
19 4
30 min
13
34
135.4
6.0
9.0
1.89
24.9
30 min
14
34
135.4
8.0
9.0
1.89
33.2
30 min 10 min
1829
1219
2.230
2438
1219
2.972
2438
1524
3.716
21
36
101.6
4.5
7.0
2.57
13.7
3048
1524
4.645
22
36
101.6
6.0
7.0
2.57
18.3
10 min
914
1829
1.672
23
36
101.6
6.0
9.0
2.00
23.6
10 min
31.4
10 min
1219
1829
2.230
2438
1829
4.459
914
2438
2.228
1219
2438
2.972
1829
2438
4.459
1524
3046
4.645
XG
XS
24
36
101.6
8.0
9.0
2.00
31
12
30.5
1.2
1.5
4.00
2.36
32
12
30.5
1.6
2.0
3.00
4.19
33
12
30.5
2.3
3.0
2.00
9.03
41
22
50.8
1.6
2.0
5.50
2.28
42
22
50.8
2.3
2.5
4.40
4.10
43
22
50.8
3.2
3.5
3.14
8.00
51
25
61.0
1.6
2.5
5.00
2 51
52
25
61 .O
2.3
3.0
4.17
4.33
53
25
61 .O
3.2
4.0
3.12
8.05
61
34
76.2
2.3
3.0
5.67
3.19
62
34
76.2
3.2
4.0
4.25
63
34
76.2
4.5
5.0
3.40
71
50
152.4
2.3
3.5
7.14
2.53
72
50
152.4
3.2
4.0
6.25
4.02
73
50
152.4
4.5
5.0
5.00
7.06
81
75
203.2
3.2
4.0
9.38
2.68
82
75
203.2
4.5
5.0
7.50
4.71
83
75
203.2
6.0
6.0
6.25
7.54
.
I
11.5
5.91 10.4
2.18
91
115
304.8
3.2
5.0
92
115
304.8
4.5
6.0
9.58
3.69
93
115
304.8
6.0
7.0
8.21
5.74
FLAT BARS Metric Size
Standard Sedional Dimension
Sectional Area cm2
Standard Sectional D~mension Weight kg/m
Standard Sectional Dimension
Seclional
Unit
SQUARE BARS
Size in 3/ 16 13/64 7132 15/64 114
17/64 9132 19164 51 16 21/64 11/32 23164 3/ 8 25' 64 13/ 32 27164 71 16 29164 15/32 31164 112 33164 17132 35164 91 16
--
37164 19/32 39164 518 41/64 21/32 43164 11/16 45164 23132 47164 314 49164 25132 51/64
,
13116 53164 271 32 55164 718 57164 29132 59164 15116 61164 31132 63/ 64 1 1- 1/32 1- 1/16
REFERENCE:UNITEill STATES STELEL EXPORT COMPANY
ROUND BARS - ;-
Metric Size 7%
D~ameler
Inch Size
Un~tWe~ghl
I
D~ameier
Un~lWelghl
.--. "&
--
Geometrical moment of inertia I= aP Radius of gyration of area i = Modulus of section Z = 11 e (a : sectional area)
EQUAL ANGLE JIS G 3192
Geometrical moment of inertia I= a? Radius of gyration of area i = Jl[a Modulus of section Z = 11 e (a : sectional area)
UNEQUAL ANGLE JIs G 3192 Standard sectional dimension mm
Reference Sec-
* xB
tional
t
Area
r,
r,
Unit Weighl kg/m
Geometrical moment of inertia cm4
Of
Gravity cm
cm3
Radius ol Gyration ol Area cm
tan
Modulus of Section cm3
a F'
8.5
Posilion of
I.
Cx
Cx
Ix
ly
Max lu
Max lv
ix
iy
Max iu
Min iv
ZY
'-
11.0
90x75
9
6
14.04
1 W x 75
7
10
5
11.87
100x75
10
10
7
16.50
125x75
7
10
5
1362
125 x 75
10
10
7
19.00
125 x 75
13
10
7
24.31
125x90
10
10
7
20.50
18.1
125 x 90
2.75
2.00
109
68.1
143
34.1
2.78
2.20
3.19
1.56
0.676
17.4
12.4
3.06
1.83
118
56.9
144
30.8
3.15
2.19
3.49
1.61
0.548
17.0
10.0
13.0
3.17
1.94
159
76.1
194
41.3
3.11
2.15
3.43
1.58
0.543
23.3
13.7
10.7
4.10
1.64
219
60.4
243
364
4.01
2.11
4.23
1.64
0.362
26.1
10.3
14.9
4 22
1.75
299
80.8
330
49.0
396
2.06
4.17
1.61
0.357
36.1
14.1
19.1
4.35
1.87
376
101
415
61.9
3.93
2.04
4.13
1.60
0.352
46.1
17.9
3.95
2.22
318
138
380
76.2
3.94
259
4.30
1.93
0.505
37.2
20.3
4.07
2.34
401
173
477
96.3
3.91
2.57
4.26
1.91
0.501
47.5
25.9
4.95
1.99
485
133
537
80.4
4.81
2.52
5.06
1.96
0361
48.2
19.0
619
167
685
102
4.76
2.47
5.00
1.93
0.357
62.3
24.3
9.32
13
10
7
26.26
20.6
150x90
9
12
6
20.94
16.4
150 x 90
12
12
8.5
27.36
21.5
5.07
2 10
150x100
9
12
6
21.84
17.1
4.76
2.30
502
181
579
104
479
2.88
5.15
2.18
0.439
49.1
23.5
150x100
12
12
8.5
28.56
22.4
4.88
2.41
612
223
738
132
4.74
2.83
5.09
2.15
0.435
63.4
30.1
150 xi00
15
12
8.5
35.25
27.7
: 5.00
2.53
782
276
897
161
4.71
2.80
5.04
2.14
0.431
78.2
37.0
,
i
*,
Geometrical moment of inertia I= a? Radius of gyration of area i = m a Modulus of section Z = IJ e (a : sectional area)
UNEQUAL ANGLE AND UNEQUAL THICKNESS ~ Reference
rnrn Standard sectional d~rnens~on
AxB
Un11 Sec 11onal Welghl kglm Area
t,
tZ
r,
" 4 F i GPj
1 ~ ~ 3 -1 9 2
r2
POS1l'O"f
Radlus ol Gyrat~on 01 Area cm
Geometr~calmoment ol lnedla cm4
Of
Gravlry crn
tan
cm2
Modulus of Secl~oncrn3
0
Cx
Cv
Ix
Iv
Max lu Max lv
IX
IV
zx
Max IU Mln IV
9
14
14
7
2966
233
636
215
1210
200
1290
125
639
260
658
205
0263
250x90
10
15
17
85
3747
23.4
861
192
2440
223
2520
147
808
244
820
198
0182
149
250x90
12
16
17
85
4295
337
899
189
2790
238
2870
160
807
235
818
193
0173
174
335
300 x 90
11
16
19
95
46 22
36.3
11 0
1 76
4370
245
4440
168
9 72
2 30
9 80
1 90
0 136
229
338
300 x 90
13
17
19
95
5267
44.3
11 3
1 75
4940
259
5020
181
963
222
1 85
0 128
265
358
11
5774
453
130
187
7440
362
7550
251
113
250
114
208
0124
338
445
12
6859
538
154
177
11500
388
11600
277
129
238
130
201
00996
467
471
350x100
12
17
22
400x100
13
18
24
9 76
88.7
ZY
200x90
292 315
Geometrical moment of inertia I= a f Radius of gyration or area i = f i Modulus of section Z = I e (a : sectional area) -
CHANNEL JISG 3192
x-
+.
L
*".' "e-
Geometrical moment o f i n e r t i a I = a t Radius o f g y r a t i o n o r a r e a i = Modulus o f s e c t i o n Z = 11 e (a : s e c t i o n a l a r e a )
H-BEAM JIS G 3192 L Standard sectional dimension mm
Nominal Dimension (Height x
Reference
r
Sectional Area crn2
Unit Weight kglm
Geometrical moment of inertia cm4
Radius of Gyration of Area cm
Modulus of Section cm3
H-BEAM continued Standard seclional dimension mm
Nominal Dimension flage)
I
Reference Radius of Gyration ol Area cm
ol ~nertiacm4 IX
Ix
ix
I
i~
Modulus ol S e d i n cm3
zx
I
ZY
STEEL H PILES JIS A 5526 (Metric Series)
.,
* YB;t
.
t,
0 '
B
-
*..
I-BEAMJIS G 3192
Geometrical moment of inertia I= a? Radius of gyration or area i = Modulus of sect~onZ = 11 e (a : sectional area)
MINING I-BEAM Flange Width
Depth Size
Corner Radius
Thickness
Area
A
B
t
t
t
r
mm (in)
mm (in)
mm (in)
mm (in)
mm (in)
mm (in)
105
7
mm (in)
cmZ (inz)
84
9
(4.134)
(3.307)
(354)
(.748)
(.276)
(.591)
(.157)
(4.478)
115
94
11
22
7
16
4
36.51
MI 105
19
4
15
kglm
kg/m
I M
22.7
6.92
15.25
2889
MI 115
28.7 (4 528)
(3 740)
4.5m 20H
(.433)
Standard Length.
3.5m 15H
5.5m 25H
Maxlmum Lenght:
2 5 . 0 ~ 1or 80H.
MINING I-BEAMS IN THREE GRAOES
(.866)
6 Om 30H
-
7.0m 35H
(.630)
8.0m 40H
(.157)
9.0m
(5.659)
10.0m 11.0m 12.0m
Mlnlng I-Beams are suppl~edIn three grades to suit me varlous requtrements of mtnes and are cut to lenght
Ultimate Tensile Strenght
Grade
(.276)
Yielding Po~nt
Minimum Elongation
50 kg/mm2 minimum
30 kg/m2 minimum
20%
Grade 2
57 kg/mm2minimum
34 kg/mm2 mlnimum
16%
Grade 3
67 kg/mm2minimum
40 kg/mm2 mtnimum
12%
Grade 1
Moment of lnertta
Weight
8 75
Radius of Gyration
Modulus of Section
Jx
Jy
ix
iy
Zx
Zy
cm4 (in4)
cm4 (n4)
cm (in)
cm (in)
cm3 (in3)
cm3 (in3)
488.4
97 8
4.13
1.83
93.1
23.3
(1 1.73j
(2.350)
(1,624)
(.737)
(5.681)
(1.422)
733.0
153.2
4.48
2.65
127.5
32.3
(17.61)
(3.680)
(1.764)
(.806)
(7.780)
(1.971)
19.29
LIGHT LIP CHANNEL JIS G3350
LIGHT CHANNEL JIS G 3350 Dimensions mm Un g :;lht S m :e; HxAxC
Centre of Gravity cm
cmZ CX
cy
I
Secondary Moment of Area cm4 IX
I
IY
Radius of Gyration of Area cm Ix
I
iy
Modulus of Section cm3 ZX
I
a
Centre of Shear cm sx
I
SY
LIGHT ANGLE JIS G 3350
-
-
LIGHT "Z" JIS G 3350
xc
LIGHT LIP "2" JIS G 3350
LIGHT HAT JIS G 3350
Dirnensh rnrn
Geometrical moment of inertia I= a? Radius of gyration or area i = Modulus of section Z = 11 e (a : sectional area)
LIGHT LIP "H" JIS G 3353
Geometrical moment of inertia I= a f Radius of gyration or area i = Modulus of section Z = II e (a : sectional area)
Jw
LIGHT "H" JISG 3353
Nippon Steel wide flange shapes are available to speclfications as agreed on through negotiation. They regularly come in sizes up to 1,010mm max. web and 450mm map. flange and in material qualities
f ~ tfor general structures and welded structures, plus such special Nippon Steel grades as COR-TEN (atrnospheric corrosion-resistant h~gh-strengthsteel) and WELTEN (high-strength steel for welded structures).
JIS . . . . . . . . . . . . . . . . . . . .G 3101, G 3106, G 3114, etc. ASTM . . . . . . . . . . . . . . . . A36, A441. A588, etc. BS . . . . . . . . . . . . . . . . . . . .BS 4360GR 43A. 508, etc. DIN. . . . . . . . . . . . . . . . . . . .17100, etc. CSA . . . . . . . . . . . . . . . . . . G 40.21, etc.
Weldable high-strength steels and atmospheric corrosion-resistant high-strength steels are supplied under the tradenames of WEL-TEN and COR-TEN. Other domestic and foreign specifications can be met on request. Excerpts from JIS(Japanese Industrial Standards) are given below and on the following pages.
Chemical Composition Chemical composition, % Classification
Notat~on C
Class 2
SS41
Class 3
SS50
Class 4
SS55
Mechanical Properties
-
$$
M
n
max.
P
Applications
S
0.050 max.
0.05' max.
Steel plate, steel strlp, flat steel and shape steel
0.040 max.
0.040 ma'.
Steel plate, steel strlp, flat steel, steel bar and shape steel o f not more that 4 0 m m ~n thickness, d ~ a m e t e r ,size or w ~ d t hacross flats
--'Rolled Steel for Welded Structures (JIS O 3106) Chemical Composition Classification
-
eiv..'-
'-
.
.
Si
A
SM41A
B
SM41B
A
SM5OA
0.2Omax. 0.22max. 0.2Omax. 0.22max.
B
SM50B
Class 1
Class 2
B
SM50YA SM50YB SM53B
Mechanical Properties
'?
'
i"r
+ ,*nG 9
1
7%
Chemical composition, % C
Class 4
.$.
ye<
0.23max. for thicknesses 50mm & under; 0.25max. for thicknesses over 5 0 m m to 1OOmm
.A B
5;;'~
.v
-
Notation
Class 3
.,*A
for for for for
thicknesses 50mm & under; thicknesses over 5 0 m m to 1 0 0 m m thicknesses 5 0 m m & under; thicknesses over 50mm to lOOmm
-
Mn
P
S
0.040 2 . 5 ~ 0.040 C min. max. min.
0.35 0.040 0.040 0.60max. max. 1.20 max. 0.55 0.040 0.040 1.50 max. max. max. max.
0.1Bmax. for thicknesses 50mm & under; 0.2Omax. for thicknesses over 5 0 m m t o 1 0 0 m m
0.55 max.
0.040 0.040 1.50 max. max. max.
0.2Omax. for thicknesses 50mm & under
0.55 max. 0.55 max.
0.040 1.50 0.040 max. max. max. 0.040 1.50 0.040 max, max. max.
0.20max. for thicknesses 5 0 m m & under
-
I
I
1
I
Over 4 0
I No.4 121 rnin.1
Chemical Composition
Mechanical Properties
3-
Tension test Elongation
Yield point or yield strength, kg/mmz Tensile strength. kg/mm2
Classification Thickness of steel, mm
b0:6
1 6 & under
I
Class 1
1 I
Class 3
1
2 4 min.
I 4 7 min.
1
Over 4 0 2 2 min.
I 4 6 min.
1
1
41-52
I
I 4 4 min.
I
16 & under Over 16 Over 4 0
I 58-73
16 & under Over 1 6 Over 2 0
Bend angle
Inside radius
I
No.1 No.1 No.4
1
No.5 No.5 No.4
I
1 6 min. 1 9 rnin. 21 min.
No. 1 No. 1 No.4
I
19 min. 2 2 min. 24 min.
1
19min. 2 6 min. 2 0 min.
I
Impact test
Bend test Classification
I
16 & under Over 16 Over 4 0
50-62
3 4 min.
36 min.
3 7 min.
Class 2
I
2 5 min.
1
I
I
Test piece
Notation
"temp' C
Charpy absorbed energy, k g - m
Class 1
180'
1.0 times thickness
No.1
A B C
0
2.8 min. 4.8 min.
Class 2
180"
1.5 times thickness
No. 1
A B C
0
2.8 min. 4.8
Class 3
180'
1.5 times thickness
No. 1
-
-5
4 . 8 min.
Test piece
No.4 in direction of roiling
A
Division
Tolerances
Side ( 6 )
t3.0mm
Nominal height less than 4 0 0 m m 4 0 0 m m to less than 600mm
Height.(H)
(")
Thickness
('I)
k3.0mm i4.Omm
600mm & over
15.0mm
Less than 1 6 m m 1 6 m m t o less than 25mm 2 5 m m t o less than 4 0 m m 4 0 m m & over
k 1.5mm
Less than 16mm 16mm t o less than 25mm 25mm t o less than 4 0 m m 4 0 m m & over
? 1 .Omm
. ,* .
Zl
I
~1.5mm
Over 7 m Nominal height 300mm & under
(T) Nominal height in excess of 3 0 0 m m
>-
t4Omm 0 Add 5mm t o plus s ~ d etolerance above for every increment of 1 m or fragment in length 1 . 2 % rnax side B, or 2.0mm at minimum B, Or Omm at
:;","i
N o m ~ n aheight l 3 0 0 m m & under
0.2% max. u Length
N o m ~ n a height l in excess of 3 0 0 m m
0.1% max. *Length
Nominal height 3 0 0 m m & under
f 3.0mm
Nominal height In excess of 3OCmm
k4.5mrn
S-61-62 2
1.6% max. x(Side B or Height H), or 3 . 0 m m at minimum
Dimensional tolerance +
not specified - 5.0mm not exceeding 1 3 m m
Thickness
Measured In parallel t o flange
~ ~ o ~ ~ ~ c i f i e d
+not specified -6% knot specified -0 Out-of-square is measured by T' t T' of section at the end, and the tolerance shall beunder6.5mm when'the web height is 3 0 0 m m or under, and under, 8 . 0 m m when the web height is over 300mm. Ends out-of-square measured by e. and the tolerance shall be 1 . 6 m m or under per lOOmm of web height or flange width. exceeding 13mm
Length
Out-of-square
Remarks Measured over center of web
3.2mm
4
- Flange width
2'-3 7'-
Web off center (S) Ends out-of-square (e)
. P
Ends out-of-square
-.
Apply t o majorvertical and lateral bend
Camber and sweep
Web height
.
u
k2.0mm i2.5mm
7 m & under
Item
.
$JFF
t2.0mm +2.5mm i3.0mm
Length
Out-of-square
Applications
gg
h
b , Z b 2
llnoh
saia)
Section Index
Weight Ibs/ft
ka/m
Depth of Section (A) in I mm
Flan e W~dh (B) in mm
Web Thickness
Flange Thickness
(1,)
in
1
mm
in
(5) I mm
Note: S u e indicat.d b y Mu4 letters am not inclwbd in rsgular rolling sche&/es.
Corner Radius in
mm
Sectibhal Area inz
1
cm2
Moment of Inertia Jx
Radius of Gyration ix
JY
Modulus of Section
zx
iY
Section l ndex
ZY
in4
cm'
in'
cm'
in
cm
~n
cm
in1
cm3
in1
cm3
20,2902
844.600
1.2252
46.730
15 17
3853
:1.105 1
18.1126
147 1
2.4109
783.400
1.1275
1512
3840
940
1359
2,2274
1.020 6
9 27
15.588 5
45.560
623,900
45,250
1488
3780
3 62 359
9 19 9 12
892 5
14.9884
944 7 8709
835 5
14.628 1 13.6938
123 3 1144
2.020 9
669.900
38 10 37 97
3 65
16,092.2
15 00 14.95
1,0312 951 1
16,9014
717.400
46.320 45.880
373 370
947
18.8193 17,233 8
12,1034
503,800 469,600
3554 3277
14.790
1456
3698
10,8764 10.1815
3006 2754
3688 3675
6636 6212
435,800
1452 1447
2 49 247
632
13.640 12.510 11.460 10.420
1438 14 29
3652
579 1 5410
9.491 4 8.8670
2 38
502 9
8.621
1431
36 30 35 58
615 604
2 28
5 79
4386
352 348
894 884
342
871
6696
2 39 2 35
607
4864
11,2815 10,4700 9,7388
405.400 375.200
245 242
627 622
105 7
1,8750 1.7324
58 7 543
962 1 8900
36 X 16-1/2
500
819 5
8 242 5
459 41 8
7523 685 1
7.1886
347
568 7
R11 1
13 2939
1102
1.808 2
7406
12.1384 105747
990 87R
1,622 6
7.972 1 7 323 0
44 3 39 8
726 1
446 8
652 3
33 WF
4048
6.634 7
35 0
573 7
33
2971
4868
324.500
2504 207 1
13,585 1
565,500
874 3
36,400
1388
35 26
12.312 1 11,0482
512.500
7824
32.570
13 79
459.900
6917
28.790
1371
3503 3482
8.147 6
339.200
13 50
34 29
309.800
256 1 229 7
10.660
7.442 2
9 562
13 39
34 01
6.6990
278,900
201 4
8.384
245.100
1703
7.089
33 60 3307
2 29
5.8869
13 23 1302
5 97 5 82
222
564
3583
58725
9.8724
410.100
707 9
29.470
1264
32 10
338
8 58
8.8259 7,891 5
367.400
6246
26.000
12 57
31 93
334
648
649 9 586 1
10.651 9 9.6062
93 7 83 1
1535 7 1.3620
328.500
550 1
22.900
12 48
31 70
3 30
8 38
528 2
8.657 2
734
1.2030
9,012 1 7,796 1
36' WF
1.4390
36' WF 36.12
33 WF 33 . 15-3/4
. 11-1/2
30 WF 3 0 . 15
5,753.1
239,500
185.0
7,701
12.17
30.91
2.18
5.54
379.7
6,223.3
35.1
575.3
5.347.1
222,600
189.7
7,064
12.11
3076
2.16
549
354.6
5.81191
32.31
529.4:
4,919.1
204,800
153.2
6,377
12.00
30.48
2.12
5.38
327.9
5,374.3
29.2
478.6
4,461.0
185.700
135.1
5,824
11.85
30.10
2.06
5.23
299.2
4,903.9
25.8
422.9
3.988.8
166.000
118.9
4,866
11.70
29.72
2.00
5.08
289.1
4.410.5
22.4
367.1
6,728.8
280.100
5189
21.600
316
803
4928
8.0770
737
1.2079
250.500
458 0
19.060
1138 11 31
2885
8,018.6 5.414.3
28 73
3 12
7 92
444.5
7.285.4
65 3
1.070 3
225.400
406.9
16.940
11 26
28.60
309
7 85
402 9
6.603 5
58.3
955.5
4,080.5
189,900
149.6
8.228
11.03
28.02
2.11
488.8
129.5
5.391
10.96
27.83
2.08
268.3
4.903.9 4.364.7
29.7
150,000
5.36 5.28
299.2
3,804.1
25.9
424.5
27' WF
3,288.7
136,000
115.1
4,791
10.87
27.81
2.04
5.18
242.8
3,979.5
23.0
377.0
27x10
2.824.8
117,800
95.7
3f984
10.69
27.15
1.97
5.00
211.7
3,489.8
18.2
314.7
30'w 30x1(11/2
27' WF 27*14
-
(kch M e s ) Continued Swion Index
Depth of Section (A)]
Weight
Flange Wldlh (6)
Web Thickness (1,)
Web Thickness (1),
Corner Redius
Sectional Area
lbsm
kglm
in
mm
in
mm
~n
mm
in
mm
in
mm
in2
mm2
24" WF
160
238.1
2472
628
14091
358
0.656
16.66
1.135
28.83
0.70
17.8
47.04
303.5
24X 14
145
215.8
24.49
622
14 043
357
0.608
15 44
1.020
25.91
0.70
17.8
42.62
275.0
130
193.5
24.25
616
14.000
356
0.565
1435
0.900
22.86
0.70
17.8
38.21
246.5
24' WF
120
178.6
24.31
617
12.088
307
0.556
14.12
0.930
23.62
070
17.8
35.29
227.7
24x12
110
163.7
24.16
614
12.042
306
0.510
12.95
0.855
21.72
0.70
17.8
32.36
208.8
100
148.8
24.00
610
12.000
305
0.468
11.89
0.775
19.69
0.70
17.8
29.43
189.9
94
139.9
24 29
617
9.061
230
0.516
13.11
0.872
22.15
0.54
13.8
27.63
178.3
24'w
84
125.0
24.09
612
9.015
229
0.470
11.94
0.772
19.61
0.54
13.8
24.71
159.4
24 X 9
76
113.1
23.91
607
8.985
228
0.440
11.18
0.682
17.32
0.54
13.8
22.37
144.3
68
101.2
23.71
602
8.961
228
0.416
10.57
0.582
14.78
0.54
13.8
20.00
129.0
21" WF
142
211.3
21.46
545
13.132
334
0.659
16.74
1.095
27.81
0.65
16.5
41.76
269.4
21 X 13
127
189.0
21.24
539
13.061
332
0.588
14.94
0.985
25.02
0.65
16.5
37.34
240.9
112
166.7
21.00
533
13.000
330
0.527
13.39
0.865
21.97
0.65
16.5
32.93
212.5
21" WF
96
142.9
21.14
537
9.038
230
0.575
14.61
0.935
23.75
0.65
16.5
28.21
182.0
21 X 9
82
122.0
20.86
530
8.962
228
0.499
12.67
0.795
20.19
0.65
16.5
24.10
155.5
211
0.455
11.56
0 740
18.80
0.54
13.7
21.46
138.5
219
0 430
10.92
0.685
17.40
0.54
13.7
20.02
129.2
2i
U 400
10.16
0.615
15.62
0.54
13.7
18.23
117.6
73
108.6
21.24
539
8.295
21'WF
68
101.2
21.13
537
8.270
21 X 8-114
62
92.27
20.99
533
8.240
55
81.85
20.80
528
8.215
2G5
2.375
9.52
0 522
13.26
0.54
13.7
16.18
104.4
18.48
469
11.833
301
0.595
15.11
0.991
25.17
060
15.2
33.51
216.2
14.07
0.911
23.14
0.60
15.2
30.86
199.1
13.00
0.831
21.11
0.60
15.2
28.22
182.1
. ..
,
i
18'WF 18x11-34
114
169.7
105
156.3
18.32
465
11.792
300
0.554
96
142.9
18.16
461
11.750
298
0.532
85
126.5
18.32
465
8.838
224
0.526
13.36
0.91 1
23.14
0.60
15.2
24.97
161.1
18' WF
77
114.6
18.16
461
8.787
223
0.475
12.07
0.831
21.00
0.60
15.2
22.63
146.0
18 X 8-34
70
104.2
18.00
457
8.750
222
0.438
11.13
0.751
19.08
0.60
15 2
20.56
132.6
64
95.24
17.87
454
8.715
221
0.403
10.24
0.686
17.42
0.60
15.2
18.80
121.3
60
89.25
18.25
464
7.558
192
0.416
10.57
0.695
17.65
0.43
10.9
17.64
113.8
18' WF
55
81.89
18.12
460
7.532
191
0.390
9.91
0630
16.00
0.43
10.9
16.19
104.5
18 X 7-112
50
74.41
18.00
457
7.500
191
0.358
9.09
0.570
14.48
0.43
10.9
14.71
94.9
45
66.97
17.86
454
7.477
190
0.335
8.51
0.499
12.67
0.43
10.9
13.24
85.4
Note: Sizes indicated by blue letters are not included in regular rolling schedules.
Moment of Inertia Jx in4
in4
5.110.3
212,700
429.6
4,561.0
189,900
434.3
166.900
375.2
4,009.5
ix
JY cm4
Modulus ol Seclion
Radius of Gyration
m4
Zx
iY
Index
crn3
in3
cm3
413.5
6,777.3
69.9
1.145.7
24" WF
372.5
6.105.3
61.8
1.012.9
24X 14
330.7
5.420.2
53.6
878.5
681
299.1
4,W2
42.0
in
cm
in
crn
20.510
10.42
26.47
3.23
8.20
18,080
1034
26.26
3.19
8.10
15.620
10.24
26.01
3.13
7.95
in3
-
(
section
ZY
1 1
-
688.4
24" WF
622.8
24X 12
3,635.3
151,300
254.0
25.78
2.68
3,315.0
138.000
229.1
9,537
10.12
25.70
2.66
6.76
274.4
4.497.4
38.0
2.987.3
124,400
203.5
8.471
10.08
25.60
2.63
6.68
248.9
4,079.5
33.9
2.683.0
111.700
102.2
4,254
9.85
25.02
1.92
4.88
220.9
3,620.6
22.6
370.4
24' WF
2,364.3
98,420
88.3
3.676
9.78
24.84
1.89
4.80
196.3
3,217.4
19.6
321.2
24 X 9
2.096.4
87,270
76.5
3.184
9.68
24.59
1.85
4.70
175.4
2,874.8
17.0
278.6
1.814.5
75.530
63.8
2,656
9.53
24.21
1.79
4.55
153.1
2,590.3
14.2
232.7
10,570Il0.15
555.6
3.403.1
141,700
385.9
16,060
9.03
22.94
3.04
7.72
317.2
5,198.9
58.8
963.7
21'WF
3,017.2
125.600
338.6
14.100
8.99
22.83
3.01
7.64
284.1
4.656.4
51.8
849.0
21 X 13
2,620.6
109,100
289.7
12,060
8.92
22.66
2.96
7.52
249.6
4,090.9
44.6
731.0
2.088.9
86.960
109.3
4.550
8.60
21.84
1.97
5.00
197.6
3,238.7
24.2
396.6
21"WF
1.752.4
72.950
89.6
3,730
8.53
2167
I93
4.90
1680
2,753.5
20.0
327.8
21 X 9
,
-
-
1.600.3
66,620
66.2
2,756
8.64
21.94
1.76
4.47
150.7
2.470.0
16.0
1.478.3
61.540
60.4
2.514
8.59
2182
1.74
4.42
139.9
2,293.0
14.6
1,326.8
55,230
53.1
2,210
8.53
21.67
1.71
4.34
126.4
2.071.7
12.9
1.140.7
47.490
44.0
1.832
8.40
21.34
1.65
4.19
109.7
1,798.0
10.7
255.6
10.640
7.79
19.79
2.76
7.10
220.1
3.607.4
43.2
202.2 184.4
3.314.0 4 3,0223
39.2
2,033.8
1
84,660
1
262.2 239.3 211.4
1 z::: 175.4
~
21" WF 21 X 8-114
18" WF 18 X 11-314
77.120
231.0
9.616
7.75
19.68
2.73
6.93
69,710
206.8
8,609
7.70
19.56
2.71
6.88
1,429.9
59,520
99.4
4.138
7.57
19.23
2.00
5.08
156.1
2,558.5
22.5
368.8
18' WF
1,286.8
53,570
88.6
3,688
7.54
19.15
1.98
5.03
141.7
2,322.5
20.2
331.1
18 X 6-34
1.153.9
48.030
78.5
3.268
7.49
19.02
1.95
4.95
128.2
2.101.2
17.9
293.4
1,045.8
43,530
70.3
2.926
7.46
18.95
1.93
4.90
117.0
1.917.6
16.1
263.9
1.63
4.14
107.8
1,766.8
12.5
204.9
1.852.5 1,6147
35.2
576.9
I 984.0
40.960
47.1
1.961
7.47
18.97
18" WF 18 X 7-112
-
Inch Series) Contlnwd Section Index
Weight
! Depth ot Seclion (A)]
Flange With (B)
Note: 'Column Core Section
36
Web Thickness
Web Thickness
0,)
('2)
Corner Redius
Sectional Area
I I
936.9
39.000
77.9
3.243
6.70
17.01
1.93
4.90
115.9
1.899.8
18.2
298.3
18' WF
833.8
34,710
88.4
2,847
8.66
18.92
1.91
4.85
104.2
1.707.8
18.1
263.9
18 x & i n
748.4
131,700
60.5
2.518
6.82
18.81
1.88
4.78
90.1
1.542.3
14.3
234.4
855.4
27,280
34.8
1.449
6.88
18.97
1.54
3.91
80.7
1,322.7
9.8
1M.8
583.3
24.280
30.5
1,270
6.64
16.86
1.52
3.88
72.4
1,186.8
8.7
142.8
l8'WF
515.5
21.4M
28.5
1.103
8.82
16.81
1.50
3.81
84.4
1,055.5
7.8
124.8
18 x 7
48.3
18.580
22.1
920
8.49
18.48
1.45
3.88
58.3
922.8
8.3
103.2
6,610.3
275.200
2.359.5
98.200
7.28
18.44
4.34
11.02
707.4
11.594.3
282.7
4,833.4
8,013.7
250.300
2.169.7
90,320
7.17
18.21
4.31
10.95
858.9
10.788.8
281.8
4.287.8
5,454.2
227,000
1,988.0
82.870
7.08
17.98
4.27
10.84
808.1
9.9868
241.1
3,951.8
4.911.5
234,400
1,806.9
75.220
8.99
17.75
4.24
10.77
559.4
9.188.8
220.8
3.818.9
4,141.7
172,400
1.635.1
88,070
8.83
16.84
4.17
10.59
493.8
8,077.0
195.7
3,207.5
4.399.4
183.100
1,831.4
67,910
8.90
17.53
4.20
10.87
511.9
8,380.0
201.0
3.294.4
3.912.1
182.800
1,468.5
61.050
6.81
17.30
4.17
10.59
465.5
7,629.5
181.8
2.979.7
3,526.0
148,800
1,331.2
55.420
6.74
17.12
4.14
10.52
427.4
7.005.1
188.1
2.772.4
3,228.9
134,400
1,226.6
51.060
6.88
16.97
4.12
10.46
397.4
6,513.4
153.9
2.522.4
3,080.9
128.200
1,174.8
48.900
6.65
16.89
4.11
10.44
382.2
8,284.2
147.7
2,420.8
2,942.4
122.500
1.124.8
46,820
8.62
18.81
4.10
10.41
387.87
8,028.2
141.8
2.324.1
14'WF
2,798.2
118.500
1,073.2
44.880
8.59
16.74
4.08
10.38
352.6
5,779.1
135.8
2.222.5
14x16
2.671.4
111,200
1.028.6
42.820
6.58
18.88
4.07
10.34
339.2
5.559.5
130.2
2.134.0
2.538.8
105,700
979.7
40,780
6.54
16.81
4.06
10.31
324.9
5.325.1
124.4
2,038.9
2,402.4
100.000
930.1
38.720
8.51
16.54
4.05
10.29
310.0
5.080.9
118.4
1,940.8
2.274.8
94.700
882.7
38,740
6.49
16.48
4.04
10.26
295.8
4.848.2
112.7
1,847.2
2.149.8
89.480
837.9
34,880
8.45
18.38
4.02
10.21
281.9
4,820.3
107.1
1,755.4
2,020.8
84,120
790.2
32,890
8.42
18.31
4.01
18.18
287.3
4.381.0
101.3
1,660.3
1.900.8
79,120
745.0
31.010
6.40
18.28
4.20
10.18
253.4
4.153.2
95.8
1.570.2
1.788.9
74.380
702.5
29.240
8.37
16.18
3.99
10.13
240.2
3,936.9
90.6
1.484.9
1.672.2
69.610
680.1
27.480
6.32
18.05
3.97
10.08
22.8.7
3,715.8
85.2
1.396.4
1,593.0
66.310
587.7
23.830
6.31
18.03
3.77
9.58
216.0
3.540.2
77.0
1.262.0
1,478.1
81.470
527.8
21,9M
6.29
15.98
3.78
9.55
202.0
3.310.7
71.8
1,178.8
1.373.1
57.180
491.8
20.470
8.26
15.90
3.75
9.52
189.4
3,104.3
87.1
1.088.8
1,266.5
52.720
454.9
18.940
8.23
15.82
3.73
9.47
176.3
2,889.6
62.2'
1.019.4
1,185.8
48,530
419.7
17,470
8.21
15.77
3.72
9.45
183.8
2,661.4
57.8
844.1
1,063.5
44,270
383.7
15.970
8.17
15.87
3.71
9.42
150.8
2.468.3
52.8
885.4
966.9
40.250
349.7
14,580
6.15
15.82
3.70
9.40
138.1
2.283.4
48.2
790.0
14'WF 14X 14-1k
wr-a -wavr(Inch Serles)- Continued WeigM
Seclion Index
Det.lh of Sectlon (41
Flange Width (6)
Web Thickness
Web Thiiness
Comer Redius
(5)
(1,)
Sectional Area
lWR
kg/m
In
mm
In
mm
In
mm
in
mm
In
ln2
mm2
14'WF
84
125.0
14.18
360
12.023
305
0.451
11.46
0.778
19.76
0.60
15.2
24.71
1S.4
14x12
78
118.1
14.06
357
12.000
305
0.428
11.87
0.718
18.24
0.60
15.2
22.94
148.0
lCWF
74
110.1
14.19
360
10.072
256
0.450
11.43
0.783
19.89
0.60
15.2
21.76
140.4
68
101.2
14.06
357
10.040
255
0.418
10.62
0.718
18.24
0.60
15.2
20.00
129.0
13.91
353
10.000
254
0.378
9.60
0.643
16.33
0.60
15.2
17.94
115.7
14x10
,
81
90.78
mm
14" WF
53
78.87
13.94
354
8.062
205
0.370
9.40
0.658
16.71
0.60
15.2
15.59
100.6
14 X 8
48
71.43
13.81
351
8.031
204
0.339
8.61
0.593
15.06
0.60
15.2
14.11
91.0
43
63.99
13.68
347
8.000
203
0.308
7.82
0.528
13.41
0.60
15.2
12.65
81.6
14'WF
38
56.55
14.12
359
6.776
172
0.313
7.95
0.513
13.03
0.43
10.9
11.17
72.1
14 X 63/4
34
50.80
14.00
356
6.750
171
0.287
7.29
0.453
11.51
0.43
10.9
10.00
64.5
30
44.46
13.86
352
6.733
171
0.270
6.86
0.383
9.73
0.43
10.9
8.81
56.8
lr WF 12x12
.
190
282.8
14.38
365
12.670
322
1.060
26.92
1.738
44.09
0.60
15.2
55.86
360.4
161
239.6
13.88
353
12.515
318
0.835
22.99
1.486
37.74
0.60
15.2
47.38
305.7
133
197.9
13.38
340
12.365
314
0.755
19.18
1.236
31.39
0.60
15.2
39.11
252.3
120
178.6
13.12
333
12.320
311
0.710
18.03
1.106
28.09
0.60
15.2
35.31
227.8
106
157.7
12.88
327
12.230
311
0.620
15.75
0.986
25.04
0.60
15.2
31.19
201.2
99
147.3
12.75
324
12.190
310
0.580
14.73
0.921
23.39
0.60
15.2
29.09
187,7
92
136.9
12.62
321
12.155
309
0.545
13.84
0.856
21.74
0.60
15.2
27.06
174.6
85
126.5
12.50
318
12.105
307
0.495
12.57
0.796
20.22
0.60
15.2
24.98
161.2
79
117.6
12.38
314
12.060
307
0.470
11.94
0.736
18.69
0.60
15.2
23.22
149.8
72
107.1
12.25
311
12.040
306
0.430
10.92
0.671
17.04
0.60
15.2
21.16
136.5
12.12
308
12.000
305
0.390
9.91
0.606
15.39
0.60
15.2
19.11
123.3
65
96.73
12'WF
58
88.31
12.19
310
10.014
254
0.359
9.12
0.641
16.28
0.60
15.2
17.06
110.1
12x10
53
78.87
12.06
306
10.000
254
0.345
8.76
0.576
14.63
0.60
15.2
15.59
100.6
12'WF
50
74.41
12.91
310
8.077
205
0.371
9.42
0.841
16.28
0.60
15.2
14.71
94.9
12x8
45
66.97
12.06
308
8.042
204
0.336
8.53
0.576
14.63
0.60
15.2
13.24
85.4
40
59.53
11.94
303
8.000
203
0.294
7.47
0.516
13.11
0.60
15.2
11.77
75.9
lr WF
36
53.57
12.24
311
6.565
167
0.305
7.75
0.540
13.72
0.37
9.40
10.59
88.3
12 X 6-1R
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
40.18
11.96
304
6.500
165
0.240
6.10
0.400
10.16
0.37
9.40
7.97
51.4
r
-
Wide Flange Shapes -
1
(Inch Series)m Continued
I
-
(Inch Serles) Continued
Depth of Section (All
Flange Wih
(8)
Web Thickness (1.)
Web Thickness (1,)
Corner Redius
Sectional Area
Moment of Inertia Jx
Modulus of Section
Radius of Gyration h
JY
Zx
iy
in4
cm4
in4
cm4
in
cm
in
cm
in3
718.7
29.920
235.4
9.799
4.67
11.89
2.87
8.78
126.3
Section Index
ZY cm3
in3
cm3
2.070.0
45.2
740.8
625.0
26,020
206.6
8.600
4.61
11.71
2.65
8.73
112.4
1.042.2
39.9
654.0
542.4
22.580
180.6
1.518
4.55
11.56
2.63
8.68
99.7
1.634.1
35.2
576.9
457.2
19,030
153.4
6.386
4.49
11.40
2.60
6.60
00.1
1.411.2
30.1
493.3
420.7
17,510
141.8
5,903
4.46
11.33
2.59
6.50
00.1
1,312.8
27.9
457.3
10'WF
382.5
15,920
129.2
5,378
4.44
11.28
2.58
8.55
73.7
1,207.9
25.5
417.9
10 X, 10
343.7
14,310
118.5
4,050
4.41
11.20
2.57
6.53
67.1
1,099.8
23.1
378.6
305.7
12.720
103.9
4,325
4.39
11.15
2.56
6.50
60.4
990.0
20.7
339.3
272.9
11,380
93.0
3.871
4.35
11.05
2.54
6.45
54.8
894.9
18.8
304.8
248.6
10,350
53.2
2.215
4.33
11.00
2.00
5.08
49.1
804.7
13.3
209.7
8 . 7 2 9
44.9
1.869
4.27
10.04
1.97
5.03
42.2
170.9
7.114
38.5
1.519
4.20
10.67
1.94
4.93
35.0
"'"
157.3
6,548
15.2
632.8
4.29
10.90
1.34
3.40
30.8
504.8
5.2
85.2
133.2
5.545
12.7
528.7
4.26
10.82
1.31
3.33
26.4
432.7
4.4
72.1
10'WF
106.3
4,425
9.7
403.8
4.14
10.52
1.25
3.18
21.5
352.4
3.4
55.7
10 X 5-W4
271.8
11,310
88.6
3,688
3.71
9.42
2.12
5.38
60.4
990.0
21.4
350.7
2.10
5.33
52.0
852.3
18.2
298.3
573.6
I::;
~
218.0
10" WF
183.6
10x0
150.0
227.3
9.462
749
3,118
3.65
9.27
183.7
7.647
60.9
2.535
3.61
9.17
2.08
5.28
43.2
700 0
15.0
248.8
8' WF
2,040
3.53
8.97
2.04
5.18
35.5
501.8
12.1
198.3
8x8
146.3
6.090
49.0
126.5
5.206
42.5
1.769
3.50
8.89
2.03
5.18
31.1
509.7
10.6
173.7
109.7
4,567
37.0
1.540
3.47
8.81
2.01
5.10
27.4
449.1
9.2
150.8
97.8
4,071
21.6
899.2
3.45
8.76
1.82
4.11
24.3
398.3
8.8
108.2
82.5
3,434
18.2
757.6
3.42
8.69
1.61
4.09
20.8
340.9
5.8
91.8
3.2
52.4
8' WF
2.8
42.6
8 x 5-114
91.8
B' WF 8 x 6-112
89.2
2,881
8.50
353.8
3.43
8.71
1.20
3.05
17.0
278.6
56.4
2,348
8.72
279.7
3.38
8.53
1.18
2.95
14.1
231.1
53.5
2.227
711.8
2.88
6.83
1.52
3.88
16.8
275.4
5.8
3.81
13.4
219.6
4.4
72.1
SWF
3.88
10.1
165.5
3.2
52.4
8x8
17.1
'
41.7
1.736
553.6
266
8.76
1.50
30.3
1,261
9.69
403.4
2.58
6.50
1.45
25.4
1.057
8.89
370.0
2.18
5.49
1.28
3.25
9.94
182.9
3.54
50.0
5' WF
21.3
006.7
7.51
312.6
2.13
5.41
1.26
3.20
8.53
139.8
3.00
49.2
5x5
11.3
470.3
3.76
156.5
1.72
4.37
0.99
2.51
5.45
88.3
1.9
31.1
4' WF
133
4x4
;,
Wicb Flange Shapes
, ,;, ,,.J. - ;'! ; .;: . . . ,.; ~2 ,.<
1 X 1
ln
0.647
0.m
0.348
0.224
0.0374
0.0716
0.0748
0.0955
0.400
0.585
0.083
1.01
0.456
0.296
0.0478
0.0905
0.0954
0.121
0.402
0.553
0.078
1.23
0.556
0.360
0.0584
0.107
0.113
0.143
0.398
0.546
0.095
1.48
0.003
0.431
0.0852
0.125
0.130
0.167
0.389
0.539
0.109
1 .66
0.751
0.487
0.0718
0.140
0.143
0.188
0.383
0.535
0.120
1 .80
0.817
0.530
0.0761
0.148
0.152
0.198
0.379
0.529
0.047
0.922
0.418
0.271
0.0482
0.142
0.0964
0.142
0.422
0.724
0.083
1.22
0.553
0.359
0.0616
0.184
0.123
0.1M
0.414
0.761
0.072
1.38
0.627
0.407
0.0886
0.208
0.137
0.208
0.411
0.711
0.078
1.49
0.676
0.438
0.0731
0.221
0.146
0.221
0.408
0.709
0.095
1.79
0.811
0.526
0.0947
0.259
0.189
0.259
0.401
0.702
.).a,!
0.120
2.21
1 .I0
0.650
0.0995
0.310
0.199
0.310
0.391
0.690
.S.i
0.128
2.34
1.08
0.W
0.104
0.325
0.207
0.325
0.388
0.678
..
>:; -.<
;E.
1 X 2
,aj.
f
h l
48
,
.-
2 X 3
. ...
.
'2.125. 0.180 0.1785
I
.
1.11
0.711
1.34
0.711
0.890
0.802
1.10
1:77 ,
1.15
0.734
1.38
0.734
0.920
0.800
1.10
5.40
2.45
1.59
0.952
1.81'
1.20
0.775
1.07
5.59
2.54
1.64
0.97'7
1.86
0.977
1.24
0.771
1.08
1.15
2.21
1.15
1.47
0.742
1.03
1.28
2.44
1 .26
1.63
0.714
0.992
3.78
0.120
- ..
..
3.90
1.70 .
'
.
.
0.952
'
0.250
7.10
3.22
2.09
0.3125
8.44
3.83
2.48
0.120
4.56
2.08
1.35
0.923
2.73
0.923
1.38
0.628
1.42
0.125
4.76
2.16
1.40
0.954
2.82
0.954
1.41
0.826
1.42
0.180
6.62
3.00
1.95
1.25
1.75
1.25
1.88
0.802
1.39
0.1875
6.85
3.11
2.02
1.29
3.87
1.29
1.93
0.798
1.38
8.80
3.99
2.59
1.54
4.89
1.54
2.35
0.770
1.35
4.79
3.11
1.71
5.32
1.71
2.66
0.743
1.31
~
2X 4
2 X 4
0.250 0.3125
10.6
'
RECTANGULAR TUBE inch size (contin&)
Sue 8 WaH Thickness
I
Weight
I
Area of M e l in2
Moment of lnertei
br
rv
in4
in4
R ECTANGULAR TUBE inch size (Continued)
Size (L Wall Thickness
Section
Moment of Inettai
Area
of Metal
hr
ly
CARBON STEEL PIPES FOR ORDINARY PIPING
1
JIS G 3452
I
Tolerance on wtslde diameter
Nominal She
B
A
Outside diameter mm
Pipes to be threaded with taper threads
Other pipes
Wall Winess mm
Tolerance on wall Ihkkmss
Weight excluding
socket ~;(yrm
6
118
10.5
t 0.5
mm
t 0.5 mm
2.0
0.419
8
1I4
13.8
t 0.5
mm
t 0.5 mm
2.3
0.852
10
3!8
17.3
r 0.5 mm
t 0.5
rnm
2.3
0.851
15
112
21.7
+ 0.5 mm
t 0.5
rnrn
2.8
1.31
20
314
27.2
t 0.5
mp
t0.5m
2.8
1.BB
1
34.0
t 0.5
mm
t 0.5
mm
3.2
2.43
32
1 IN
42.7
t
0.5 mm
3.5
3.38
40
1 1R
48.6
t 0.5 rnrn
t 0.5
3.5
3.89
50
2
80.5
a 0.5 rnrn
tl%
3.8
5.31
85
2 1R
76.3
t 0.7 mm
t
1%
4.2
80
3
89.1
t 0.8 mm
tl%
4.2
80
3 1R
101.8
t
0.6 mm
tl%
4.2
1M)
4
114.3
t 0.8
mm
t
1%
4.5
125
5
139.8
t 0.8
mm
+ 1%
4.5
150
8
185.2
t 0.8
mm
t
1%
5.0
19.8
175
7
180.7
t
0.9 mm
t
1%
5.3
24.2
-25
0.5 mm
t
mm
z k, El + '
7.47 8.79 10.1 12.2 15.0
200
8
218.3
t
1.0mm
t
1%
5.8
30.1
225
9
241.8
t
1.2mm
tl%
8.2
36.0
250
10
267.4
+ 1.3 mm
tl%
8.8
42.4
300
12
318.5
t
t
1%
6.9
53.0
350
14
355.8
t
1%
7.9
87.7
400
18
408.4
.t'l%
7.9
77.6
450
18
457.2
t
1%
7.9
87.5
500
20
508.0
t
1%
7.9
87.4
1.5 mm
.
i
"c
'9
- A & '
-.
-"
*.-.*
CARBON STEEL PIPES FOR PRESSURE SERVICE JIS G 3454
.--' .\.:q -*
ARC WELDED CARBON STEEL PIPES ~ 1 ~ ~ 3 4 5 7 ( 1 9,7* 8 ) ,, USED FOR PIPING FOR STEAM, WATER, OIL, GAS, AIR, ETC. OF COMPARATIVELY LOW WORKING PRESSURE
Unit : Kg/m lkickz::
diameter
.
JIS G 3457 Mechanical Properties
, : .-..*.. ,,- f , % - ~
ke
. ,.s.
mm
,--.
-
*
. ..
3
-. . -..
A
.,-.-.-. .
,
,.-...-:
. L
'a
.
i.
Tension test
.'--*-
Claw
Are welede carbon steel pipe
Tensile strength
Yield point of proof stress
kgflmm2 (NImm2)
kgtlrnm2 (Wmm2)
41 min. (402) min.
23 min. (226) min.
Qmbol
STPY 41
Elongation O/. No. 5 test piece Transverse
I I
18 min.
II
Carbon Steel Pipes For High Temperature Service JlS G 3456 (1978)
-
e
Steel Pipes For Low Temperature Service JIS G 3460 (1978) Alloy Steel Pipes JIS G 3458 (1978) Weght
-
-8 JIS G 3456 JIS G 3460 JIS G 3458 Continued
,A
Calculated weight of black tube Outside diameter Nominal bore
Thickness max.
in
min.
max.
min.
in
mm
mm
in
mm
Screwed and rocketed
Plain and in
Iblft
mm
blm
Iblft
kglm 1.46
112
15
0.856
0.813
21.7
21.1
0.128
3.25
0.977
1.45
0.983
314
20
1.072
1.047
27.2
26.6
0.128
3.25
1.27
1.90
1.28
1.91
25
1.346
1.316
34.2
33.4
0.160
4.05
2.00
2.97
2.01
2.99
3.87
1 1 114
32
1.687
1.657
42.9
42.1
0.160
4.05
2.58
3.84
2.60
1 112
40
1.919
1.889
48.8
48.0
0.160
4.05
2.98
4.43
3.01
4.47
2
50
2.394
2.354
60.8
59.8
0.176
4.5
4.14
6.17
4.19
6.24
2 112
65
3.014
2.969
76.6
75.4
0.1 76
4.5
5.31
3
80
3.524
3.469
89.5
88.6
0.192
4.85
6.76
10.1
7.90
5.39
8.02
6.87
10.3
90
4.019
3.959
102.1
100.6
0.192
4.85
7.76
11.548
7.88
11.727
4
100
4.524
4.459
114.9
113.3
0.212
5.4
9.71
14.4
9.91
14.7
5
125
5.534
5.459
140.6
138.7
0.212
5.4
12.0
17.8
12.3
18.3
6
150
6.539
6.459
166.1
164.1
0.212
5.4
14.3
21.2
14.7
21.8
3 112
1-'
6
Note:
8
Y
B .
1) 3-112" nominal slze was llsted ~nBS 1387 1957 but has been deleted from BS 1387 : 1967. This size is available only by special order.
-.-... . '
-
2) 5 and 6" nominal sizes are also available in Class B, BS 1387 : 1947. The wall thickness of Class B 5" and 6" 3) Test pressure is 700 ppsi or 49 2 kg/cm2for all sizes and same for light, Medium and Heavy
-
Nominal Pipe Size in
- :
-iG
SEAMLESS PlPE BS 1387 1957 "MEDIUM" BLACK AND GALVANIZED
,w=z + . i 6 %
?,
=
Weighl of Black Tube
Approx Oulside D~ameler
Wall Thickness Plain End
Number ol Threads per inch
Threading and Coupling
~n
mm
SWG
in
mm
Ibslll
kdll
kdm
Ibslll
kglft
kglm
1/8
0 406
10.319
14
0 080
2.032
0.273
0.124
0.406
0 275
0.125
0 409
28
114
0.531
13.494
13
0.092
2.337
0.437
0.198
0.650
0.440
0.200
0.655
19
318
0.688
17.462
13
0.092
2.337
0.573
0 260
0.853
0.578
0.262
0.859
19
12
0.844
21.431
12
0 104
2.642
0.820
0.373
1.22
0.827
0.376
1.23
14
314
1.063
26.987
12
0.104
2.642
1.06
0.481
1.58
1.07
0.485
1 59
14
1
1.344
34.131
10
0.128
3.251
1.64
0.744
2.44
1.65
0.748
2.46
11
1 114
1.688
42 862
10
0.128
3.251
2.11
0.957
3.14
2.13
0.966
3.17
11
ln
1.906
48.419
10
0.128
3.251
2.43
1.10
3.62
2.46
1.12
3.66
11 ..
2
2.375
60325
9
0.144
3.658
3.42
1.55
5.09
3.47
1.57
5.16
11
2 112
3.000
76.200
9
0.144
3.658
4.38
1.99
6.52
4.46
2.02
6.64
11
3
3.500
88.900
8
0.160
4.064
5.69
2.70
8.47
5.80
2.63
8.63
11
4.000
101.600
8
0.160
4.064
6.54
2.96
9.72
6.66
3.02
9.90
11
4
4.500
114.300
7
0.176
4.470
8.13
3.69
12.1
8.34
3.78
12.4
5
5.500
139.700
6
0 192
4.877
10.9
4 94
16.2
11.2
5.08
16.7
11
6
6.500
165.100
6
0 192
4.877
12.9
6.85
19.2
19.2
6.03
19.8
11
t,'
1
in
3
11
-
SEAMLESS PIPE BS 1387 1957 "HEAVY" BLACK AND GALVANIZED
P~peSize in
I
Weighl ol Black Tube
Approx. Outside Diameter
Wall Thickness Plain End
Threading and Coupling
Number of Threads per inch
in
mm
SWG
in
mm
Ibslll
kgift
kglm
IbsJll
kglft
kglm
118
0.406
10319
12
0.104
2.642
0.331
0.150
0.493
0.333
0.151
0.496
28
II4
0.531
13.494
11
0.116
2.946
0.517
0.235
0.769
0.520
0.236
0.774
19
318
0.688
17.462
11
0.116
2.946
0.686
0 311
1.02
0.693
0.313
1.03
19
112
0.844
21 431
10
0.128
3.251
0 975
0.443
1.45
0.982
0.446
1.46
14
314
1.063
26.987
10
0.128
3.251
1.27
0.576
1.89
1.28
0.581
191
14
1
1.344
34.131
8
0.160
4.064
2.00
0.907
2.98
2.01
0.912
2.99
11
1 li4
1.638
42.862
8
0.160
4.064
2.58
1.17
3.84
2.60
1.18
3.87
11
In
1.906
48.419
8
0.160
4.064
2.98
1.35
4.43
3.01
1.37
4.48
11
2
2.375
60325
7
0.176
4.470
4.14
1.88
6.16
4.20
1.90
6.24
11
2 112
3.000
76.200
7
0.176
4.470
5.31
2.41
7.90
5.39
2.45
8.20
11
3
3.500
88.900
6
0.192
4.877
6.79
3.07
10.1
6.86
3.12
10.2
11
4.000
101.600
6
0.192
4.877
7.73
3.52
11.5
7.87
3.57
11.7
11
9.68
1
3
in
4
4.500
114.300
5
0.212
5.385
4.40
14.4
5
5.500
139.700
5
0.212
5.385
12.0
5.44
17.9
6
6.500
165.100
5
0.212
5.385
14.3
6.49
21 3
9.88 12.3
4.50
14.7
11
5.58
18.3
11
6.67
21.9
11
PROPERTIES OF PIPE The f o l l o w i n g f o r m u l a s wep used in the computation o f t h e values shown in the t a b l e : 1 The f e r r i t i c s t a i n l e s s s t e e l s may about 5% less, and 1 W e i g h t o f Pipe p e r f o o t (pounds) = 10.6802 (D-t) the s u s t e n t i c s t a i n l e s s s t e e l s about 2OA g r e a t e r t h a n t h e Weight of Water per foot (pounds) = 0.34058 values shown in t h i s table which a r e based on w e i g h t s Square f e e t O u t s i d e S u r f a c e p e r f o o t = 0.2618D S q u a r e f e e t Outside S u r f a c e p e r f o o t = 0.2618d for c a r b o n steel. .* .. . . -.--,-.----.- ..--7--'7 Inside A r e a ( s q u a r e inches) = 0.7858 ,:. .:...i?,.-.* Area o f Metal ( s q u a r e i n c h e s ) ,. = 0.785 (o?- #) $+.. .-I:... -7 I Moment o f Inertia (inches4) = 0.0491 (P- ff) . -... . , = A,RS2 j z : .,. , ~ r ' -..*.. . . ...., .. ',. ----.,- + -~.) S e c t i o n Modulus (inches3) . , = 0.0582 (01- 04) ~
1
-5
-jl--
.
Radius o f
Gyration
( inches)
A, d D R,
t
~ 4 ::
' 7 .= 0.25 a C F
<
= Area of
.,. .
.
.
.
p:?.
3
~
+
,
,
,
-i.
n
;
:~.-.-
Metal ( s q u a r e inches)
..
. ...
f
c
in
I/8 0.405
40 80
Sld XS
10s 40s 80s
114 0.540
4; 80
Std XS
40 80 40 80 160 -
3/8
0.675
112 0.840
40 160 -
Sq Ft Inside Surlace
We~ght per 11.
We~ght of Waler per 11.
Moment 01 Inertia.
Secliun Modulus.
Radius Gyration
in
sq In
sq in
per ft
per 11
Ib
Ib
in4
in4
~n
0.049 0.068 0.095
0.307 0.269 0.215
0.0740 0.0568 0.0364
00548 0.0720 0.0925
0.106 0.106 0.106
0.0804 0.0705 0.0563
0.186 0.245 0.315
00321 0 0246 0.0157
000088 0.00106 0,00122
0.00437 0 00525 0.00600
0.1271 0.1215 0.1164
10s 40s 80s
0065 0088 0.1 19
0.410 0.364 0.302
01320 01041 0.0716
00970 01250 0.1574
0.141 0.141 0.141
0.1073 0.0955 0 0794
0330 0.425 0.535
00572 00451 0.0310
000279 000331 0.00378
101032 001230 0 01395
0.1694 01628 0.1547
Std XS
10s 40s 80s
0.065 0.091 0.126
0.545 0.493 0.423
0.2333 0.1910 0 1405
0,1246 0.1670 0.2173
0,177 0.177 0.177
0 1427 01295 0.1106
0.423 0.568 0.739
0.1011 0.0827 0.0609
0.00586 000730 000862
0.01737 0.02160 0.02554
0.2169 0.2090 0.1991
Std XS XXS
10s 40s 80s -
0.083 0 109 0.147 0.187 0.294
0.674 0.622 0 546 0 466 0252
0.357 0.304 0.2340 0 1706 0.0499
0,1974 0.2503 0.320 0,383 0.504
0.220 0.220 0 220 0.220 0.220
0 1765 0.1628 01433 0.1220 0.0660
0 671 0.851 1.088 1.304 1.714
0.1547 0.1316 0.1013 0.0740 0.0216
0.01431 0.01710 0 02010 0.02213 0.02425
0.0341 00407 0.0478 0.0527 0.0577
0.2692 0.2613 0.2505 0.2402 0.2192
5s 10s 405 80s
0.065 0.083 0.113 0.154 0218 0.308
0.920 0.884 0.824 0.742 0.614 0.434
0.665 0.614 0.533 0432 0.2961 0.1479
0 201 1 0.2521 0.333 0.435 0.570 0.718
0.275 0.275 0.275 0.275 0.275 0.275
0.2409 0.2314 0.2157 0.1943 0.1607 0.1137
0.684 0.857 1.131 1.474 1.937 2.441
0.2882 0.2661 0.2301 0.1875 01284 0.0641
0.02451 002970 0.0370 0.0448 0.0527 0.0579
0.0467 0.0566 0.0706 0.0853 0.1004 0.1104
0.349 0.343 0.334 0.321 0.304 0.2840
5s 10s 405 80s
0.065 0.109 0.133 0179 0250 0 358
1.185 1.097 1.049 0.957 0815 0.599
1.103 0.945 0.864 0.719 0.522 0.2818
0.2553 0.413 0.494 0.639 0.836 1.076
0.344 0.344
0.344
0.310 0.2872 0.2746 02520 0.2134 0.1570
0 868 1.404 1.679 2.172 2844 3.659
0.478 0.409 0.374 0.311 0.2261 0 1221
0.0500 0.0757 0.0874 0,1056 0.1252 0 1405
0.0760 0.1151 0.1329 0.1606 0.1903 0.2137
0.443 0.428 0.421 0.407 0387 0.361
55 10s 405 80s -
-
0.065 0.109 0.140 0.191 0.250 0.382
1.530 1.442 1.380 1.278 1.160 0.896
1.839 1.633 1.496 1.283 1.057 0.631
0.326 0.531 0.669 0881 1.107 1.534
0.434 0.434 0.434 0.434 0 434 0.434
0.401 0.378 0.361 0.335 0.304 0.2346
1.107 1.805 2.273 2.997 3.765 5.214
0.797 0.707 0.648 0555 0.458 0.2732
0.1038 0.1605 0.1948 0.2418 0.2839 0.341
01250 0.1934 0.2346 0.2913 0.342 0.411
0.564 0.550 0.540 0.524 0.506 0.472
5s 10s
0.065 0.109
1.770 1.682
2.461 2.222
0.375 0.613
0.497 0.497
0.463 0.440
1274 2.085
1.067 0962
0.1580 0.2469
0.1663 0.2599
0.649 0.634
Sld XS
-
1
1
~
40 80 160
-
1
1/2
1.900
-
XXS
Sld XS
-
XXS
1.660
.
Sq FI Outstde Surface
1 . : 1 5
I
Metal Area
160 -
. .
Std XS
-
XXS
-
~
-
-
1
1
1
Inside Area
Wall Inside Thickness Diameter.
Schedule Number'
40
.
i
*; -'.'I*&-
--
150 Ibs. SOCKET WELDING FLANGES PIPE
OUTSIDE
SIZE
THICKNESS
O.D. O F DIAM. RAISED AT BASE
IMIN.1
FlrCE
OF HUB
LENGTH
DEPTH
THRU.
OF SOCKET
HUB
72
3 '/2
,
13/a
11/16
74
3 78
'I?
1
1 71
"/a
1
4
8/16
2
1 '796
"/la
'12
1 %
4 5/a
la
2
2715
"/16
'176
2 '/a S5/a
29/76
7,
4 '/a
3 9/16
7
151,~
5 5 '/2
1 '72
5
2 2 3
6 I/?
3 y.2
' 6
7 7'/2 8'/2
4 6 6
9 10 11
8 10
13 ' 16
12 14
19 21
16 18 10 22
23'/2
25 2 7 '/2 29 '/2 32
14
,
"/16
63/16
771.
15/>s
1 1 '/e 13/m 1
' 4
1 3/a 1 ' 6
8.72 1 0
5/a
1 2 9 4
15 1
3'/16
'/a
'/e
'111 1
'14
5716 Yt6
1
5/16
6 7
9"/16 12 1 4 7 8 153/a 18 1 9 '/a
'/a '5/ls
15/16
1
'/IS
1 '/I6
1
3/4
1
1
"/IS
'14
1 '/w
23/16
1
2'/4
1 /a
2
1
"/IS
1
'?IS
25
'/.
24
3
'/B
7s
'/,
1
2 7
'/a
26
ye
3
'/4
22
'3/~e
1'116
1 8 21 23
'/2
3/4
13/16
1 1
9/16
5/8
"/IS
1
13/16
4
'116
'72
2"/la 2 '18
'/IS
3/4
11'/,6 2 '/e Z3/e 2
BORE OF SOCKET
0.88 I .09 1.36 1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18
10.20 22.22 24.25
BORE
BOLT
AT
CIRCLE DIAM.
0.62 0.82
2 ?a 2%
NUMBER
DIAM. OF
OF
HOLE
HOLES
1.05
3 '18
4 4 4
1.38
3
'12
4
/'a
1.61
3%
4
"18
2.07 2.47 3.07 3.55 4.03 5.05 6.07 7.98 10.02 12.00
a 74
4
3/4
5!', 6 7 7 'r'L
4
3/4
21.25 23.25
I
1%-
--
FACE
13.25 15.25 17.25 19.25
!+
9: ; 14 1 ',
17 1 8% 21% 2z3/, 25 27'/.
29
'/,
"/a 10'
4 8 8 8 8
8 ?: 113/,
5/8
3/a 3/a 3/a '16 '10
WEIGHT (kg) ' (APPROX)
0.5 0.9 0.9 1.3
0 1
13.6 19.5
12 12 16 16
1 1 '/a 1 '18
29.0 40.8 44.4 58,g 74.8 83.9 99.7
1/ 1/ 1/
1/
(FOB)
&
1.3 2.2 3.1 3.6 4.9 5.8 6.8 8.ti
8 12
20 10 20
PRICE
. JY':..
-
A
300 Ibs. SOCKET WELDING FLANGES NOMINAL PIPE SlZE
' 11
3%
3/4
45/e
1 1 '14 1 '/2 2 2 '/2 3
OUTSIDE
4 '18
5 '14 6 '/a 6 '/2 / 8
THICKNESS
O.D. OF DIAM. RAISED AT BASE
(MIN.1
FACE
1
,: /e
/16
13/e 1 ' ' 2
OF HUB
HU8
1 I h 1 '
1
?a
716 '/16
'/I
716
8 /
1
'le
3 5/e
3
4 '/a
3 I5/m
5
4
5/16
'/8
1 3/16 5/16
"/16
1 'h 1 "/IS
7.
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
21' SlZE NOT COVERED BY USAS 816.5.
SOCKET
1
2 '/e
11/6
OF
1
13/16
2 /
'/s
DEPTH
2 '/s
2 1'2 2 3/4
4
LENGTH THRU.
'3/46
BORE
BOLT
OF SOCKET
AT
CIRCLE
FACE
DIAM.
0.62 0.82 1.05 1.38 1.61 2.07 2.47 3.07
z51e
4
"/a
3'/r
4 4 4 4 8 8 8
'/a
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57
3 '/2 3'/a 4'/2 5 5 '/a
6 5/a
NUMBER
DIAM.
BORE
OF
OF
HOLES
HOLE
3/4
74
78 74 '/e
70
WEIGHT (kg) ,APPROXI
0.9 1.3 1.3 1.8 2.7 3.1 4.5 5.8
r
PRICE (FOB)
~
..
. ...- - .
-. ..
.
MIN. 5/.,,,,RAC~US
R E OF SOCKET
j
t' 'a i
s SPOT FACED
..
:I<
..
-
,--L.-
"
..,. ,,
: ?.!.A
-
dbb Ibr. SOCKET WELDING FLANGES 'OMINAL 'IpE SlZE
1 1 OUTSIDE DIAM.
THICKNESS IMIN.1
BORE
BORE
OF
AT
SOCKET
FACE
BOLT CIRCLE DIAM. 2%
4
3 'la
4
FIED
3
4
BY PUR-
3 1/8 4 '/, 5
4
5
%
O.D. OF DIAM.
LENGTH
NESS
RAISED A T BASE
THRU.
WIN.)
SIZE
'h
THICK-
4 3/.
7/6
FACE
OF HUB
SOCKET
HUB
BORE
BORE
OF
AT
SOCKET
FACE
BOLT CIRCLE
22
4
/a
3 1
8 8
14
4.0
/n
5.8
8
/u
7.2
NUMBER OF
DIAM. OF
DIAM.
HOLES
HOLE
(kg) (
A
1
'/?
1 '1s
5s
0.88
TO BE
3 '/a
4
7s
1.8
1
7,
1ye
7/16
1.09
SPECI-
3 '/z
4
)/e
2.2
2
716
1
'/z
1.36
FIED
4
4
1
3.6
2
'/?
17s
8/!6
1.70
BY PUR-
44s
4
1
4.0
1
74
18
1.95
CHASER
4
7,
4
1 '/e
ys
2
7 4
2.44
6
1 '2
8
1
11.3
2
72
'7 te 7
2.94
7 '/z
8
1 '/e
16.3
1
5 '/a
1 '/a
2
1 '14
6
1 '/a
2
1 'h 2
7
1'
2 'A?
2
B 'h
1 '12
3
=/s
2 'h
0/
18
4
'/P
4 4
1/2
?a
UNLESS OTHER M A T E R I A L IS SPECIFIED. FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED B Y ASTM A 1 0 5
4
PRlC
WEIGHT
1 "/ne
1
4
OF
(FOB)
1
5 '/a
4
DEPTH
PRICE
WEIGHT
HOLES
SPECI-
6 1' 8
OUTSIDE
OF
OF
TO BE
CHASER
PIPE
NUMBER
5.4
(FOB ~
~
1500 lbs. LAP JOINT FLANGES NOMINAL PIPE
OUTSIDE
SIZE
THICK-
DIAM.
NESS (M1N.J
ATBASE
LENGTH BORE
THRU. HUB
OF HUB
RADIUS OF FILLET
BOLT CIRCLE DIAM.
NUMBER
DIAM.
OF
OF
HOLES
HOLE
UNlT PRICE IFOB) (APPROX)
DIMENSION ON SIZES 'h " THROUGH2'Y' ARE THE S A N WITH FOR 900 Ibs. FLANGES
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM Alll6.
2500 Ibs. LAP JOINT FLANGES NOMINAL PICE
OUTSIDE
SIZE
DIAM.
NESS
ATBASE
WIN.)
OF HUB
BORE
LENGTH THRU.
RADIUS OF
BOLT CIRCLE
HUB
FILLET
DIAM.
I/2
5
%
I 3/16
1 /
0.90
1
7 4
5
'/2
I
I14
2
1.11
1
6
74
4 a
2
I14
1.38
1 %
7
'/4
1 1
2
'/a
1.72
2
716
1
41
3
I18
1.97
2
?a
1 1
THICK-
l/4
1 12' 2
8
2 '/2
1 0 '/2
27
3
12
2
4
14
3
5
16 '/2
37
5 8
19
4
21
4 4
5
10
26
'/2
6
'/2
14
12
30
7
7 4
17
9
'/4
2 4
71 8
9/16 "16
NUMBER
DIAM.
OF HOLES
HOLE
OF
UNlT PRICE (kg) (APPROX)
'/a
3
4
'/a
3.1
'/n
3 '/4
4
'/a
3.6
1 '8
4
4 4
1 1 '/a
7.2
4
1 14'
9.9 16.7
72
'/a
5 '/a 5 3/4
4.9
3
3/,
2.46
2
7 4
5/~6
6%
8
1 18'
4
'12
2.97
3
'/8
5/16
7%
0
1
5 6 8
7 4
3.60
3
%
'1s
9
8
1
36.2
'/2
4.60
4
'/4
'1%
I0
8
1 5/8
54.4
5.69
5
'18
'/IS
12%
8
1 '/8
9 12
'14
6.75
'6
'/2
14
'72
8
2
3/,
'/4
'/a
24.0
92.9 142.8
8.75
7
'/2
17
'/4
12
2 /
213.1
10.92
9
'12
21
'14
12
25/8
409.2
12.92
10
I12
24 h '
12
2
498.9
UNLESS OTHER MATERIAL IS SPECIFIED. FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
'/8
(FOE1
-SOCKET
..
WELDING FLANGES
.*
-
*
. .
...
.
.
.
.-
W -A\
',
MACHINED SURFACE
O L T CIRCLE DIAM.
..
OUTSIDE D I A M .
TOLERANCES: O.D. OF 1/16" RAISED FACE: FLANGE THICKNESS:
18" &SMALLER
BORE:
20" & LARGER 10" & SMALLER 12" & LARGER
BOLT CIRCLE DIAM.
METHODS OF ATTACHMENT
In attaching Socket Welding Flanges, the pipe end is inserted into the socket and then welded at the flange hub. An inside weld at the pipe frequently made for greater strength or, with grinding, to provide a smooth bore without pockets or recesses.
?.'>
THREADED FLANGES (SCREWED FLANGES) ~
THREAD: This type of flanges shall be tapped with
-
A ) American Standard Taper Pipe Threads in accordance with UASA 02.1 Table 2. (N.P.T.).
0) British Standard Taper Pipe Threads in accordnace with BS21 Part 1, Section 1 (ESP-Tr).
$/--U
LllAhrl A T BASE O F HUB S C P F I Y I U
-
HQLT (7RC.L t O l A M
(SMOOTH F I N I S H OR SPIRAL FINISHI
1
I
0 1 I l S I l ' F L>lfiV
.
%
TOLERANCES:
I
O.D. OF 1/16'' RAISED FACE: FLANGE THICKNESS:
Y4
18" & SMALLER
20" & LARGER BORE:
10" & SMALLER 12" & LARGER
'
BOLT CIRCLE DIAM: METHODS OF ATTACHMENT
Threaded flanges are, of course, attached by screwing t o threaded pipe ends. The clean, sharp threads and great precision of Futawa's Threaded Flanges assure the greatest possible ease in making up strong, tight joints.
150 Ibs. THREADED FLANGES OUTSIDE PIPE
'IAM.
SlZE '/2 3/a
1
l/'.
O.D.OF
NESS
RAISED
(MIN.1
FACE
3 '/2 3 '/a 4
1
THICK-
I/.
THREAD DIAM. AT BASE LENGTH OF HUB W I N . ) 1
7/,
1
112
lll/le
1 ' h
2 2 I/?
l l l 6
"/IS
25/16
13/16
2 '/a
2
3 '/16
1
e/l~
4
-
5/8
3/8
LENGTH
BOLT
NUMBER
DIAM.
THRU.
CIRCLE
OF
OF
HUB
OIAM.
HOLES
HOLE
5/a
3/16
s
"/16 13/16 l/s
l/a
WEIGHT
PRICE
(kg) (APPROXI
(f0b1
0.4
2 3/e
4
Ye
2%
4
'/a
0.6
3 '18 3 '12
4
5/s
0.8
4
'/a
3 '/a
4
5/a
4% 5 '12
4
3/4
4
3/4
3.2
6
4
3/a
3.9
1.o 1.3
1 '/2
5
2
6
y4
3 5/e
2 '/2
7
'/a
4 '/a
39/,6
1 '18
1 1 'I8
3
7 'h
'5/l 6
5
41ir
1
13i16
3 'h
8 '12
"/I
5
413/?6
1
'/a
1
'/a
7
8
3/a
4.9
'?I16
6 3/16
5 5/,6
1
5/16
1
5/1fi
7 'I2
8
3/a
5.3
'5/16
7V16
6'l~e
1
7/16
17'q6
8
'h
8
l/s
6.2
791,~
l9Il6
lq/7fi
9 '/2
8
1
1 3Jq l15i16
1 1 3/,
8
'/a l/s
12.5
14l/a
12
1
17.5
2
23/ro 2 ' 4
17 1S3/a
12
27.4
12
1 1 '/a
2
2
16
1 '/e
44.4
223/4 25 2 7 '14
16
1
'/A
51.9
20 20
1
'14
61.7
1 3/a
83.9
29 ' h
20
1
87.4
4
9
1
5
10
6
11
8
1 3 '12
8 I/> 1 0 5/e
1 1 3/,6
12%
9"/,6 12
'/r
15
143/e
1 %
16
'/a
1 8 '12
1 5 3/r 18
2
1
2
'/?
19/16
21
19'/a
211/,6
1
23
22
2 '/a
10
16
12
19
1 1
14
21
16
23
18
25
20 22
2 7 '/2 2 9 'h
24
32
'h
6
7/,6
''1 6
1 13/,6 1 '18
2 5
'/a
3/q
*5,
116
'/a
2 4
I/.,
3
2 7 '/a
2 6
'/8
3
'/a
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
22' SlZE N O T COVERED BY USAS 816.5.
If7
2"'16 2 '/a
3 '/a 3 ',a
-+a-
+s
t
. +ip>
'/8
2.1 ,
.
.
7.7
34.7
.->
300 Ib.THREADED FLANGES NOMINAL 'IPE
SlZE '12
3a/'-
4%
THICK-
2 '/2
5
O.D. OF RAISED
THREAD DIAM. AT BASE LENGTH
BOLT CIRCLE
NUMBER
DIAM.
THRU.
OF
OF
(MIN.)
FACE
OF HUB
HUB
DIAM.
HOLES
HOLE
Yls "/la 3/.
'14
6 '/a 6 l/2
1 311e
1 y n 1 1 8 2 2 l/2
1 l/2 1 7 h 2 '/a
2 7/a
2
'/n
vn
2 '/2 3/4
'/n
1
4
'/a
3
114
4
3/4
0.6 1.1
'/2
3/4
1.4
"/~e
11/18
3
13/1s a
1 l/le 1
3 '/a
4 4
4
112
3/4
1.7
4
7/s 3/4
2.5 2.9
'/n 7/n '/a
5.9 7.4
3 '/n
3 '/IS
1 '/a
1
5
8
1
4 '/n
3'5/1~
11/4
1 l/2
5 '/a
8
l/4
1 '/a
4 '/a
1 '14
ll'/ln
6'/n
8 8
5
'/4
1
7/78
8
34
1
7 / ~6
1 % 1 7/a
7
5
7
'/n
10
1 3/1 6 1 %
5 6
11
1 ?h
7
12
8
15
9
'/2
1
7/1
e
1 5/n
10
17
12
2 0 '/2
2
14 16
23 25
l/2
1
7/8
s
8 l/2 1 0 '/a 12V4
2 '/a
15 16
'/4
'/2
2
18
'/2
Z3/n
21
'/2
2 l/2
23
'14
8'/a 0
'/I
e
'14
8
'/n
9.7
2
9
'/4
8
/'n
12.3
l'3/ts
2
105/8
12
13
12
1
15
'/4
16
1 '/s
35.7
17
3/4
1 1 1
51.6
l/.
69.8 87.6
2
12%
23/'e
14
4
2
2
16 19
3/4
2
7 7/n
'/e
15.9 24.7
'/2
3
2 '>/re
3
'/a
2 2 '/2
16 20 20
21
2
3
'/2
24
24
2 'In
3%
27
24
1 Ys 1 Ye
108 7
2 3 '/a
3
'/IS
4
2 9 'i's
24
1 '/a
167.8
3
'14
4
32
24
18
28
20
30
22
33
2
2 5
'/4
25
24
36
2 J/.
27
'/4
2 7 '/s
l/4
3/4
7/8
20'/4
'/IS
3/4
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED B Y ASTM A181.
.,.
l/4
134.5
1 $/a -
22" SlZE NOT COVERED BY USAS 8 1 6 . 5 .
4.2
ll'/le
Z7/1e 2 '/a
'14
MIGHT (kg) (APPROXI
2 '/a
'/2
4
3 'h
(MIN.)
7
5 5 l/2 6 3/1 e
3
LENGTH
NESS
4 '/a I/&
1 l/2 2
DIAM.
v4 I 1
OUTSIDE
203.0 -
PRICE (FOB)
i'i,
P
D
i
n
.'
I f
M A T BASE OF U o B
S C R E W E D -
MIN %,"RADIOS
-OUTSIDE DIAM. OF RAISED FACE MACHINED SURFACE ISMOOTH FINISHED OR SPIRAL F INISHI
4001bs. THREADED FLANGES NOMINAL PIPE SlZE
OUTSIDE DIAM.
'/2
3
3/4
4
WEIGHT
HUB
DIAM.
HOLES
HOLE
Ikg' (APPROXI
(MIN.)
FACE
e
1 V.3
1 '12 I 'is
1 1
'/8
11/16
1 "h6 2
13/16
2
2/ 2 '/2
2 '/a
2% 3
1
4
1 '14 1 '/z
5 '14
2
6 '12
1
3
2 3
'/2
7
'/1
1 '/a
4 ',/a
1
'/2
4
8 9 10
'/4
3 5
11
6
12
8
15
6 '/a
7/a
5/8
'/4
5
1 3/a
5
'/2
1%
6
3/76
1 '12
4
1 YE
7v16 8% 1 0 5/8
1 5/a
10
1 7 '/z
2 '/a
12
12
20
2
'14
14
23
2
3/s
15 16
16
25
2
'12
Z5/s
18 21
2 3/r
23
'/4
'/a '/2
18
28
7.0 22
30
33
2'18
25'14
24
36
3
27
'/2
OlAM OF
AT BASE LENGTH OF HUB (MIN I
'/8
'/2
NUMBER OF
DIAM.
RAISED
9/1
'/2
BOLT CIRCLE
O.D.OF
NESS
5/8
'12
LENGTH THRU
THICK-
'/a
5/16
5/8
5 / 5
%
7
THREAD
'/a
1/16
'
3/16
78 1
5/8
0.8
3/4
1.3
4
3/4
1.5
7/8
4
3/.
2.o
'/2
4
7/e
8
3/4
8
'1;
2 '/a
4
3 '14
4
3
'/16
3
1 '/a 1 '14
4
'/2
5
1
1
7/16
11/4
1
5/8
1 3/s
l'V16
e5/g
8
1
7 '14
8
1
1 7/1a
1 2
7
1
2 '/n
I/#
11/16
5
15/16
'/B
7/s
8
1
11.7
8
1
14.0
105/8 13
12
1
19.9
12
30.3 41.2 58.9
2
3/1 6
2 7/e
1
16
2 2
3/8
3'/a
16
1 '/a
'/2
3Vrs
17Vr 20%
X)
3/6
z''/~~
311/16
2
1 1
21
2%
1
'/2
2
3 4
24
23 '/a
24
1 518
2
3'/18
2 7 5/a
3
1 2 5/s 1 4 3/4 16 19
3/,
7/8
'/4
UNLESS OTHER MATERIAL IS SPECIFIED, F U T A M ' S FLANGES
7/8
7.0
7/s
1 '/s 1 '/a
'/4
2 "/is
3.6 5.2
9 '14
2
' 4
30
8.8
1 '3/1e 2
8 '/a
10
ARE FORGED FROM STEEL BILLETS COVERED OY ASlW A 1 0 6
22" SlZE NOT COVERED BY VSAS 816.5.
'/a
2
24 27
3/4
4 '14
29
'/a
4 '/z
32
~
m~ 24 24
'
81.6 106.5 129.2 156.4
1
3/4
183.7
1
71.
231.3
IFOBI
%$
I
600 Ibs. THREADED FLANGES
i
NOMINAL OUTSIDE SIZE
THICK-
0.D.OF
DIAM.
LENGTH
BOLT
NUMBER
DIAM.
NESS
RAISED
A T BASE LENGTH
THREAD
THRU.
CIRCLE
OF
OF
(MIN.)
FACE
OF HUB MIN.
HUB
DIAM.
HOLES
HOLE
UNIT WEIGHT (kg) (APPROX)
3'/2"" ARE THE SAME WITH FOR 400 lbr. FLANGES.
DIMENSIONSOF SIZES "'/2''THROUGH
PRICE (FOB)
i
.
a. ;
4
10%
1
5
13
1%
6
14
8
16
10
20
29 32 34
22
'/2
1 '/n '12
6
3/1 6
6
1
Ye
2
'/e
7
'11 6
7'/16
11/8
2
Ye
8 '/1 1 0 '/2
8
2
2
5/e
11
2
3/ls
8 '/2 1 0 5/e
2
'/2
12
3/4
'/a
23
3/4
1 0 3/4 13 ' / 2
2
I/4
3
2
'/16
3
3/a
4
3/,
21
3
'/8
4
5/8
3
'/4
2
24
.
6
1
8
1
'/8
24.7
14.6
12
1
'/8
29.6
13Ya
12
1
'14
44.1
17
16
1
3/n
71.9
'/2
23
1
143.0
25
174.0 222 .O 267.6
'/4
24
5
'/2
33
24
312.2
UNLESS OTHER M A T E R I A L IS SPECIFIED. FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105. 22" SlZE NOT COVERED B Y USAS B16.5.
900 Ibs. THREADED NOMINAL PIPE SlZE
DIAM.
LENGTH
BOLT
NUMBER
DIAM.
RAISED
A T BAS LENGTH
THRU.
CIRCLE
OF
OF
(M1N.J
FACE
OF HUB MIN.
HUB
DIAM.
HOLES
HOLE
5
'/e
1
'/a
6
'/a
'/2
7
1
2
-
0.D.OF
1
V4
2
'IAM.
THICKNESS
4 Y4 5 'In
'/2
1 1
OUTSIDE
1
FLANGES
'/a
l/n
1 1
3/8
'/I 6
2
1 '/e 11 '.
2 'h 2 '/8
1 1 2 2
THREAD
1 1
'/a
3
'14
4
'/e
WEIGHT (kg) (APPROXI 1.8
'In
3
'/2
4
'lo
2.3
'/e
1
5/e
4
1
V16
1
%
4
1 1
'/4
1%
'/2
2
'/2
Ye
4
1
'/16
1
'/2
2 %
4 % 6 '/2 '/2
8
1
8
1
8
1
'14
19.9
8
1
3/e
32.3
'14
41.8
5/8
4
!/e
4 )/g
1
'/8
2
'/2
7
5
1 =/s
2
'/8
7
2 3
3/4
9
'/a
l/s
11
3
l/8
5/e
1 5/a
4
l/2
1
5
4
11
'12
1%
6
Vr 6
6
4
1
'/e
5
13
3/4
2
7
5/16
7
'/2
2
'/e
9
'14
6
15
8
18
'/2
10
2 1 lh
12
24
14
25
16 18 20 24
41
l/2
2
3/t s
'/2
1 0 '/e
11 %
2 2
114
2 2
3/4
12 %
14
2
3
8 '/2
'12
11.7
12
'/2
12
1
4
15
'/2
12
1 '1-
4
18
'/2
16
1
102.7
20
1
'/2
136.7
20
1
'/e
153.9
Ve
' a
24
20
1
%
3
'/2
6
2
261.2
'/2
3
'/e
6
.?'/a
317.9
'/a
4
20 20 20
2%
607.7
3
3/4
3
'/a
27 %
3 'h
18
'/2
20
3
31
4 4
21
22
'/a
23
24
27
29
UNLESS OTHER M A T E R I A L I S SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
8
'/a
27 l/4
29lh 35'/2
*
< .
5, 5
72.3
'h
21
'/2
17
'/2
13.6
22
16
'/.
4
'/8
'/a
15 16
5
~
10.0
5 5
'/a '/a
33%
~
'/e
4%
3 3
'/4
/
5.4
'/2
3
9
4.0
1
'/2
9
1 1
1
'14
3.4
4 8
l/2
'/e
1
4
8
3
'/2
3/e
4
(FOB)
184.8 9.3
600 Ibs. BLIND FLANGES OUTSIDE PlPE
DIAM.
SlZE
I
THICK-
O.D. OF
NESS
RAISED
WIN.)
FACE
DIMENSIONS OF SIZES
BOLT NUMBER ClRCLlI OF DIAM. HOLES
THROUGH 3
1/1'
DIAM. OF HOLE
WEIGHT (kg1 ,APPROX1
PRICE (FOB)
ARE THE SAME AS FOR 40016 FLANGES
UNLESS OTHER MATERIAL IS WECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A l a . SlZE NOT COVERED BY USAS 816.5.
900 Ibs. BLIND FLANGES OUTSIDE PIPE SlZE
DIAM.
2
4% 5 '/a 5 7/8 6 '14 7 8 l/z
l/2 3/4
1 1
'/4
1 '12
THICK-
O.D. OF
BOLT
NESS
RAISED FACE
CIRCLE OF DIAM. HOLES
(MIN.)
1
%
1 l/r 1 '14
2%
3 l/4 3'/2 4 4 4%
1 '/z
3 5/8
61
7 l/l 7 l/z
7/8
1 1 'h
l'l/rs 2 2
l/2
2%
9%
1
6/8
9
l/z
l/z
11
l/z
1 1
4 5
'/8
3 4
3/4
6
'/1
5
1 3 3/4
6
15
8 10 12 14 16 18
20 24
1 8 '/2 2 1 I12
24 2 5 '/4 27 % 31 33 % 41
2 2%. 2'/1 2 V4 3 3% 3'h 4 4 '/4 5 l/1
o
7%.
94 J1
12l/1
4
'/a
4 4 4 4 8 8 8
7/r
8 8
1 l/e 1 1 1
l/0
1
l/4
1
110
1
l/2
21 22 24'/4
20
1 1
'/8
20 20
23 27
1
1 8'12
15
35 '/2
UNLESS OTHER MATERIAL IS SPECIFIED FUTAWNS FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM AlO6.
WEIGHT (kg) lAPPROX,
1
1
1f11/2
lS1/z 21
DIAM. OF HOLE
12 12
10% 1 2 3/4 16 /
NUMBER
l/4
1 '/z l/z
1%
2 2 '/a 2 518
.
1.8 2.7 3.6 4.7 5.9 11.3 15.9 13.2 24.5 38 .O 52.2 90.7 131.5 188.3 235.9 272.2 385.6 487.6 918.3
PRICE (FOB)
1500 Ibs. BLIND FLANGES OUTSIDE
PIPE
DIAM.
SIZE
THICK-
O.D.OF
BOLT
NESS (MIN.)
RAISED
CIRCLE OF
OF
FACE
DIAM.
HOLE
4 3/4
1
1 l/4 1 l/2
1 % l 1
'/a
5l/~ 5% 6 '/4
1
1 '/a 1 '/a
7
1
8 '/2 9
l/4
7
4
1
3.6
2 l/2
4 3/a
4
1
4.7
2 '/e 3 5/a 4 '/a
4 a/'
4
1 l/e
6 '12 7 'h
8
1
8
5 6 "/is
8
8 8 12
1 '/a 1 l/4 1% 1% 1 '/2
12
1%
136.1
12
2
231 3
16
2 '/B
313.0
8
19
10
23
4l/4
1 0 ?e 123/4
12
26 'h
4 '/a
15
7 ?IS
8
9 'h 1 1 '/2 1 2 '2 1 5 '/) 19 22'12
a/' '/e
8
(FOB)
1.8
4 4
6
5
HOLES
PRICE
WIGHT (kg) ,APPROX,
3 '/4
1 0 'h 1 2 l/4 1 4 Y4 15l / ~
2 'h 3 4
DIAM.
3 4
1 '/2 1 5/e 1 '/a 2 '/a 2 '/a 3 l/4 3 5/e
2
NUMBER
2.7
5.9
11.3 15.9 21.8 33.1 60.4 72.6
UNLESS OTHER MATERIAL IS SPECIFIED FUTAINA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
2500 Ibs. BLIND FLANGES NOMINAL
DIAM.
SIZE
-
1 l/4 1 l/2 2 2 '/2
NUMBER
THICK-
O.D. OF
BOLT
NESS
RAISED
CIRCLE OF
FACE
DIAM.
1 3/a 1 1 I/ls
32 3 3/4
2
4 1/4
4
2 '/2 2 a/'
5'/8
4
8
1 3/~e 1 l/4 1% 1 l/2 1% 2
5% 6 3/4 7%
4
9 '/4
9
8
6'/4
7 '/4
1 0 '/z
.
2 '/4 2
3 4 l/4 10
2 1 3/4 26 '/2
12
30
5
6 '/2 7 l/4
-
3 5/a 4 '/e 5
6Y1s 75/1a 8 '/z 1 0 5/a 1 2 3/4 15
10314 123/4 14 2 1 7 '/4 2 1 l/4 24%
DIAM. OF HOLE
HOLES
(MIN.)
5 '/4 5 l/2
l/2
1
OUTSIDE
4
WEIGHT
PRICE
(kg) (AppROX)
(FOB)
3.1.
4
.
8 8 8 8 8
'/a 1
3.6 4.9 7.7
1 '/e 1 l/4
10.4
1 '/e 1 l/4
25.4
1 Ye 1 5/e 1 2 '/a
17.6 39.0 61.2 102.0 156.4 240.4
12
2 2 5/a
467.0
12
2 '/a
589 5
12
UNLESS OTHER MATERIAL IS SPECIFIED. F U T A W S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM AlOb.
-
$ 2
6s 138787
Steel lubes and lubllsn adl&& fa plpe threads
. .iief":
DIN 2440.78
Steel lubes medium welght hlpe suiieble (or r r s *
SI 33-1
DIN 2441-78
Steel tubes, heavy-weightsullaMe lor r & n g
SI 33-1
5 .'i
lo B.S. 21
~ h lmedhn, , h..vy
.
.
... . .. . . Phi . I
Japanese Industrial Standards
Tale
Sld. No. JIS 0 3454
Related foreign standards
Malerial symbol
Cdrton steel pipes lor pressure service
STPG 38.42
Std. No.
Spec lor eledrlc-resistance-welded steel plpe
A. B
ASTM A 53-78
Spff. for welded eand seamless steel pipe
E(A.B). S(A.B)
APi 5L.78
Spec. lor Une pipe
Gr. A.B
BS 3601-74
Steel plpes and lubes for pressure purposes. Carbon sleel: Ordlnary dutles
ERW (320.360.410). S(320.360.410)
BS 3602 (1)-78
Steel pipes and tubes lor pressure purposes. Carbon sleet: Hlgh duties
ERW (360,410,460) 5 (360.410,460.490 Nb)
DIN 1626(1)-65
Steel pipes, welded, ol unanoyed and lowalloy sleelr lor plplng, apparatus and cmlainers. general spedlkaiions. lay-oul and lnstrud~ons lor applkatlon
.
,
$ :..
'
.
.
.
;
.
Steel plpes, welded. 01 unalloyed and lowalloy sleels ler plping, apparatus and mntainers: plpes for general use (mmmerclal quality): lechnlcalterms 01 dellvery
*if?
~
..
.
DIN 1626(2)-65
.
.
,
:*
1
-.$a
1 ,
.
Material symbol. Grade. Class
ASTM A 135.7%
E ,%' 'th3
..
Title
".$St.
5,
.
:. ...
I'
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.... ,.. :.%ipl -.>.
..
--. ..
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..
,...
.
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St 35. St 37-2
.-.. ~
~
-.
'... .
.i
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-.
-
JIS 0 3455
Carbon stW . l b(or
STS 35.38.42.49
~WP--
JIS 0 3458
sied . l (a I.mPefmm
SlPT 38.42.49
BS 778-66
Steel plpes and jolnts for hydraulic purposes
IS0 2604 (11)-75
Steel pmducls lor pressureplrpasesqualtly reqdrernene-Perl 11: Wronghl seamless Nbles
ASTM A 108-78
Spec. lor seamka cartan.steel plpe lor hlghtomperalure servlce
A.0.C
DIN 17175-79
Seamless lubes of hlgh-IemperaNre steels: technical mndNlons 01 dellvery
St 35.8. St 45.8
DIN 17177-78
E l ~ a l l q r e s l s t a n of n hductlon M e d ateel tubes for elevaledternperatums: lechnkal lerms 01 dellvery
St 37 8 St 42.8
Seamless. ERW
...- -, ;
au-.h p*r. .,
:.-,-t:
.
~-
r.t.
;9;
J a p a n e s e l n d u s l r ~ aS l tandards
SM. No.
Tille
R e l a t e d f o r e i g n standards
Material symbol
Title
S l d No.
11
Material symbol. Qrade. C l a s s
Spec. for electric-fusion(arc).welded steel plale pipe (Sizes in 16 in and over) .
A 245 (A. B. C, D l ASTM A 283.285
Spec. lor eleclm-ludon (arc)-welded sleel plpe (sizes in 4 in and over)
I Nloy steel plpes
ASTM A 21 1-75
Spec. lor spiral-welded steal or Iron pipe
ASTM A 335 76
Spec. for seamless lerritic alloy sleel pipe la high-temperature sewlce
BS 3604 78
Sleel plpes and lubes lor pressure purposes Low and medium alloy sled
DIN 17175-79
Seamless lubes lo hgh.temperalure steels: technlcsl conditions of delovev
DIN 17177-79
Eleclr~callyresislance of induclion welded steel lubes lor elevaled temperatures: lechnlcal terms of dellvery
I
ASTMA570
Steel products lor pressure purposes quallly requirements-PartI1 Wroughlseamless lubes
JIS G 3459
/
Stee products lor pressule pumases luahly req.,~rements.PartIll Eleclr~creslslance aud ~nduclion-welded lubes ASTM A 312-77
Slalnless s W plpes
ASTM A 358 711
Spec, for seamless and welded auslenltic stainle6s steel pipe
SF^ Gspee- twlm &i$.d chromlum nlckel alloy steel plpe lor hlgh temperature sewlce
ASTM A 37677
".
Spec. for seamless auslentle sleel pipa lor high IemDeraturecentral-stallon sewlce
Sleel ptpes and lubes lor pressure p n p o u s AusleMtlc slainiess sleel
ASTM A 333 77
Spec. for seamless and welded sleel pipe lor la lemperalure sewbe
BS 3603-77
Steel plpes and lubes lo, pressure purposes. Camon and alloy sleel low lemperature dclles
I S 0 2604(11)-75
Sleel products lor pressure purposes-quallly requiremenls-Part 11. Wrought seamless tuber
I S 0 2604(111)-75
Sleel producls lor pressure purposes qualily requirements-Part Ill: Electric resistance and induction-Weldedlubes
ASTM A 500.78
Spec for cM-formed welded and heamless carbM sieel ~lmcturallublng in rounds and shapes
temperalure sewice
JIS G 3466
Carbon steel square pipes lor general slrudural purposes
STKR 41. 50
Shaped (A.0.C)
C a r b o n a n d Alloy S t e e l s f o r M a c h l n e S l r u c t u r a l U s e Std. No. Title JIS G 4051
Superseded by
Old symbal
Related lorelgn slandard steels AlSl 1010. BSWOAIO. 045A10. ffiOA10. DIN C10. Ck10. NF XClO AlSl 1012. BS040A12.045Al2.000A12. NF XC12
Cnbm Meel lor marMno M n r l u a l use
AlSl 1015. BS040A15.050Al5.OM)A15, OBOA 15. DIN Cl5. Ck15. rOCTI5 AlSl 1017. BS040A17.050A17. 060A17. OBOA17. NFXCl8
Std. No. Tile
S20C
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--.. .-"
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~
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r-r 5
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RebI.d lorelgn slandard sleek
Md ayrntvl
-by
S20C
-
62X
AlSl 1020. BS 040A20.050A20.080A20.070A20.080A20.DIN C22. rOCT 20
-.
AlSl lW3. BS 040AZ2.050A22.OMMZ2.OBOA22.DIN C22. Ck22 rOCT 20
S25C
S25C
S28C
S28C
AlSl 10.25, BS 060A25.OBOA25. rOCT 25. NF XC25 AlSl 1029, BS 060A27.OBOA27. rOCT 30.30r
S3M:
S30C
AlSl 1030. BS 080A30.000A30.080M30. rOCT 30.33,NF XC32
S33C
S33C
BS 06OA32.080A32,rOCT35.35r
S35C
S35C
AlSl 1035. 1037.85 080AW OBOA35. DIN C35. rOCT35.35~IS0 R W C35e
S38C
S38C
AlSl 1038. BS OBOA37. 080A37. DIN C35, Ck 35.rOCT 40.4OI. NF XC 38
SlOC
SIOC
AlSl IWO. 1039. BS 060A40.080A40.080M40. rOCT40.4W
SUC
SI3C
AlSllW2. 1043. BS 060A42,080A42,8 K. rOCT45.49. NF XC 42
SI5C
WSC
AISI 1045. 1W6. BS 080M46. DIN C45. CK45. rOCT45.45r
SU)(:
W E
AlSl1W5.1M6.1W9. BS 060A47.080A47. DIN C45. CK45. rOCT50. 50r MXC 48
S50C
S50C
AISI 1050.1053. BS WM50. rOCT 50.501
S5X
S5x
AlSl 1055, BS aXIA52. W M 2 . rOCT5550r
S55c
S55C
AlSl1055.1053. BS 07W55. rOST55.5C. NF XC 55. DW C55. Ck!S
heal-mshlhg W b
-and
Japanesa I&Mal
Sland.rd.
Relatad lorslgn atandad s l w b
.,.
Sld. NO, Tine
a+-*
Symb
150 WIII
ISO
AlSl ASTM
BS 970 Pall 4 BS 1449 PaH 4
DIN 17440 DIN 17224
NF A 35-572 NF A 3 5 . 5 ~ - 9 1
rOCT 5632
e.WxVI
JSO43(13b4309.4313M4315.43I7
SUS201
A-2
AISI 201
SWu dal b r a
SUS202
A-3
AlSl202
BS ZB4Sl8
SUS~IJI
14
AISI 301
BS301S21
HD~ m ~ .L.w.~ d steel h
k .nd put-
~OCT 1 2 ~ 1 7 1 e ~ i 4 NF Z12CN17-07
ColdmLd.W...alnl.h..k.ndpln
SU5302
12
AISI 302
BS 302S25
DIN X 12CrNll8E
W m L d m d ¶a t a l s b l p
SUSKU
17
AlSl303
~~303521
DIN
Cold md N M . s s * . . I rtrlp
SUS 3a3s.
17
AlSl J03Se
BS
SWrsalal*kemh
SUS 3n
11
AlSl 304
BSJYS15
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NF7XCNlO-W
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10
AlSl 304L
BS 30(S12
DIN X XrN1189
NF Z6CN18.10
rOCT O3Xl8Hl I
Cold mLd sWlug rteel atma lor Iprtrps
SUS 305
13
AISI 305
BS 305519
DIN X XrNll911
NF Z6CN18-12
swrs.1..I.*rtorrWtps
SUSJIMI1
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NF Z~OCNFIB-oa rOCT 12XlW1OE
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AlSl310S
SUS316
20. 20.
AlSl316
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DIN X XrNlMol6lO
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SUS 316L
18. 19.
AISI 316L
BS316S12
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AlSl 317
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SUS 321
15
AISI 321
BS 321512
DIN X IOCrNmlO
NF Z6CNT18.10
IDCT OBXIWlOT
W S 347
16
AlSl 347
BS 347517
DIN X IOCMINbl89
NF ZECNb18.10
rOCT OBXlWIZB
SUS 384
AlSl384
SUS 385
AlSl 385
SUS XM7
ASTM XM7
NF Z2CND 18-15
NF ZBNCI8.IB
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