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A
StaSec
H xmm
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
J
Angle (
andard ctional Dimen
x B mm x m t
25 x 25 30 x 30 40 x 40 40 x 40 40 x 40 45 x 45 45 x 45 50 x 50 50 x 50 50 x 50 60 x 60 60 x 60 60 x 60 65 x 65 65 x 65 65 x 65 70 x 70 75 x 75 75 x 75 75 x 75 80 x 80 90 x 90 90 x 90 90 x 90 90 x 90
100 x 100 100 x 100 100 x 100 120 x 120 120 x 120 120 x 120 130 x 130 130 x 130 130 x 130 150 x 150 150 x 150 150 x 150 175 x 175 175 x 175 200 x 200 200 x 200 200 x 200 250 x 250 250 x 250
JIS3192 -
(Hot R
sions
mm r1 mm
r2 mm
3 4 2
3 4 2
3 4.5 2
4 4.5 2
5 4.5 3
5 6.5 3
4 6.5 3
4 6.5 3
5 6.5 3
6 6.5 4.
4 6.5 3
5 6.5 3
6 8 4
5 8.5 3
6 8.5 4
8 8.5 6
6 8.5 4
6 8.5 4
9 8.5 6
12 8.5 6
6 8.5 4
6 10 5
7 10 5
10 10 7
13 10 7
7 10 5
13 10 7
10 10 7
8 12 5
11 13 6.
12 13 6.
9 12 6
12 12 8.
15 12 8.
12 14 7
15 14 1
19 14 1
12 15 1
15 15 1
15 17 1
20 17 1
25 17 1
25 24 1
35 24 1
Metric Si
Rolled)
Section
Area UW
m A cm2 K
2 1.427 2 1.727 2 2.336 2 2.336 3 3.755 3 4.302 3 3.492 3 3.892 3 4.802 .5 5.644 3 4.692 3 5.802 4 6.91 3 6.367 4 7.527 6 9.761 4 8.127 4 8.727 6 12.69 6 16.56 4 9.23 5 10.55 5 12.22 7 17 7 21.71 5 13.62 7 24.31 7 19 5 18.76 .5 25.37 .5 27.54 6 22.74 .5 29.76 .5 36.75 7 34.77 0 42.74 0 53.38 1 40.52 1 50.21 2 57.75 2 76 2 93.75 2 119.4 8 162.6
ize
)
Unit Weight
CenGrav
Kg/m Cx =
1.12 0
1.36 0
1.83 1
1.83 1
2.95 1
3.38 1
2.74 1
3.06 1
3.77 1
4.43 1
3.68 1
4.55 1
5.4 5 1
5.91 1
7.66 1
6.38 1
6.85 2
9.96 2
13 2
7.32 2
8.28 2
9.59 2
13.3 2
17 2
10.7 2
19.1 2
14.9 2
14.7 3
19.9 21.6 17.9 3
23.4 3
28.8 3
27.3 4
33.6 4
41.9 31.8 4
39.4 4
45.3 5
59.7 5
73.6 5
93.7 128 7
Inform
ter of vity
GeomInertia
= Cy cm Ix = Iy
cm4
.719 0.79
.844 1.42
1.09 3.53
1.09 3.53
1.17 5.42
1.28 7.91
1.24 6.5
1.37 9.06
1.41 11.1
1.44 12.6
1.61 16
1.66 19.6
1.7 22.7
1.77 25.3
1.81 29.4
1.88 36.8
1.93 37.1
2.06 46.1
2.17 64.4
2.29 81.9
2.18 56.4
2.42 80.7
2.46 93
2.57 125
2.69 156
2.71 129
2.94 220
2.82 175
3.24 258
3.3 340
3.4 367
3.53 366
3.64 467
3.76 568
4.14 740
4.24 888
4.4 109
4.73 117
4.85 144
5.46 218
5.67 282
5.86 342
7.1 695
7.45 911
mative Referen
metrical Momena
y Max Iu
cm4 97 1.26
2 2.26
3 5.6
3 5.6
2 8.59
1 12.5
5 10.3
6 14.4
1 17.5
6 20
25.4
6 31.2
79 36.16
3 40.1
4 46.6
8 58.3
1 58.9
1 73.2
4 102
9 129
4 89.6
7 128
148
5 199
6 248
9 205
0 348
5 278
8 410
0 541
7 583
6 583
7 743
8 902
0 1180
8 1410
0 1730
0 1860
0 2290
0 3470
0 4490
0 5420
0 11000
0 14400
nce
nt of Rad
Min Iv
cm4 Ix =cm
0.332 0.
0.59 0.
1.46 1
1.46 1
2.25 1
3.29 1
2.7 1
3.76 1
4.58 1
5.23 1
6.62 1
8.09 1
9.42 1
10.5 1
12.2 1
15.3 1
15.3 2
19 2
26.7 2
34.5 2
23.2 2
33.4 2
38.3 2
51.7 2
65.3 2
53.2 3
91.1
72 3
106 3
140 3
151 3
150 4
192 3
234 3
304 4
365 4
451 4
480 5
589 5
891 6
1160 6
1410 6
2860 7
3790 7
dius of Gyratio
= Iy
Max Iu
cm .747 0.94
.908 1.14
1.23 1.55
1.23 1.55
1.2 1.51
1.36 1.71
1.36 1.72
1.53 1.92
1.52 1.91
1.5 1.88
1.85 2.33
1.84 2.32
1.82 2.29
1.99 2.51
1.98 2.49
1.94 2.44
2.14 2.69
2.3 2.9
2.25 2.84
2.22 2.79
2.46 3.1
2.77 3.48
2.76 3.48
2.71 3.42
2.68 3.38
3.08 3.88
3 3.78
3.04 3.83
3.71 4.67
3.66 4.62
3.65 4.6
4.01 5.06
3.96 5
3.93 4.95
4.61 5.82
4.56 5.75
4.52 5.69
5.38 6.78
5.35 6.75
6.14 7.75
6.09 7.68
6.04 7.61
7.63 9.62
7.49 9.42
on of Area ZcMoS
Min Iv
cm 0.48 0.58 0.79 0.79 0.77 0.87 0.88 0.98 0.98 0.96 1.19 1.18 1.17 1.28 1.27 1.25 1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.73 1.98 1.94 1.95 2.38 2.35 2.35 2.57 2.54 2.53 2.96 2.92 2.91 3.44 3.48 3.93 3.9
3.88 4.89 4.83
Zx = Zy
cm3
Modulus of Section
0.448 0.661 1.21 1.21 1.91 2.46
2 2.49 3.08 3.55 3.66 4.52 5.28 5.35 6.26 7.96 7.33 8.47 21.1 15.7 9.7 12.3 14.2 19.5 24.8 17.7 31.1 24.4 29.5
39.36 42.68 38.7 49.9 41.6 68.1 82.6 103 91.8 114 150 197 242 388 519
EQUAL ANGLE (Hot Rolled)
S I Z E Weight Kg/m Kg/6m Kg/12m
L 45 x 45 x 4 2.74 16.5 33 L 50 x 50 x 4 3.06 18.5 37 L 50 x 50 x 5 3.77 22.62 45.24 L 60 x 60 x 5 4.55 27.5 55 L 60 x 60 x 6 5.42 32.5 65 L 65 x 65 x 5 5 30 60 L 65 x 65 x 6 5.91 35.5 71 L 70 x 70 x 6 6.38 38.5 77 L 70 x 70 x 7 7.38 44.5 89 L 75 x 75 x 6 6.85 41 82 L 90 x 90 x 6 8.28 49.5 99 L 90 x 90 x 7 9.6 58 115 L 90 x 90 x 8 10.8 65 130 L 90 x 90 x 9 12.2 73 146 L 90 x 90 x 10 13.3 80 160 L 90 x 90 x 13 17 102 204 L 100 x 100 x 7 10.7 64 128 L 100 x 100 x 8 12.1 73 146 L 100 x 100 x 9 13.5 81 162 L 100 x 100 x 10 14.9 89.5 179 L 100 x 100 x 12 17.8 107 214 L 100 x 100 x 13 19.1 114.6 229 L 120 x 120 x 8 14.7 88 176 L 120 x 120 x 10 18.2 109 218 L 120 x 120 x 11 19.9 119.5 239 L 120 x 120 x 12 21.6 130 260 L 130 x 130 x 9 17.9 107.5 215 L 130 x 130 x 10 19.7 118 236 L 130 x 130 x 12 23.4 140.5 281 L 150 x 150 x 10 23 138 276 L 150 x 150 x 12 27.3 164 328 L 150 x 150 x 15 33.6 202 404 L 175 x 175 x 12 31.8 191 382 L 175 x 175 x 15 39.4 236.5 473 L 180 x 180 x 14 38 228 456 L 200 x 200 x 15 45.3 272 544 L 200 x 200 x 20 59.7 358 716 L 200 x 200 x 25 73.6 442 884 L 250 x 250 x 25 93.7 562 1124 L 250 x 250 x 35 128 768 1536
UNEQUAL ANGLE (Hot Rolled)
S I Z E Weight Kg/m Kg/6m Kg/12m
L 125 x 75 x 8 12.2 73 146 L 125 x 75 x 9 13.49 81 162 L 125 x 75 x 10 14.9 89 178 L 150 x 90 x 9 16.4 98.5 197 L 150 x 90 x 10 18.1 109 218 L 150 x 90 x 12 21.6 129.5 259
Sect
Orig
mm
100
150
150
200
200
250
250
300
300
350
350
400
450
500
600
588
400
700
800
St
No
Dimm
10
12
15
15
17
20
25
30
35
40
tional Index ginal Cell For
m mm
x 100 150 x 10
x 75 225 x 75
x 150 225 x 15
x 100 300 x 10
300 x 99
x 200 300 x 20
x 125 375 x 12
375 x 12
x 250 375 x 25
x 150 450 x 15
450 x 14
x 300 450 x 30
x 175 525 x 17
525 x 17
x 350 525 x 35
x 200 600 x 20
600 x 19
x 200 675 x 20
x 200 750 x 20
x 200 900 x 20
x 300 900 x 30
x 400 600 x 40
x 300 1050 x 300
x 300 1200 x 300
tandard Section
ominal H
imensional m mm
00 x 100 1010
25 x 125 1212
50 x 100 1510
50 x 150 1515
75 x 175 1717
00 x 200 2020
50 x 250 2525
00 x 300 3030
50 x 350 3535
00 x 400 4040
ght
rm Wei Origi
H
Kg/m mm
00 16.27 100 5 12.78 150 50 29.75 150 00 19.44 200 9 16.54 198 00 47.1 200 25 26.98 250 24 23.33 248 50 68.32 250 50 33.55 300 49 29.17 298 00 88.76 300 75 45.11 350 74 37.65 346 50 129.25 350 00 59.94 400 99 51.37 396 00 68.66 450 00 80.28 500 00 94.11 600 00 136.46 588 00 162.21 400
165.42 700
185.76 800
nal Dimension
x B t1
m mm
00 x 00 6
25 x 25 6.5
50 x 00 6
50 x 50 7
75 x 75 7.5
00 x 00 8
50 x 50 9
00 x 00 10
50 x 50 12
00 x 00 13
Depth of Section W
inal Cell Form
H DC m mm
150 10
225 75
225 15
300 10
300 99
300 20
375 12
375 12
375 25
450 15
450 14
450 30
525 17
525 17
525 35
600 20
600 19
675 20
750 20
900 20
900 30
600 40
1050 30
1200 30
n
t2
mm
8
9
9
10
11
12
14
15
19
21
Width of Thic
Section Web
B t1 mm mm
00 6 5 5 50 7 00 5.5 9 4.5 00 8 25 6 24 5 50 9 50 6.5 49 5.5 00 10 75 7 74 6 50 12 00 8 99 7 00 9 00 10 00 11 00 12 00 13 00 13
00 14
Sect
Are
r A
mm cm2
10 21.9
10 30.3
11 26.8
11 40.1
12 51.2
13 63.5
16 92.1
18 119
20 173
22 218
ckness
Corner
Flange Radius
t2 r
mm mm
8 10
7 8
10 11
8 11
7 11
12 13
9 12
8 12
14 16
9 13
8 13
15 18
11 14
9 14
19 20
13 16
11 16
14 18
16 20
17 22
20 28
21 22
24 28
26 28
tion
ea Unit
Weight
2 kg/m
90 17.20
31 23.80
84 21.10
14 31.50
21 40.20
53 49.90
18 72.40
9.80 94.00
.9 137.00
.7 172.00
C
C
H
H
Depth of Cell Form
DepCell
Hole T
Ds Dt
mm m
103 23
155 35
155 35
206 47
210 45
206 47
258 59
262 57
258 59
309 70
313 68
309 70
361 82
369 78
361 82
412 94
421 90
464 106
515 117
618 141
643 128
412 94
722 164
825 188
Geometrica
Moment Of
lx cm4 ly
383 1
847 2
1,020 1
1,640 5
2,880 9
4,720 1
10,800 3
20,400 6
40,300 1
66,600 2
Cell F
Cell Form
H-Bea
H-Beam -
pth of Form
Depth Between
Tee Flanges
tee Dbflange
mm mm
134 2
211 2
205 4
284 3
286 2
276 7
357 4
359 3
347 1
432 5
434 4
420 1
503 7
507 6
487 1
574 1
578 8
647 1
718 1
866 1
860 2
558 2
1002 2
1148 3
Info
al Radiu
f Inertia Gyra
y cm4 ix cm
34 4.18
293 5.29
51 6.17
63 6.39
984 7.50
,600 8.62
,650 10.80
6,750 13.10
3,600 15.20
22,400 17.50
orm
m - JISG 3
am
- JIS G319
Section Area
Max Min
Gross Net
cm2 cm2
25 18.8
21.7 14
45.6 34.7
32.8 21.5
27.9 18.4
71.8 55.3
45.4 29.9
39.2 26.1
103.8 80.6
56.8 36.7
49.4 32.2
135.3 104.3
75.8 50.5
63.8 41.6
195.5 152.3
100.6 67.6
86.9 57.4
117.6 75.9
140 88.4
168.4 100.4
231.1 153.9
245.5 191.9
282.4 188.6
325.1 209.7
rmative Refere
us Of
ation Of Area
m iy cm
2.47
3.11
2.37
3.75
4.38
5.02
0 6.29
0 7.51
0 8.84
0 10.10
101
92
Moment of Ine
IX IY
cm4 cm
908.9 134 1586.2 49.5 3897.8 563 4322.8 134 3732.3 114 11159.9 1600 9516.5 294 8351.7 255 25510.2 3650 16943.9 508 14905.3 442 47919.5 6750 31912.4 984 26499.6 792 95108.4 13599.
55799 1740 47743 1450 78909.5 1870 113123.5 2140 184605.2 2279.9
286789.2 9019.9
157075.6 22399.
473991 10799.
691563.8 11699.
ence
Modulus Of
Section Zx cm3 Zy
76.50 26
136.00 47
138.00 30
219.00 75
330.00 11
472.00 16
867.00 29
1,360.00 45
2,300.00 77
3,330.00 11
ertia Radius of
Y iX m4 cm
7 10.7 10.6 14.2 14.2 14.2 17.8 17.9 17.8 21.5 21.5 21.4 25.1 25.2
9 25 28.7 28.8 32.2 35.8
42.9 43.2 9 28.6 9 50.1
8 57.4
y cm3
.7
.00
.10
.10
2.00
0.00
2.00
0.00
6.00
20.00
f Gyration Modu
iY ZX
cm cm
2.7 121.2
1.9 141
4 346.5
2.5 288.2
2.5 248.8
5.4 744
3.1 507.5
3.1 445.4
6.7 1360.
3.7 753.1
3.7 662.5
8 2129.
4.4 1215.
4.4 1009.
9.5 3623.
5.1 1860
5 1591.
5 2338.
4.9 3016.
4.8 4102.
7.7 6373.
10.8 5235.
7.6 7028.
7.5 11526
ulus of Section
X ZY
m3 cm3
2 26.8
13.2
75.1
2 26.8
8 23
160
47
4 41.1
5 292
67.7
59.3
8 450
7 112.5
5 91
2 777.1
174
4 145.7
1 187
6 214
3 228
1 601.3
9 1120
4 720
6.1 780
Sect
Orig
mm
100
150
150
200
200
250
250
300
300
350
350
400
450
500
600
588
400
700
800
Sec
mm
K 1
K 2
K 1
K 2
K 2
K 3
K 2
K 3
K 3
K 4
K 3
K 4
K 5
K 6
K 5
K 7
K 8
tional Index ginal Caste
m mm
x 100 150 x
x 75 225 x
x 150 225 x
x 100 300 x
297 x
x 200 300 x
x 125 375 x
372 x
x 250 375 x
x 150 450 x
447 x
x 300 450 x
x 175 525 x
519 x
x 350 525 x
x 200 600 x
594 x
x 200 675 x
x 200 750 x
x 200 900 x
x 300 882 x
x 400 600 x
x 300 1050
x 300 1200
ctional Index H
m m
150 x 75 200 x 100 198 x 99 250 x 125 248 x 124 300 x 150 298 x 149 350 x 175 346 x 174 400 x 200 396 x 199 450 x 200 500 x 200 600 x 200 588 x 300 700 x 300 800 x 300
Weight
ellated
Kg/m
x 100 17.2 x 75 14 x 150 31.5 x 100 21.3 x 99 18.2 x 200 49.9 x 125 29.6 x 124 25.7 x 250 72.4 x 150 36.7 x 149 32 x 300 94 x 175 49.6 x 174 41.4 x 350 137 x 200 66 x 199 56.6 x 200 76 x 200 89.6 x 200 106 x 300 151 x 400 172
0 x 300 185 0 x 300 210
Standa
Depth of Section
W
H B mm mm
150 200 198 250 248 300 298 350 346 400 396 450 500 600 588 700 800
Depth of Section
Original Castellat
H DC mm mm
100 150 150 225 150 225 200 300 198 297 200 300 250 375 248 372 250 375 300 450 298 447 300 450 350 525 346 519 350 525 400 600 396 594 450 675 500 750 600 900 588 882 400 600 700 1050 800 1200
ard Sectional im
Width of Section Web
t1 m mm
75 5
100 5
99 4
125 6
124 5
150 6
149 5
175 7
174 6
200 8
199 7
200 9
200 1
200 1
300 1
300 1
300 1
n Width of
ted Section
B mm
100 75 150 100 99 200 125 124 250 150 149 300 175 174 350 200 199 200 200 200 300 400 300 300
ension
Thickness b Flang
t2 mm 5 7 .5 8
4.5 7 6 9 5 8
6.5 9 .5 8 7 11 6 9 8 13 7 11 9 14 10 16 11 17 12 20 13 24 14 26
Thickness
Web Flange
t1 t2
mm mm
6 8
5 7
7 10
5.5 8
4.5 7
8 12
6 9
5 8
9 14
6.5 9
5.5 8
10 15
7 11
6 9
12 19
8 13
7 11
9 14
10 16
11 17
12 20
13 21
13 24
14 26
CornerRadiusge
r
mm
8
11
11
12
12
13
13
14
14
16
16
18
20
22
28
28
28
Kin
King
Corner Depth o
Castellate
Radius Hole
r Ds
mm mm
10 105
8 154
11 154
11 205
11 202
13 205
12 254
12 253
16 254
13 305
13 302
18 305
14 354
14 350
20 354
16 405
16 401
18 454
20 505
22 605
28 593
22 405
28 705
28 805
Sectional Area r
s
A
cm2 k
35.7
54.32
46.36
75.32
65.36
93.56
81.6
126.28
105.36
168.24
144.32
193.52
228.4
268.8
385
471
534.8
Hon
Hone
ng Cro
g Cross - J
of ed
Depth of Castellated
Tee
Dtee
mm
22.5
35.5
35.5
47.5
47.5
47.5
60.5
59.5
60.5
72.5
72.5
72.5
85.5
84.5
85.5
97.5
96.5
110.5
122.5
147.5
144.5
97.5
172.5
197.5
Unit Weight
IX
kg/m cm4
28
42.6
36.4
59.2
51.4
73.4
64
99.2
82.8
132
113.2
152
179.2
212
302
369.7 2
419.8 3
ney Co
ey Comb -
oss
JIS 3101
Depth Between
Flanges M
Dbflange Gro
mm cm
134 24.9
211 21.6
205 45.39
284 32.66
283 27.64
276 71.53
357 45.16
356 38.88
347 103.4
432 56.53
431 49
420 134.8
503 75.39
501 63.06
487 194.9
574 100.1
572 86.02
647 117.0
718 139.2
866 167.4
842 227.7
558 244.7
1002 281
1148 323.4
Geometrical Mof Inertia
IY
cm
716
1,974
1,694
4,344
3,765
7,718
6,762
14,554
11,892
25,440
21,450
35,370
29,940
79,880
127,020
211,800
303,700
omb
- JIS 3101
Section Area Max Min
oss Net m2 cm2
18.57 13.85
9 34.54 6 21.36 4 18.5 3 55.09 6 29.86 8 26.21 43 80.48 3 36.67
32.33 8 104.25 9 50.54 6 42
9 152.3 12 67.68 2 57.92 01 76.06 2 88.65 4 100.8 78 156.56 7 191.99
189.29 4 210.63
Informa
Moment a
R
Y iX
m4 cm
767
2,095
1,778
4,567
3,924
8,073
7,024
15,128 12,321 26,519 22,267 36,851 52,189 83,229 132,585 220,791 315,027
1
Moment of Inertia
IX IY cm4 cm4
905.3 134 1579.7 49.5 3889.6 563 4306.8 134 3643.9 114 11139 1600.1
9491.5 294.1
8189.6 255 25477.5 3650.2
16895.1 508.1
14664 442 47854.8 6750.3
31847.5 984.1
25819.2 792.1
95013.1 13600.
55683.6 1740.2
46656.1 1450.1
78747.4 1870.3
122855.7 2140.5
184103 2280.8
274532.9 9021 156913.2 22400.
473222.7 10801.
690341.9 11702.
ative Reference
Radius of Gyratiof Area
iY
m cm
4.48 4
6.03 6
6.04 6
7.59 7
7.59 7
9.08 9
9.1 9
10.75 10
10.62 10
12.3 12
12.19 12
13.52 13
14.79 1
17.24 17
18.16 18
21.21 21
23.83 24
Radius of Gyration
iX iY Z
cm cm c
7 2.7 12
10.7 1.9 14
10.6 4 34
14.2 2.5 28
14 2.5 24
14.2 5.4 74
17.8 3.1 50
17.7 3.1 44
17.8 6.7 13
21.5 3.7 75
21.3 3.7 65
21.4 8 21
25.1 4.4 12
24.8 4.3 99
6 25 9.4 36
28.7 5.1 18
28.4 5 15
32.2 5 23
35.7 4.9 30
42.7 4.8 40
41.9 7.6 62
8 28.6 10.8 52
5 50 7.6 90
2 57.2
ion Moof S
Y ZX
m cm3
4.64 95.4
6.21 197.4
6.23 171.1
7.79 347.5
7.75 303.6
9.29 514.5
9.28 453.8
0.95 831.7
0.62 687.4
2.55 1,272.0
2.19 1,083.3
3.52 1,572.0
5.7 1,997.6
7.24 2,662.7
8.16 4,320.4
1.65 6,051.4
4.27 7,592.5
Modulus of Section
ZX ZY
cm3 cm3
20.7 26.8
40.4 13.2
45.7 75.1
87.1 26.8
45.4 23
42.6 160
06.2 47
40.3 41.1
58.8 292
50.9 67.7
56.1 59.3
26.9 450
213.2 112.5
95 91
619.5 777.2
856.1 174
570.9 145.7
33.3 187
009.5 214
091.2 228.1
225.2 601.4
230.4 1120
013.8 720.1
odulus Section
ZY
cm3
99.1
203.9
175.6
356.9
310.2
526.9
462.9
847.5
700.0
1,299.9
1,105.1
1,605.7
2,046.6
2,724.4
4,419.5
6,193.3
7,740.2
SecInd
mm
Q 1
Q 2
Q 1
Q 2
Q 2
Q 3
Q 2
Q 3
Q 3
Q 4
Q 3
Q 4
Q 5
Q 6
Q 5
Q 7
Q 8
SecInd
mm
T 5
T 6
T 7
T 7
T 1
T 9
T 8
T 1
T 1
T 1
T 1
T 1
T 1
T 1
T 1
T 1
T 1
T 2
T 1
T 2
T 2
T 2
T 3
T 2
T 3
T 4
Stand
ctional dex
Depthof Sectio
H m mm 150 x 75 150 200 x 100 200 198 x 99 198 250 x 125 250 248 x 124 248 300 x 150 300 298 x 149 298 350 x 175 350 346 x 174 346 400 x 200 400 396 x 199 396 450 x 200 450 500 x 200 500 600 x 200 600 588 x 300 588 700 x 300 700 800 x 300 800
S
ctional dex
DoS
H
m m
50 x 100 5
62.5 x 125 6
75 x 75 7
75 x 150 7
00 x 100 1
99 x 100 9
87.5 x 175 8
00 x 200 1
25 x 125 1
24 x 124 1
25 x 250 1
50 x 150 1
49 x 149 1
50 x 300 1
75 x 175 1
73 x 174 1
75 x 350 1
200 x 200 2
98 x 199 1
200 x 400 2
225 x 200 2
250 x 200 2
300 x 200 3
294 x 300 2
350 x 300 3
400 x 300 4
dard Sectional Di
h
on Width of Section
Thi
We
B t1 mm mm
75 5 100 5.5
99 4.5
125 6 124 5 150 6.5
149 5.5
175 7 174 6 200 8 199 7 200 9 200 10
200 11
300 12
300 13
300 14
Standard Sectiona
Depth f
Section Width oSection
H B mm mm
0 100 2.5 125 5 75 5 150 00 100 9 100 7.5 175 00 200 25 125 24 124 25 250 50 150 49 149 50 300 75 175 73 174 75 350 00 200 98 199 00 400 25 200 50 200 00 200 94 300 50 300 00 300
imension ickness eb
m
al Dimension
of
CRFlange
t2 r
mm m
7 8 7 9 8 9 8 11 9 13 11 14 16 2
17 2
20 2
24 2
26 2
Thic
Web
t1 mm
6 6.5 5 7 5.5 4.5 7.5 8 6 5 9 6.5 5.5 10 7 6 12 8 7 13 9 10 11 12 13 14
Corner Radius
SectiArea
r A
mm cm2
8 26.78
11 40.74
11 34.77
12 56.49
12 49.02
13 70.17
13 61.2
14 94.71
14 79.02
16 126.1
16 108.2
18 145.1
20 171.3
22 201.6
28 288.7
28 353.2
28 401.1
ckness CornRadib Flange
t2 r
mm mm
8 10
9 10
7 8
10 11
8 11
7 11
11 12
12 13
9 12
8 12
14 16
9 13
8 13
15 18
11 14
9 14
19 20
13 16
11 16
21 22
14 18
16 20
17 22
20 28
24 28
26 28
Qu
Quee
T-B
T-Bea
ional a
Unit Weight
C
x
kg/m m
8 21 5
4 32 7
7 27.3 7
9 44.4 9
2 38.5 9
7 55.1 1
48.1 1
1 74.4 1
2 62.1 1
18 99.1 1
24 85 1
14 114 1
3 134.5 1
6 158.3 1
75 226.7 2
25 277.4 24
1 315 2
nerius
SectionalArea
A
cm2
10.95
15.16
8.93
20.07
13.58
11.59
25.61
31.77
18.83
16.34
46.09
23.39
20.4
59.9
31.57
26.34
86.95
42.06
36.08
109.35
48.38
57.1
67.2
96.25
117.75
133.7
een Cr
en Cross -
Beam
am - JIS3
Center of Gravity
y
mm mm
7.3 75
6.6 100
6.1 99
5.9 125
5.4 124
14.7 150
14.2 149
34.5 175
33.3 173
53.9 200
52.8 198
59.3 225
65.2 250
75.7 300
29.7 294
43.7 350
55.1 400
Unit Weight
Cen
y
kg/m mm
8.6 40
11.9 50.
7 57
15.75 61.
10.65 71.
9.1 78.
20.1 72
24.95 82.
14.8 97.
12.85 97.
36.2 104
18.35 115
16 116
47 125
24.8 137
20.7 136
68.85 146
33 157
28.3 156
86 167
38 173
44.8 190
53 221
75.5 233
92.5 274
105 308
ross
JIS 3101
192
Informative Re
y Geometrical Mof Inertia
IX
cm4
691
1,907
1,637
4,197
3,670
7,464
6,545
14,092
11,496
24,570
20,725
34,436
48,871
78,739
122,509
206,406
297,859
nter of Gravity
m
6
3
7
1
7
2
7
4.2
5.9
6.4
5.3
7.5
6
6.4
7.7
6.3
7.9
3.5
0.5
1.6
3.2
4.5
8.3
eference
Moment
IY cm4 310 848 722 1,844 1,599 3,260 2,842 6,096 4,978 10,661 8,984 15,472 20,386 32,097 53,713 86,629 121,518
Infor
GeomMomInerti
IX cm4 16 35 42 66 114 94 114 184 248 207 411 463 393 796 814 678 1515
1395
1193
2470
2155
3210
5786
6695
1201
1878
Radius of Gyrof Area
iX cm 5.08 6.84 6.86 6.82 8.65 10.31 10.34 12.2 12.07 13.95 13.84 15.4 16.89 19.76 20.6 24.17 27.25
rmative Referenc
metrical ment of ia
RadiGyraof A
IY iX cm4 cm 67 1.2
147 1.51
25 2.18
282 1.81
67 2.9
58 2.84
492 2.11
801 2.41
147 3.63
127 3.56
1825 2.98
254 4.45
221 4.39
3378 3.64
492 5.08
396 5.07
6794 4.17
868 5.76
723 5.75
0 11207 4.75
936 6.67
0 1071 7.5
6 1139 9.29
4509 8.34
5 5412 10.1
87 5866 11.8
ration Modof S
iY ZX
cm cm3
3.4 92.1
4.56 190
4.56 165
5.71 335
5.71 296
6.82 497
6.81 439
8.02 805
7.94 664
9.19 1,22
9.11 1,04
10.02 1,53
10.91 1,95
12.62 2,62
13.64 4,16
15.66 5,89
17.41 7,44
ce
ius of ation
Area Moduof Sec
iY ZX
cm cm3
2.47 4
3.11 6.9
1.67 7.4
3.75 10.8
2.22 14.8
2.25 12
4.38 15.8
5.02 22.2
2.79 25.5
2.79 21.2
6.29 39.4
3.29 39.9
3.29 33.7
7.51 63.5
3.95 59.2
3.88 49.9
8.84 103.5
4.54 88.5
4.48 76.3
10.12 147.1
4.4 124.2
4.33 168.5
4.12 261.9
6.84 295.3
6.78 447.3
5 6.62 609.5
dulus Section
ZY
3 cm3
1 53.99
.7 110.72
.3 94.86
.8 192.34
.0 167.62
.6 284.16
.3 248.76
.3 453.30
.5 373.37
28.4 692.79
47.2 588.07
30.5 914.48
54.8 1,234.37
24.6 1,826.74
67.0 2,338.03
97.1 3,555.30
46.3 4,763.91
ulus ction
ZY
cm3
13.4
23.5
6.6
37.6
13.4
11.7
56.2
80.1
23.5
20.5
146
33.8
29.6
225.2
56.3
45.5
388.2
86.8
72.7
560.4
93.6
107.1
113.9
300.6
360.8
391.1
W
Sta
No
Dimmm
450
500
600
600
700
800
900
W
Sta
No
Dimmm
150
150
200
200
250
300
350
400
Welded Beam
andard Section
ominal H x
mensional m mm
0 x 200 450200
0 x 200 500200
0 x 200 600200
0 x 300 588300
0 x 300 700300
0 x 300 800300
0 x 300 900300
Wide Flange
andard Section
ominal H x
mensional m mm
0 x 75 150
0 x 100 150x10
0 x 100 198
200100
0 x 150 194150
0 x 125 248124
250125
0 x 150 298149
300150
0 x 175 346174
350175
0 x 200 396199
400200
m- Accordin
nal Dimension
x B t1
m mm
0 x 0 9
0 x 0 10
0 x 0 11
8 x 0 12
0 x 0 13
0 x 0 14
0 x 0 16
Shape - Ac
nal Dimension
x B t1
m mm
0 x75 5 0 00 6
8 x 99 4.5 0 x 0 5.5 4 x 0 6
8 x 4 5
0 x 5 6 8 x 9 5.5
0 x 0 6.5 6 x 4 6
0 x 5 7 6 x 9 7
0 x 0 8
ng JIS G319
t2 r
mm m
14 1
16 2
17 2
20 2
24 2
26 2
28 2
cording JIS
t2 r
mm m
7 8
9 1
7 1
8 1
9 1
8 1
9 1
8 1
9 1
9 1
11 1
11 1
13 1
92
Sect
Area
r A
mm cm2
18 96.8
20 114.
22 134.
28 192.
28 235.
28 267.
28 309.
S G3192
Sect
Area
r A
mm cm2
8 17.8
11 26.8
11 23.1
11 27.1
12 38.8
12 32.6
12 37.6
13 40.8
13 46.7
14 52.6
14 63.1
16 72.1
16 84.1
ion a Unit
Weight
kg/m
76.00
2 89.60
4 106.00
5 151.00
5 185.00
4 210.00
8 243.00
ion a Unit
Weight
kg/m
5 14.00
4 21.10
8 18.20
6 21.30
0 30.60
8 25.70
6 29.60
0 32.00
8 36.70
8 41.40
4 49.60
6 56.60
66.00
Welde
Welded B
Wid
Wide F
Geometrical
Moment Of
lx cm4 ly
33,500 1,
47,800 2,
77,600 2,
118,000 9,
201,000 10
292,000 11
411,000 12
Geometrical
Moment Of
lx cm4 ly
666 50
1,020 15
1,580 11
1,840 13
2,675 50
3,540 25
4,050 29
6,320 44
7,210 50
11,100 79
13,600 98
20,000 1,
23,700 1,
ed Bea
Beam - JIS
e Flan
Flange - JI
Infor
l Radiu
Inertia Gyrat
y cm4 ix cm
870 18.60
140 20.50
280 24.00
020 24.80
0,800 29.30
1,700 33.00
2,600 36.40
Inform
l Radiu
Inertia Gyrat
y cm4 ix cm
0 6.11
51 6.17
14 8.26
34 8.24
07 8.30
55 10.40
94 10.40
42 12.40
08 12.40
92 14.50
84 14.70
450 16.70
740 16.80
am
S 3192
nge (IW
IS G3192
rmative Refere
us Of
tion Of Area
iy cm
4.40
4.33
4.12
6.85
6.78
6.62
6.39
mative Referen
us Of
tion Of Area
iy cm
1.66
2.37
2.21
2.22
3.60
2.79
2.79
3.29
3.29
3.88
3.95
4.48
4.54
WF)
ence
Modulus Of Section Zx cm3 Zy
1,490.00 187
1,910.00 214
2,590.00 228
4,020.00 601
5,760.00 722
7,290.00 782
9,140.00 843
nce
Modulus Of Section Zx cm3 Zy
8.88 13.
138.00 30.
160.00 23.
184.00 26.
275.80 67.
285.00 41.
324.00 47.
424.00 59.
481.00 67.
641.00 91.
775.00 112
1,010.00 145
1,190.00 174
cm3
7.00
4.00
8.00
1.00
2.00
2.00
3.00
cm3
20
10
00
80
60
10
00
30
70
00
2.00
5.00
4.00
Len
700
900
ST
No
DN
20
25
32
40
50
65
80
100
ngth
00
00
TEEL PIPE
ominal Size O
N NPS D(
3/4" 2
1" 3
1 1/4" 4
1 1/2" 4
2" 6
2 1/2" 7
3" 8
0
4" 1
- ASTM A
Outside Th
Diameter (mm) (m
26.7 2.8
33.4 3.3
42.2 3.5
48.3 3.6
60.3 3.9
73 5.1
88.9 3.1
3.9
4.7
5.4
114.3 3.1
3.9
4.7
5.5
6.0
Size 4.0 x 100 x 44
4.5 x 100 x 44
6.0 x 100 x 44
4.0 x 100 x 44
4.5 x 100 x 44
6.0 x 100 x 44
A 53 (A)
ickness
mm) Sch
87 40 38 40 56 40 68 40 91 40 16 40 18 - 96 - 78 - 49 40 18 - 96 - 78 - 56 - 02 40
42 42 42 42 42 42
Test Pr
Psi
700 700 1200 1200 2300 2500 1290 1600 1930 2220 1000 1250 1500 1750 1900
Stand
ASTMJIS 31
essure
Kg/cm2
49
49
85
85
161
175
91
112
136
156
70
88
105
123
134
Ang
No tab
Brid
Bridge
ER
ERW
dard
M A 572, JIS G131, JIS G 335
gle (Co
ble
dge De
Deck Sta
RW Pip
W Pipe - A
G 3101,52
old For
ck
andards
pe
ASTM A 5
rmed)
3 (A)
)
ERW Pipe - BS 1387:1985 Heavy Series (H)
STEEL PIPE - BS 1387:1985 Heavy Series (H)
Nominal Size Outside diameter T (mm) Wall Thickness
Hydrostatic Test
DN (mm) Thread Size R
Max (mm) Min (mm)
Psi BAR
50 2 60.8 59.8 4.5 730 50
65 21/2 76.6 75.4 4.5 730 50
80 3 89.5 88.1 5.0 730 50
100 4 114.9 113.3 5.4 730 50
125 5 140.6 138.7 5.4 730 50
150 6 166.1 164.1 5.4 730 50
BS 1387:1985 Light (L)
Nominal Size Outside diameter T (mm) Wall Thickness
Hydrostatic Test
DN (mm) Thread Size R
Max (mm) Min (mm)
Psi BAR
20 3/4 27.2 26.6 2.3 730 50
25 1 34.2 33.4 2.9 730 50
32 11/4 42.9 42.1 2.9 730 50
40 11/2 48.8 48 2.9 730 50
50 2 60.8 59.8 3.2 730 50
65 21/2 76.6 75.4 3.2 730 50
80 3 88.7 87.9 3.2 730 50
100 4 114.9 113.3 3.6 730 50
STEEL PIPE - BS EN 10255:2004 (E) Heavy Series (H)
Nominal Size Specified outside Outside diameter Wall Thickness Hydrostatic Test
DN Thread Size diameter Max Min (mm) R (mm) (mm) (mm) T (mm) Psi BAR
50 2 60.3 60.8 59.7 4.5 730 50
65 21/2 76.1 76.6 75.3 4.5 730 50
80 3 88.9 89.5 88 5.0 730 50
100 4 114.3 115 113.1 5.4 730 50
125 5 139.7 140.8 138.5 5.4 730 50
150 6 165.1 166.5 163.9 5.4 730 50
BS EN 10255:2004 (E) Medium Series (M)
Nominal Size Specified outside Outside diameter Wall Thickness Hydrostatic Test
DN Thread Size diameter Max Min (mm) R (mm) (mm) (mm) T (mm) Psi BAR
20 3/4 26.9 27.3 26.5 2.6 730 50
25 1 33.7 34.2 33.3 3.2 730 50
32 11/4 42.4 42.9 42 3.2 730 50
40 11/2 48.3 48.8 47.9 3.2 730 50
50 2 60.3 60.8 59.7 3.6 730 50
65 21/2 76.1 76.6 75.3 3.6 730 50
80 3 88.9 89.5 88 4.0 730 50
100 4 114.3 115 113.1 4.5 730 50
125 5 139.7 140.8 138.5 5.0 730 50
150 6 165.1 166.5 163.9 5.0 730 50
BS EN 10255:2004 (E) Type L
Nominal Size Specified outside Outside diameter Wall Thickness Hydrostatic Test
DN Thread Size diameter Max Min (mm) R (mm) (mm) (mm) T (mm) Psi BAR
20 3/4 26.9 27.3 26.5 2.3 730 50
25 1 33.7 34.2 33.3 2.9 730 50
32 11/4 42.4 42.9 42 2.9 730 50
40 11/2 48.3 48.8 47.9 2.9 730 50
50 2 60.3 60.8 59.7 3.2 730 50
65 21/2 76.1 76.6 75.3 3.2 730 50
80 3 88.9 89.5 88 3.2 730 50
100 4 114.3 115 113.1 3.6 730 50
125 5 139.7 140.8 138.5 4.5 730 50
150 6 165.1 166.5 163.9 4.5 730 50
BS 1387:1985 Medium Series (M)
Nominal Size Outside diameter T (mm) Wall Thickness
Hydrostatic Test
DN (mm) Thread Size R
Max (mm) Min (mm)
Psi BAR
20 3/4 27.2 26.6 2.6 730 50
25 1 34.2 33.4 3.2 730 50
32 11/4 42.9 42.1 3.2 730 50
40 11/2 48.8 48 3.2 730 50
50 2 60.8 59.8 3.6 730 50
65 21/2 76.6 75.4 3.6 730 50
80 3 89.5 88.1 4.0 730 50
100 4 114.9 113.3 4.5 730 50
125 5 140.6 138.7 5.0 730 50
150 6 166.1 164.1 5.0 730 50
BS EN 10255:2004 (E) Type L1
Nominal Size Specified outside Outside diameter Wall Thickness Hydrostatic Test
DN Thread Size diameter Max Min (mm) R (mm) (mm) (mm) T (mm) Psi BAR
20 3/4 26.9 27.3 26.5 2.3 730 50
25 1 33.7 34.2 33.3 2.9 730 50
32 11/4 42.4 42.9 42 2.9 730 50
40 11/2 48.3 48.8 47.9 2.9 730 50
50 2 60.3 60.8 59.7 3.2 730 50
65 21/2 76.1 76.6 75.3 3.2 730 50
80 3 88.9 89.5 88 3.6 730 50
100 4 114.3 115 113.1 4.0 730 50
BS EN 10255:2004 (E) Type L2
Nominal Size Specified outside Outside diameter Wall Thickness Hydrostatic Test
DN Thread Size diameter Max Min (mm) R (mm) (mm) (mm) T (mm) Psi BAR
20 3/4 26.9 27.3 26.5 2.3 730 50
25 1 33.7 34.2 33.3 2.6 730 50
32 11/4 42.4 42.9 42 2.6 730 50
40 11/2 48.3 48.8 47.9 2.9 730 50
50 2 60.3 60.8 59.7 2.9 S 50
65 21/2 76.1 76.6 75.3 3.2 730 50
80 3 88.9 89.5 88 3.2 730 50
100 4 114.3 115 113.1 3.6 730 50
STEEL PIPE - JIS G 3444 STK 290
Nominal Size Outside Diameter (mm)
Thickness (mm)
Cros Sectional Area cm² A B
15 1/2" 21.7 2.0 1.238
20 3/4" 27.2 2.0 1.583
2.3 1.799
25 1" 34 2.3 2.291
32 11/4" 42.7 2.3 2.919
2.5 3.157
40 11/2" 48.6
2.3 3.345
2.5 3.621
2.8 4.029
3.2 4.564
50 2" 60.5 2.3 4.205
3.2 5.760
4.0 7.100
65 21/2" 76.3 2.8 6.495
3.2 7.349
4.0 9.085
80 3" 89.1 2.8 7.591
3.2 8.636
100 4" 114.3 3.2 11.17
3.5 12.18
4.5 15.52
125 5" 139.8
3.6 15.4
4.0 17.07
4.5 19.13
6.0 25.22
150 6" 165.2
4.5 22.72
5.0 25.16
6.0 30.01
7.1 35.26
STEEL PIPE - JIS G 3444 STK 400
Nominal Size Outside Diameter (mm)
Thickness (mm)
Cros Sectional Area cm² A B
40 11/2" 48.6 2.8 4.029
3.2 4.564
50 2" 60.5 3.2 5.760
65
21/2"
76.3
2.8 6.495
3.2 7.349
80 3" 89.1 2.8 7.591
3.2 8.636
100 4" 114.3 3.2 11.17
3.5 12.18
125 5" 139.8
3.6 15.4
4.0 17.07
4.5 19.13
6 25.22
150 6" 165.2
4.5 22.72
5.0 25.16
6.0 30.01
7.1 35.26
ERW Pipe - JIS G 3452 SGP Black And Galvanized Pipe
STEEL PIPE - JIS G 3452 SGP Black And Galvanized Pipe
Nominal Size Outside Diameter (mm)
Thickness (mm)
Test Pressure A B Psi Kgf/cm2
20 3/4'' 27.2 2.8 365 25 25 1'' 34 3.2 365 25 32 1 1/4'' 42.7 3.5 365 25 40 1 1/2" 48.6 3.5 365 25 50 2'' 60.5 3.8 365 25 65 2 1/2" 76.3 4.2 365 25 80 3'' 89.1 4.2 365 25 100 4'' 114.3 4.5 365 25 125 5'' 139.8 4.5 365 25 150 6'' 165.2 5.0 365 25
ERW Pipe - SNI-07-0068-1987 PKB 30
Nominal Size Outside
Diameter (mm)
Thickness (mm)
Cros Sectional Area cm² A B
15 1/2" 21.7 2.0 1.238
20 3/4" 27.2 2.0 1.583 2.3 1.799
25 1" 34 2.3 2.291
32 11/4" 42.7 2.3 2.919 2.8 3.510
40 11/2" 48.6 2.3 3.345 2.8 4.029 3.2 4.564
50 2" 60.5 2.3 4.205 3.2 5.760 4.0 7.100
65 21/2" 76.3 2.8 6.465 3.2 7.439 4.0 9.085
80 3" 89.1 2.8 7.591 3.2 8.936 4.0 10.690
100 4" 114.3
3.2 11.170 3.6 12.520 4.5 15.520 5.6 19.120
125 5" 139.8
3.6 15.400 4.0 17.070 4.5 19.130 6.0 25.220
150 6" 165.2
4.5 22.720 5.0 25.160 6.0 30.010 7.0 34.790
ERW Pipe - JIS G 3454 STPG 370
STEEL PIPE - JIS G 3454 STPG 370
Nominal Size Outside Thickness Test Pressure
DN NPS Diameter (mm)
(mm) Sch Bar Kgf/cm2
20 3/4" 27.2 2.90 40 59 60
25 1" 34 3.40 40 59 60
32 1 1/4" 42.7 3.60 40 59 60
40 1 1/2" 48.6 3.70 40 59 60
50 2" 60.5 3.20 20 34 35
3.90 40 59 60
65 2 1/2" 76.3 4.50 20 34 35
5.20 40 59 60
80 3'' 89.1 4.50 20 34 35
5.50 40 59 60
100 4" 114.3 4.90 20 34 35
6.00 40 59 60
125 5'' 139.8 5.10 20 34 35
6.60 40 59 60
150 6'' 165.2 5.50 20 34 35
7.10 40 59 60
ERW Pipe - SNI-07-0068-1987 PKB 41
Nominal Size Outside
Diameter (mm)
Thickness (mm)
Cros Sectional Area cm² A B
32 11/4'' 42.7 2.8 3.510
40 11/2'' 48.3 2.8 4.029
3.2 4.564
50 2" 60.5 2.3 4.205
3.2 5.760
65 21/2" 76.3 2.8 6.465
3.2 7.349
80 3" 89.1 2.8 7.591
3.2 8.936
100 4" 114.3 3.2 11.170
3.6 12.520
125 5" 139.8
3.6 15.400
4.0 17.070
4.5 19.130
6.0 23.600
150 6" 165.2
4.5 22.720
5.0 25.160
6.0 30.010
7.0 34.790
Typ
ExpOrn
ExpMe
ExpMe
ExpMe
pe
panded namesh
panded Grid esh
panded Merapesh
panded Deco esh
EOM 3035
EOM 3045
EGM 30080 EGM 50075 EGM 50105 EGM 50080 EGM 50110
pi EMM 50050 EMM 30050 EDM 30032
Dimension SWM LWM
(mm) (mm)
22 57 35 76
30 75
25 75
30 75
42 135
45 135
75 200
75 200
25 80
Mesh Size M T Wid
) (mm) (mm
3.0 3.5 3.0 4.5
3.0 8.0
5.0 7.5
5.0 10.5
5.0 8.0
5.0 11.0
5.0 5.0
3.0 5.0
3.0 3.2
Prod. Size
dth L P (
m) (mm) (m
1200 240
1200 240
1200 240
1200 240
5 1200 240
1200 240
0 1200 240
1200 240
1200 240
1200 240
Exp
Expa
F
No
(S)
mm)
00
00
00
00
00
00
00
00
00
00
pande
anded Me
Floor D
o table
ed Mes
sh - JIS G
Deck
sh
G 3131 / AASTM 8300
Specati
JIS
JIS
JIS
JISG 3
JIS
ecifi ion G
G 3131
SP
SP
G 3132
SP
SP
SP
G 3106 SS
3116 SG
G 3113 SA
Standard D
H
JIS G3350
1
1
1
1
1
Grade
PHC
PHD
PHT - 1
PHT - 2
PHT - 3
S 400
G 255
APH 400 (41)
Dimension (mm
H x A x B
150 x 50 x 50
150 x 65 x 65
150 x 75 x 75
175 x 75 x 75
190 x 75 x 75
Product T
Thickness (mm) R
4 - 16
1223>
4 - 16 223>
4 - 16 13
6
4 - 16 13
6
4 - 16 13
6
4 - 19 234>
1
4 - 14 234>
m) Kg/Weit
4 7.44
4.5 8.31
5 9.17
6 10.8
4 8.38
4.5 9.37
5 10.3
6 12.2
4 9.01
4.5 10.0
5 11.1
6 13.2
4 9.79
4.5 10.9
5 12.1
6 14.3
4 10.2
4.5 11.4
5 12.7
6 15.0
Thickness Range (mm) Y
(N.6 <2
- 2 <2.5 2.5 <3.2
.2 <4 >4 2 <2.5
- 2.5 <3.2 .2 <4
>4 .6 <3
- <6 6 <13
.6 <3 - <6
6 <13 .6 <3
- <6 6 <13 2 <3.2
2.2 <5
4 <6.3 >8
.6 - 6 2
2.5 <3.15 2.15 <4
4 <6.3 >6.3 2
/m ight 4
1
7
85 8
7
34 26 1
08 13 2
9
96 11 38 26 49 7
09
Tensi
YS Min. N/mm2)
UTS (N/m
270 m
270 m
275 m
343 m
412 m
50 400
55 400
50 402
35
Floo
Guard R
H
H
ile Test
mm2)
E min (%on 50.8 m
min
29 (50mm29 (50mm29 (50mm31 (50mm31 (50mm
min 33 (50mm35 (50mm37 (50mm39 (50mm
min 32 (50mm35 (50mm
37 (50mm
min 27 (50mm30 (50mm
32 (50mm
min 22 (50mm25 (50mm
27 (50mm
21 (50mm21 (50mm17 (50mm17 (50mm
28 (50mm
34 (50mm35 (50mm36 (50mm24 (50mm
r Deck
Rail - AA
Hot Ro
ot Roll Co
Bend Te%) mm m)
Bending180o 0.5 x t
m) m) m) m) m)
m) m) m) m) Bending
180o Over 3m0.5 x t
m)
m)
m) Bending180o Over 3m1.5 x t
m)
m)
m) Bending180o Over 3m2.0 x t
m)
m)
m) Bending180o 0.5 x t
m) m) m)
m) 180o 1.0
m) Bending180o
1.0 x t
m) m) m)
k
ASHTO M
oll Coil
oil - Spec
est Impact Test AverTemp. (Jo
g -
g
mm -
g
mm -
g
mm -
g -
0 x t -
g -
M180
l (HRC
cification
rage oule)
Applica
CommeQualityDrawinPurpose
DrawinQualityCold Rollabl
WeldedSteel Pi& Tube
WeldedSteel Pi& Tube
WeldedSteel Pi& Tube
For GenStructur
For LPGCylinde
StructurFor Automo
C)
ation
ercial y ng e
ng y
e d ipes es
d ipes es
d ipes es
neral re
G er re
obiles
R
Fothof(5this
Remarks
or he width f 1524mm 5') the min. hickness 5mm
SAPH 440 (45) 4 - 14
2.5 <3.15 305
402
32 (50mm)
Bending 180o 1.0 x t
- Structure For Automobiles
3.15 <4 35 (50mm) 4 <6 36 (50mm)>6 <8 295 36 (200mm) >8 <14 275 24 (200mm)
ASTM A 283 C 6 - 16 - 205 380 - 515 20 (200mm)
For Storage Tank of Low Temp. Use
ASTM A 285 C 6 - 16 - 205 380 - 515 20 (200mm)
For Storage Tank of Low Temp. Use
ASTM A 36 - 4 - 16 - 250 400 - 550 20 (200mm)
For General Structural Application
A. B. S. A up to 12 - 235 400 - 520 22 (5.65VSo) For Use In Ship Construction
B. K. I. A up to 12 - 235 400 - 520 22 (5.65VSo) For Use In Ship Construction
L. R. A up to 12 - 235 400 - 520 22 (5.65VSo) For Use In Ship Construction
ASTM A 572 42 5 - 16 - 290 415 min 20 (200mm) - - For Welded
Construction With Improved Toughness
50 5 - 16 - 345 450 min 18 (200mm) - -
55 5 - 16 - 380 485 min 17 (200mm) - -
ASTM A 516 70 5 - 16 - 260 485 - 620 17 (200mm) - -
For Pressure Vessel Carbon Steel For Moderate & Lower Temp. Service With Improved Notch Toughness
DIN 17100 ST 52.3 5 - 16 <16 355 510 - 630 22 (200mm) 2XT/180o 0o / 27
BS 4360 50 A 5 - 16 <16 355 490 - 640 18 (200mm) - -
Superior Weldability
50 B 5 - 16 <16 355 490 - 640 18 (200mm) - -50 C 5 - 16 <16 355 490 - 640 18 (200mm) - 0oC (27) 50 D 5 - 16 <16 355 490 - 640 18 (200mm) - -20oC (27)
EN 10025 S 355 JR 5 - 16 <16 355 490 - 630 22 (5.65VSo) - -
S 355 JO 5 - 16 <16 355 490 - 630 22 (5.65VSo) - 0oC (27) S 355 J2G3 5 - 16 <16 355 490 - 630 22 (5.65VSo) - -20oC (27)
JIS G 3106
SM 490 A 6 - 16 <16 325 490 - 610 17 (200mm) -
SM 490 B 6 - 16 <16 325 490 - 610 17 (200mm) - 0oC(27) SM 490 C 6 - 16 <16 325 490 - 610 17 (200mm) - 0oC / 47 SM 490 YA 6 - 16 <16 365 490 - 610 15 (200mm) -SM 490 YB 6 - 16 <16 365 490 - 610 15 (200mm) - 0oC (27)
AS 3678 350 6 - 12 >8 <12 360
450 min 18 (200mm) - -
>8 <16 350 250 4 - 16 >8 <12 260
410 min 20 (200mm) - - >8 <16 250
BS 4360
40 A 4 - 16 <16 235 340 - 500 22 (200mm)
-
For General Structure Purpose
For the width of 1524mm (5') the min. thickness is 5mm
40 B 4 - 16 <16 235 340 - 500 22 (200mm) - 40 C 4 - 16 <16 235 340 - 500 22 (200mm) - 0oC (27)
40 D 4 - 16 <16 235 340 - 500 22 (200mm) - 43 A 4 - 16 <16 275 430 - 580 20 (200mm) - -20o (27)
43 B 4 - 16 <16 275 430 - 580 20 (200mm) - 43 C 4 - 16 <16 275 430 - 580 20 (200mm) - 0oC (27) 43 D 4 - 16 <16 275 430 - 580 20 (200mm) - -20oC (27)
DIN 17100 ST 37.2 4 - 19
<16 235
340 - 470
22 (200mm)
1XT/180o 20o / 27 For General Structure Purpose >16 <40 225 21 (200mm)
>40 225 20 (200mm)
EN 10025
S 235 JRG2 4 - 19
<16 235
340 - 470
26 (5.65VSo)
20o / 27 (as per order)
For General Structure Purpose
>16 <40 225 26 (5.65VSo)
>40 <63 215 25 (5.65VSo)
>63 <80 215 24 (5.65VSo)
S 235 JR (only Available For Thick = 25mm)
4 - 19 <16 235
340 - 470
26 (5.65VSo)
- 20o / 27 (as per order)
>16 <40 225 26 (5.65VSo) >40 <63 - 25 (5.65VSo)
>63 <80 - 24 (5.65VSo)
S 235 JO 4 - 19 <16 235
340 - 470
26 (5.65VSo)
- 0oC (27) >16 <40 225 26 (5.65VSo) >40 <63 215 25 (5.65VSo) >63 <80 215 24 (5.65VSo)
S 235 J2G3 4 - 19 <16 235
340 - 470
26 (5.65VSo)
- -20oC (27) >16 <40 225 26 (5.65VSo) >40 <63 215 25 (5.65VSo) >63 <80 215 24 (5.65VSo)
S 275 JR 4 - 19 <16 275
410 - 560
26 (5.65VSo)
- 20o / 27 (as per order)
>16 <40 265 26 (5.65VSo) >40 <63 255 25 (5.65VSo) >63 <80 245 24 (5.65VSo)
S 275 JO 4 - 19 <16 275
410 - 560
26 (5.65VSo)
- 0oC (27) >16 <40 265 26 (5.65VSo) >40 <63 255 25 (5.65VSo) >63 <80 245 24 (5.65VSo)
S 275 J2G3 4 - 19 <16 275
410 - 560
26 (5.65VSo)
- -20oC (27) >16 <40 265 26 (5.65VSo) >40 <63 255 25 (5.65VSo) >63 <80 245 24 (5.65VSo)
Dim
H x
C 1
C 1
C 1
C 1
C 2
mension
x B x C mm
100 x 50 x 20
125 x 50 x 20
150 x 50 x 20
150 x 65 x 20
200 x 75 x 20
Section Area
t mm
A cm2
2 4.54 2.3 5.17 2.5 5.59 2.8 6.2 3 6.61 3.2 7.01 2 5.04 2.3 5.75 2.5 6.21 2.8 6.9 3 7.36 3.2 7.81 2 5.54 2.3 6.32 2.5 6.84 2.8 7.6 3 8.11 3.2 8.61 2 6.14 2.3 7.01 2.5 7.59 2.8 8.44 3 9.01 3.2 9.57 2 7.54 2.3 8.62 2.5 9.34 2.8 10.4 3 11.11 3.2 11.81
Unit Weight
GeoMomIner
Kg/m Ix cm
3.56 71 4.06 81 4.39 87 4.87 95 5.19 101
5.5 106
3.95 120
4.51 136
4.88 147
5.42 162
5.78 172
6.13 181
4.35 185
4.96 210
5.37 226
5.97 250
6.37 265
6.76 280
4.82 218
5.5 248
5.96 267
6.63 295
7.07 314
7.51 332
5.92 467
6.77 531
7.33 573
8.17 636
8.72 676
9.27 716
Inf
ometrical ment of rtia
MSe
m4 IY cm4 Zx
17 14
19 16
20 17
22 19
23 20
24 21
18 19
21 21
22 23
24 25
25 27
27 29
19 24
22 28
23 30
26 3.3
27 35
28 37
36 29
41 33
44 35
48 39
51 41
54 44
56 46
64 53
68 57
75 63
80 67
84 71
formative Refe
odulus of ection
RG
x cm3 ZY cm3 r
4.3 5.4 3
6.1 6 3
7.3 6.5 3
9.1 7.1 3
0.2 7.4 3
.3 7.8 3
9.3 5.5 4
.8 6.2 4
3.5 6.6 4
5.9 7.2 4
7.5 7.6 4
9 8 4
4.7 5.6 5
8 6.3 5
0.2 6.8 5
33 7.4 5
5.4 7.8 5
7.4 8.2 5
9.1 8.3 5
3 9.4 5
5.6 10 5
9.4 11 5
.8 11.6 5
4.2 12.2 5
6.7 10.6 7
3.1 12 7
7.3 12.9 7
3.6 14.2 7
7.6 15 7
.6 15.8 7
Hot R
No table
Cold R
No table
Li
Lip
ference
Radius of Gyration
rx cm rY cm
3.97 1.93
3.95 1.92
3.94 1.9
3.92 1.89
3.91 1.88
3.9 1.87
4.89 1.91
4.87 1.89
4.86 1.88
4.84 1.86
4.83 1.85
4.82 1.84
5.79 1.87
5.77 1.86
5.75 1.85
5.73 1.83
5.72 1.82
5.71 1.81
5.96 2.43
5.94 2.42
5.93 2.41
5.91 2.39
5.9 2.38
5.89 2.37
7.87 2.73
7.85 2.72
7.84 2.71
7.82 2.69
7.8 2.68
7.79 2.67
Roll Pic
Roll C
ipped
pped Chan
Cy cm Center of Gravity
Xo cSheCen
1.87 4.48
1.86 4.46
1.86 4.45
1.86 4.42
1.86 4.41
1.86 4.4
1.69 4.15
1.69 4.12
1.69 4.11
1.69 4.08
1.69 4.07
1.68 4.05
1.55 3.86
1.55 3.84
1.55 3.82
1.54 3.8
1.54 3.78
1.54 3.77
2.12 5.19
2.12 5.16
2.12 5.15
2.12 5.13
2.11 5.11
2.11 5.09
2.2 5.49
2.2 5.47
2.2 5.45
2.2 5.42
2.19 5.41
2.19 5.39
ckled O
Coil (CR
Chane
nnel - JIS
cm ear nter
J cm4
Torsion Constant
8 605
6 912
5 1164
2 1621
1 1982
2392
5 672
2 1013
1 1295
8 1804
7 2207
5 2665
6 738
4 1115
2 1425
1987
8 2432
7 2938
9 818
6 1236
5 1581
3 2207
1 2702
9 3265
9 1005
7 1520
5 1946
2 2719
1 3332
9 4030
Oil (H
RC)
el
G 3131 /
CW cm6
Warping Constant
444
496
528
574
603
630
675
755
805
877
922
965
971
1088
1162
1267
1334
1398
1784
2006
2148
2352
2482
2608
4571
5159
5537
6085
6437
6779
HRPO)
ASTM 8330
Li
C 1
C 1
C 1
C 1
C 2
SIZ
b mm
80 80 80 80 80 80 80 80 80 80 80 80 80 80 85 85 85 85 85 85 85 85 100
100
100
100
100
100
100
100
100
150
150
150
150
200
200
200
ipped Cha
Dimension
H x B x C
mm
100 x 50 x 20
125 x 50 x 20
150 x 50 x 20
150 x 65 x 20
200 x 75 x 20
ZE t WANO
h m mm mm
100 2.0
100 2.5
100 3.0
100 3.5
100 4.0
100 4.5
100 5.0
100 5.5
120 3.0
120 3.5
120 4.0
120 4.5
120 5.0
120 5.5
95 2 95 2.5
95 3.0
95 3.5
95 4.0
95 4.5
95 5.0
95 5.5
0 150 4.0
0 150 6.0
0 150 8.0
0 200 4.0
0 200 6.0
0 200 8.0
0 300 6.0
0 300 8.0
0 300 12
0 250 4.0
0 250 6.0
0 250 8.0
0 250 12
0 300 6.0
0 300 8.0
0 300 12
annel - SN
SeA
t
mm c
2 4.44
2.3 5.17
2.8 6.2
3.2 7.0
2.3 5.75
3.2 7.8
2.3 6.32
3.2 8.6
2.3 7.0
3.2 9.57
3.2 11.8
ALL OM.
WEI
m kg/m
0 5.45
5 6.74
0 8.01
5 9.26
0 10.48
5 11.67
0 12.84
5 13.98
0 8.96
5 10.36
0 11.73
5 13.08
0 14.4
5 15.7
5.45
5 6.74
0 8.01
5 9.26
0 10.48
5 11.67
0 12.84
5 13.98
0 14.87
0 21.69
0 27.66
0 18.0
0 26.40
0 33.94
0 35.82
0 46.50
.0 65.98
0 24.29
0 35.82
0 46.50
.0 65.98
0 45.24
0 59.06
.0 84.82
NI 07-013
ection Area Uni
Weig
A
cm2 Kg/m
4 3.56 7 4.06 1 4.87 1 5.5 5 4.51 1 6.13 2 4.96 1 6.76 1 5.5 7 7.51 81 9.27
IGHT AR
mm cm
10
12
14
16
8 18
7 20
4 22
8 24
23
6 26
3 29
8 32
1 35
1 38
96
11
13
15
8 17
7 19
4 20
8 22
7 59
9 83
6 10
1 11
0 17
4 20
2 47
0 59
8 78
9 26
2 38
0 48
8 64
4 73
6 93
2 12
8-1987
it ght
GeomeMom
of Ine
Ix m cm4
71 81 95 106 136 181 210 280 248 332 716
REA
MOOF
IX
m2 cm
03.8 6.9
26.9 8.5
48.8 10
69.7 11
89.5 13
08.2 14
25.9 16
42.6 17
30.2 11
63.1 13
94.6 14
24.6 16
53.1 18
80.3 20
6.4 6.9
17.7 8.5
38.1 10
57.4 11
75.8 13
93.1 14
09.5 16
25.0 17
94.6 18
34.6 27
008.0 35
199.6 22
703.2 33
090.6 43
776.5 45
977.2 59
806.8 84
696.8 30
885.3 45
885.3 59
456.9 84
369.9 57
388.6 75
2786.3 10
etrical ment
M
ertia IY Zx
cm4 cm
17 14.3
19 16.1
22 19.1
24 21.3
21 21.8
27 29
22 28
28 37.4
41 33
54 44.2
84 71.6
OMENT F INERTIA
Iy
m4 cm4
94 73.9
59 90.2
0.21 105.6
.79 120.3
.35 134.2
4.87 147.3
.36 159.6
.81 171.2
.41 123.4
.19 140.8
4.95 157.3
.67 172.9
.36 187.8
0.01 201.8
94 81.3
59 99.3
0.21 116.4
.79 132.7
.35 148.0
4.87 162.5
.36 176.2
.81 189.1
.95 318.6
.63 444.2
.24 535.6
.95 410.8
.63 576.9
.24 705.3
.63 842.3
.24 1044
4.05 1343
0.95 1234
.63 1768
.24 2219
4.05 2925
.63 3962
.64 5041
08.05 6853
Recta
Rectangu
Informa
Modulus of
Section
x ZY
m3 cm3
5.4
6
7.1
7.8
6.2
8
6.3
8.2
9.4
12.2
15.8
PROPE
RADIUOF GYR
ix
cm
3.87
3.84
6 3.82
3 3.79
2 3.77
3 3.74
6 3.72
2 3.69
4 4.49
8 4.47
3 4.44
9 4.41
8 4.39
8 4.36
3.73
3.70
4 3.68
7 3.65
0 3.63
5 3.60
2 3.58
1 3.55
6 5.60
2 5.50
6 5.35
8 7.23
9 7.12
3 6.95
3 10.23
.7 10.04
.0 9.64
.2 9.33
.3 9.23
.1 9.08
.1 8.76
.1 11.31
.4 11.17
.2 10.88
angula
ular Pipe
ative Referen
Radius of
Gyration
rx rY
cm cm
3.97 1.93
3.95 1.92
3.92 1.89
3.9 1.87
4.87 1.89
4.82 1.84
5.77 1.86
5.71 1.81
5.94 2.42
5.89 2.37
7.79 2.67
ERTIES US
RATION MOOF
iy Zx
cm cm3
3.26 20.7
3.24 25.3
3.22 29.7
3.19 33.9
3.17 37.8
3.15 41.6
3.12 45.
3.10 48.5
3.29 38.3
3.27 43.8
3.24 49.0
3.22 54.0
3.20 58.8
3.18 63.3
3.42 20.2
3.40 24.7
3.38 29.0
3.35 33.
3.33 37.0
3.31 40.6
3.28 44.
3.26 47.3
4.10 79.2
4.01 111
3.90 134
4.23 119
4.14 170
4.04 209
4.30 318
4.20 398
4.00 520
6.32 215
6.23 310
6.12 390
5.90 516
8.29 491
8.19 625
7.96 852
ar Pipe
nce
Center of
Cy
Gravity Y
m cm
1.87
1.86
1.86
1.86
1.69
1.68
1.55
1.54
2.12
2.11
2.19
ODULUS SECTION
Zy
3 cm3
76 18.47
37 22.54
76 26.41
93 30.07
89 33.54
64 36.81
18 39.90
53 42.80
36 30.86
85 35.20
09 39.32
09 43.23
85 46.94
38 50.45
29 19.14
79 23.37
07 27.40
14 31.21
00 34.83
66 38.24
11 41.47
37 44.50
28 63.71
1.28 88.83
4.40 107.12
9.96 82.15
0.32 115.38
9.06 141.06
8.43 168.47
8.48 208.95
0.45 268.6
5.74 164.56
0.83 235.77
0.83 295.88
6.55 390.0
1.33 396.2
5.91 504.14
2.42 685.32
e
Shear Tor
Xo
Center J
Con
cm cm
4.48 605
4.46 912
4.42 1621
4.4 2392
4.12 1013
4.05 2665
3.84 1115
3.77 2938
5.16 1236
5.09 3265
5.39 4030
PLASTIMODUL
Zplx cm3 24.38 29.98 35.39 40.60 45.62 50.44 55.09 59.54 46.19 53.09 59.76 66.21 72.44 78.45 23.60 29.02 34.25 39.29 44.15 48.82 53.31 57.62 95.66 136.67
2 169.13 148.03
8 213.25 6 267.23 7 411.41 5 523.42 1 710.18 6 259.60 7 378.03 8 482.13 1 657.86 1 587.81 4 757.02 2 1055.78
rsion Warpin
J nstant
CW
Constan
m4 cm6
444 496 1 574 2 630 3 755 5 965 5 1088 8 1398 6 2006 5 2608 0 6779
C LUS
Zply cm3 20.97 25.77 30.40 34.86 39.15 43.27 47.23 51.03 35.02 40.21 45.23 50.07 54.73 59.22 21.90 26.92 31.76 36.42 40.92 45.23 49.38 53.36 72.50 103.29 127.84 91.70 131.49 164.64 187.89 238.24 320.90 183.26 266.27 339.53 463.22 446.05 574.43
801.14
ng
nt
TORSIAL
INER TIA J
ML
cm4 c
134.59 2
165.84 3
196.12 4
225.44 4
253.79 5
281.16 5
307.55 6
332.95 6
255.47 5
293.94 5
331.24 6
367.34 7
402.27 7
436.00 8
137.24 2
169.15 3
200.09 4
230.05 4
259.04 5
287.05 5
314.07 6
340.11 6
661.63 1
948.34 1
1205.89 1
985.38 1
1417.03 2
1810.72 2
2403.46 3
3080.34 3
4177.46 5
2664.68 2
3885.80 3
5050.45 5
7088.46 6
8115.23 6
10626.50 8
15235.56 1
MODULUS C
m3
29.24
5.73
41.91
47.79
53.38
58.69
63.72
68.48
50.80
58.03
64.93
71.51
77.77
83.73
29.54
6.10
42.36
48.31
53.97
59.35
64.46
69.29
04.94
47.07
81.85
41.81
200.10
249.60
06.21
85.24
508.49
275.38
95.65
503.96
684.43
651.24
838.38
167.14
Typ
R 7(Ro
R 9(Ro
R 9(Ro
W (W
TA
OutDiam
inch
8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 W
OD
pe
Panel Thickn
mm 700 oof)
0.4 0.45 0.5 0.55
945 oof)
0.4 0.45 0.5 0.55
950 oof)
0.4 0.45 0.5 0.55
950 Wall)
0.4 0.45 0.5 0.55
ABLE WEI
tside meter h mm
203.2 254 304.8 355.6 406.4 457.2 508 558.8 609.6 660.4 711.2 762 812.8 863.6 914.4 965.2 10116 1066.8 1117.6 1168.4 1219.2 1270 1320.8 1371.6 1422.4 1473.2 1524 1574.8 1625.6
Weight/M (K
D = Outside
Zincalume
ness Weight
Kg/m2 3.31 3.7 4.1 4.49 3.31 3.7 4.1 4.49 3.31 3.7 4.1 4.49 3.31 3.7 4.1 4.49
GHT OF SP
Thickness 6 8 29.18 38.51
36.69 48.53
44.21 58.55
51.73 68.57
59.24 78.60
66.76 88.62
74.28 98.64
81.79 108.6
89.31 118.6
96.83 128.7
104.34 138.7
111.86 148.7
119.37 158.7
126.89 168.7
134.41 178.8
141.92 188.8
149.44 198.8
156.96 208.8
164.47 218.9
171.99 228.9
179.51 238.9
187.02 248.9
194.54 258.9
202.05 269.0
209.57 279.0
217.09 289.0
224.60 299.0
232.12 309.1
239.64 319.1
Kg/M) = (OD
e Diameter
e
PaneThic
Kg/m' mm
3.03 0.4 3.38 0.45
3.75 0.5 4.1 0.5 3.97 0.4 4.44 0.45
4.92 0.5 5.39 0.55
3.97 0.4 4.44 0.45
4.92 0.5 5.39 0.55
3.97 0.4 4.44 0.45
4.92 0.5 5.39 0.55
PIRAL WE
9 1 43.10 3 54.38 5 65.65 7 76.92 0 88.20 2 99.47 4 110.75 66 122.02 68 133.30 71 144.57 73 155.85 75 167.12 77 178.40 79 189.67 81 200.94 84 212.22 86 223.49 88 234.77 9 246.04 92 257.32 95 268.59 97 279.87 99 291.14 01 302.42 03 313.69 05 324.96 08 336.24 10 347.51 12 358.79 D-T) x T x 0
(mm), T = T
Colorb
el ckness
Weight
Kg/m2
3.37 5 3.76
4.16 4.55 3.37
5 3.76 4.16
5 4.55 3.37
5 3.76 4.16
5 4.55 4.75
5 5.25 5.76
5 6.24
ELDED PIPE
10 1
47.64 52
60.17 65
72.70 79
85.22 93
97.75 10
110.28 12
122.81 13
135.33 14
147.86 16
160.39 17
172.92 18
185.44 20
197.97 2
210.50 23
223.03 24
235.55 25
248.08 27
260.61 28
273.13 30
285.66 3
298.19 32
310.72 34
323.24 35
335.77 36
348.30 38
360.83 39
373.35 4
385.88 42
398.41 43
0.2466
Thickness (
bond
t
Kg/m'
3.08
3.44
3.8
4.16
4.04
4.51
4.99
5.46
4.04
4.51
4.99
5.46
4.04
4.51
4.99
5.46
E Kg/Mtr
1 12
2.14 56.58
5.92 71.61
9.70 86.61
3.48 101.68
07.26 116.71
21.04 131.74
34.82 146.78
48.60 161.81
62.38 176.84
76.16 191.87
89.94 206.91
03.72 221.94
17.50 236.97
31.28 252.01
45.06 267.04
58.84 282.07
72.62 297.10
86.40 312.15
00.18 327.17
13.96 342.2
27.74 357.23
41.52 372.27
55.30 387.30
69.08 402.33
82.86 417.37
96.64 432.40
10.42 447.43
24.20 462.46
37.98 477.50
(mm)
S
pi
12.7
59.66
75.57
91.48
8 107.39
1 123.30
4 139.21
8 155.12
1 171.03
4 186.94
7 202.85
1 218.76
4 234.67
7 250.58
1 266.49
4 282.40
7 298.31
0 314.22
5 330.13
7 346.03
361.94
3 377.85
7 393.76
0 409.67
3 425.58
7 441.49
0 457.40
3 489.22
6 489.22
0 505.13
R
R
Spiral P
iral Pipe
13 14
60.97 65.3
77.26 82.8
93.55 100
109.83 117
126.12 135
142.40 153
158.69 170
174.97 188
191.26 205
207.54 223
223.83 240
240.11 258
256.40 275
272.69 293
288.97 310
305.26 328
321.54 345
337.83 363
354.11 381
370.40 398
386.68 416
402.97 433
419.25 451
435.54 468
451.83 486
468.11 503
484.40 521
500.68 538
516.97 556
Roof &
Roof & W
Pipe
15
32 69.62
86 88.41
0.40 107.2
7.93 125.99
5.47 144.78
3.01 163.57
0.55 182.36
8.09 201.15
5.62 219.94
3.16 238.73
0.70 257.52
8.24 276.32
5.78 295.11
3.32 313.90
0.85 332.69
8.38 351.48
5.93 370.27
3.47 389.06
1.01 407.85
8.55 426.64
6.08 445.43
3.62 464.22
1.16 483.02
8.70 501.81
6.24 520.60
3.77 539.39
1.31 558.18
8.85 276.97
6.39 595.76
& Wal
Wall Sheet
16
73.86 93.91 113.95 133.99 154.04 174.08 194.12 214.17 234.21 254.25 274.30 294.34 314.39 334.43 354.44 374.52 394.56 414.60 434.65 454.69 474.74 494.79 514.82 534.87 554.91 574.95 595.00 615.04 635.08
ll Shee
ting - JIS G
17 18 78.06 82.21
99.36 104.2
120.65 127.3
141.95 149.8
163.24 172.4
184.54 194.9
205.84 217.5
227.13 240.0
248.43 262.6
269.73 285.1
291.02 307.7
312.32 330.2
333.62 352.8
354.91 375.3
376.21 397.8
397.50 420.4
418.80 442.9
440.10 465.5
461.39 488.0
482.69 510.6
503.99 533.1
525.28 555.7
546.58 578.2
567.88 600.8
589.17 623.3
610.47 645.9
631.76 668.4
653.06 691.0
674.36 713.5
eting
G 3302
19
1 86.31
21 110.11
30 133.91
85 157.71
40 181.51
95 205.31
50 229.12
05 252.92
60 276.72
15 300.52
70 324.32
25 348.13
80 371.93
34 395.73
89 419.53
44 443.33
99 467.13
54 490.94
09 514.74
64 538.54
19 562.34
74 586.14
28 609.95
84 633.75
39 657.55
93 681.35
48 705.15
03 728.95
58 752.76
20
90.35
115.41
140.46
165.52
190.57
215.63
240.68
265.74
290.79
315.85
340.90
365.95
391.01
416.06
441.12
466.17
491.23
516.28
541.34
566.39
591.45
616.50
641.55
666.61
691.66
716.72
741.77
766.83
791.88
b mm
70
70
70
70
70
70
70
70
90
90
90
90
90
90
90
90
100
100
100
100
100
100
100
100
120
120
120
150
150
150
180
180
180
200
200
200
250
250
250
Sta
-Spgal
SIZE WN
h m mm m
70 2
70 2
70 3
70 3
70 4
70 4
70 5
70 5
90 2
90 2
90 3
90 3
90 4
90 4
90 5
90 5
0 100 3
0 100 3
0 100 4
0 100 4
0 100 5
0 100 5
0 100 6
0 100 8
0 120 4
0 120 6
0 120 8
0 150 6
0 150 8
0 150 1
0 180 6
0 180 8
0 180 1
0 200 6
0 200 8
0 200 1
0 250 6
0 250 8
0 250 1
andard :
pecification Stlvanizing & co
t WALL NOM.
WEIG
mm kg/mm
2.0 4.19 2.5 5.17 3.0 6.13 3.5 7.06 4.0 7.97 4.5 8.85 5.0 9.70 5.5 10.53
2.0 5.45 2.5 6.74 3.0 8.01 3.5 9.26 4.0 10.48
4.5 11.67
5.0 12.84
5.5 13.98
3.0 8.96 3.5 10.36
4.0 11.73
4.5 13.08
5.0 14.41
5.5 15.71
6.0 16.98
8.0 21.38
4.0 14.25
6.0 20.75
8.0 26.41
6.0 26.40
8.0 33.94
12.0 47.14
6.0 32.05
8.0 41.48
12.0 58.44
6.0 35.82
8.0 46.50
12.0 65.98
6.0 45.24
8.0 59.06
12.0 84.82
andard : DIN, orrosion paint
GHT AREA
m cm2 5.34 6.59 7.81 8.99 10.15 11.27 12.36
13.41 6.94 8.59 10.21 11.79
13.35 14.87 16.36 17.81
11.41 13.19 14.95 16.67 18.36 20.01 21.63 27.24 18.15 26.43 33.64 33.63 43.24 60.05 40.83 52.84 74.45 45.63 59.24 84.05 57.63 75.24 108.05
JIS, & AS -M
P
MOMENT OF
INERTIA RG
I x = Iy cm4 c
40.7 2
49.4 2
57.5 2
65.1 2
72.1 2
78.6 2
84.6 2
90.1 2
88.9 3
108.5 3
127.3 3
145.1 3
161.9 3
177.9 3
192.9 3
207.1 3
177.0 3
202.3 3
226.3 3
249.3 3
271.1 3
291.8 3
311.4 3
365.9 3
402.3 4
562.1 4
676.8 4
1145.8 5
1411.7 5
1779.5 5
2036.4 7
2545.7 6
3321.8 6
2832.6 7
3566.0 7
4729.7 7
5671.8 9
7228.7 9
9858.5 9
Material Standar
PROPERTIES
RADIUS OF GYRATION
M
ix = iy
cm 2.762 2.738 2.714 2.690 2.666 2
2.642 2
2.617 2
2.593 2
3.579 3.555 2
3.531 2
3.507 3.483 3.459 3.434 4
3.410 4
3.939 3.915 4
3.891 4
3.867 4
3.843 3.819 3.794 3.665 4.708 4.612 4.486 5.837 5.714 5.444 2
7.062 2
6.941 2
6.680 7.879 2
7.759 7.502 4
9.920 4
9.802 9.552
rd : STK 41, S
Q
qu
S
MMODULUS
OF SECTION
Zx = Zy
cm3 c
11.635 1
14.116 1
16.435 1
18.596 2
20.604 2
22.463 2
24.178 2
25.752 3
19.746 2
24.122 2
28.284 3
32.235 3
35.980 4
39.524 4
42.871 5
46.025 5
35.408 4
40.454 4
45.268 5
49.854 5
54.217 6
58.360 6
62.290 7
73.180 9
67.043 7
93.686 1
112.801 1
152.778 1
188.227 2
237.272 2
226.268 2
282.851 3
369.089 4
283.261 3
356.599 4
472.970 5
453.743 5
578.300 6
788.676 9
STK 51, SS400
Quare
uare Pipe
PLASTIC MODULUS
I
Wplx = Wply
cm3 c
13.52 6
16.54 7
19.41 9
22.15 1
24.75 1
27.22 1
29.55 1
31.76 1
22.78 1
28.00 1
33.04 2
37.90 2
42.58 2
47.08 2
51.41 3
55.26 3
41.21 2
47.35 3
53.30 3
59.04 4
64.59 4
69.94 4
75.09 5
91.04 6
78.32 6
111.61 9
137.80 1
179.87 1
225.93 2
297.62 3
264.34 3
335.67 4
453.57 5
329.65 4
420.83 5
575.54 8
524.43 8
675.73 1
943.46 1
0, other specifi
Pipe
- DIN, JI
TORSIA
INERTIA J
MO
cm4 cm
63.96 17
78.49 21
92.42 24
105.77 28
118.52 31
130.67 33
142.21 36
153.15 39
138.13 29
170.26 36
201.42 42
231.60 48
260.80 54
289.02 59
316.26 64
342.51 69
278.68 53
320.95 60
362.01 68
401.87 75
440.52 81
477.95 88
514.16 94
644.51 11
636.57 10
913.46 14
1162.95 17
1832.69 22
2364.08 28
3230.57 38
3222.65 34
4188.56 43
5865.26 58
4458.81 42
5815.18 54
8230.10 74
8842.52 68
11597.77 87
16691.33 12
ication/standar
S, & AS
AL
ODULUS C
m3
.48
.22
.74
.03
.11
.98
.65
.13
.64
.23
.51
.49
.17
.58
.70
.56
.19
.81
.10
.07
.72
.07
.12
4.23
0.75
1.22
4.58
9.84
9.03
0.01
0.05
2.21
3.71
5.51
3.64
3.42
1.15
8.18
26.49
rd size on requuest can also bee supplied-Coaating :
PrCaWidLen(In m
WidLen(In f
WidLen(In I
Thi(mm
8 9 10 12 12.7
14 15 16 18 19 20 22 24 25 25.4
26 28 30 32 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100
Calc
roduct Spealculated Pldth x ngth mm)
1219 x 2438
12x 60
dth x ngth ft)
4' x 8'
4' x20
dth x ngth Inch)
48 x 96
4824
ickness m)
187 46
210 52
233 58
280 70
7 296 74
327 81
350 87
373 93
420 1,0
443 1,1
467 1,1
513 1,2
560 1,4
583 1,4
4 593 1,4
607 1,5
653 1,6
700 1,7
747 1,8
840 2,1
887 2,2
933 2,3
1,050 2,6
1,166 2,9
1,283 3,2
1,400 3,5
1,516 3,7
1,633 4,0
1,750 4,3
1,866 4,6
1,983 4,9
2,100 5,2
2,216 5,5
2,333 5,8
culated considering
Not Availa
ecificationate Weight 19
96 1524 x 3048
1524 x 6096
1x9
x '
5' x 10'
5' x 20'
53
x 0
60 x 120
60 x 240
63
7 292 583 8
5 328 656 9
3 365 729 1
0 438 875 1
1 463 926 1
7 511 1,021 1
5 547 1,094 1
3 583 1,167 1
050 656 1,313 1
108 693 1,386 2
167 729 1,459 2
283 802 1,604 2
400 875 1,750 2
458 912 1,823 2
482 926 1,852 2
517 948 1,896 2
633 1,021 2,042 3
750 1,094 2,188 3
867 1,167 2,334 3
100 1,313 2,625 3
217 1,386 2,771 4
333 1,459 2,917 4
625 1,641 3,282 4
917 1,823 3,646 5
208 2,006 4,011 6
500 2,188 4,376 6
792 2,370 4,740 7
083 2,553 5,105 7
375 2,735 5,470 8
667 2,917 5,834 8
958 3,099 6,199 9
250 3,282 6,564 9
542 3,464 6,928 1
833 3,646 7,293 1
g specific gravity of
able Sizes
n (From Thic
1524 x 9144
1524 x 12192
182x 609
5' x 30' 5' x 40'
6' x20'
60 x 360
60 x 480
72 240
875 1,167 700
985 1,313 788
1,094 1,459 875
1,313 1,750 1,0
1,389 1,852 1,1
1,532 2,042 1,2
1,641 2,188 1,3
1,750 2,334 1,4
1,969 2,625 1,5
2,078 2,771 1,6
2,188 2,917 1,7
2,407 3,209 1,9
2,625 3,501 2,1
2,735 3,646 2,1
2,779 3,705 2,2
2,844 3,792 2,2
3,063 4,084 2,4
3,282 4,376 2,6
3,501 4,667 2,8
3,938 5,251 3,1
4,157 5,543 3,3
4,376 5,834 3,5
4,923 6,564 3,9
5,470 7,293 4,3
6,017 8,022 4,8
6,564 8,751 5,2
7,111 9,481 5,6
7,658 10,210 6,1
8,204 10,939 6,5
8,751 11,669 7,0
9,298 12,398 7,4
9,845 13,127 7,8
10,392 13,856 8,3
10,939 14,586 8,7
f steel as 7.85 Kg/m
ckness & Si29
96 1829 x 12192
2133 x 6096
x '
6' x 40'
7' x 20'
x 0
72 x 480
84 x 240
0 1,400 817 8 1,575 919 5 1,750 1,021
050 2,101 1,225 112 2,223 1,296 225 2,451 1,429 313 2,626 1,531 400 2,801 1,633 575 3,151 1,837 663 3,326 1,939 750 3,501 2,041 926 3,851 2,246 101 4,201 2,450 188 4,376 2,552 223 4,446 2,593 276 4,551 2,654 451 4,901 2,858 626 5,251 3,062 801 5,602 3,266 151 6,302 3,675 326 6,652 3,879 501 7,002 4,083 939 7,877 4,593 376 8,752 5,104 814 9,628 5,614 251 10,503 6,124 689 11,378 6,635 127 12,253 7,145 564 13,129 7,655 002 14,004 8,166 440 14,879 8,676 877 15,754 9,186 315 16,630 9,697 752 17,505 10,207
mm2, and dimension
ize) 2133 x 12192
2438 x 6096
2x1
7' x 40'
8' x 20'
84
84 x 480
96 x 240
94
1,633 933 1
1,837 1,050 2
2,041 1,167 2
2,450 1,400 2
2,593 1,482 2
2,858 1,633 3
3,062 1,750 3
3,266 1,867 3
3,675 2,100 4
3,879 2,217 4
4,083 2,333 4
4,491 2,567 5
4,899 2,800 5
5,104 2,917 5
5,185 2,963 5
5,308 3,033 6
5,716 3,267 6
6,124 3,500 7
6,533 3,733 7
7,349 4,200 8
7,757 4,433 8
8,166 4,667 9
9,186 5,250 1
10,207 5,833 1
11,228 6,417 1
12,249 7,000 1
13,269 7,583 1
14,290 8,167 1
15,311 8,750 1
16,331 9,333 1
17,352 9,917 1
18,373 10,500 2
19,394 11,083 2
7 20,414 11,667 2
n in mm.
St
alc
2438 x 12192
2743 x 6096
274x 121
8' x 40'
9' x 20'
9' x40'
96 x 480
108 x240
108480
1,867 1,050 2,1
2,100 1,181 2,3
2,333 1,313 2,6
2,800 1,575 3,1
2,963 1,667 3,3
3,267 1,838 3,6
3,500 1,969 3,9
3,733 2,100 4,2
4,200 2,363 4,7
4,433 2,494 4,9
4,667 2,625 5,2
5,133 2,888 5,7
5,600 3,150 6,3
5,833 3,282 6,5
5,927 3,334 6,6
6,067 3,413 6,8
6,533 3,675 7,3
7,000 3,938 7,8
7,467 4,200 8,4
8,400 4,725 9,4
8,867 4,988 9,9
9,333 5,250 10,
10,500 5,907 11,
11,667 6,563 13,
12,833 7,219 14,
14,000 7,876 15,
15,167 8,532 17,
16,333 9,188 18,
17,500 9,845 19,
18,667 10,501 21,
19,833 11,157 22,
21,000 11,814 23,
22,167 12,470 24,
23,333 13,126 26,
teel Pl
culated Pla
43
192
3048 x 6096
3048 x 12192
x
10' x 20'
10' x40'
8 x 0
120 x 240
120 x480
00 1,167 2,334
63 1,313 2,625
25 1,459 2,917
50 1,750 3,501
34 1,852 3,705
75 2,042 4,084
38 2,188 4,376
00 2,334 4,667
25 2,625 5,251
88 2,771 5,543
50 2,917 5,834
76 3,209 6,418
01 3,501 7,001
63 3,646 7,293
68 3,705 7,410
26 3,792 7,585
51 4,084 8,168
76 4,376 8,751
01 4,667 9,335
51 5,251 10,50
76 5,543 11,08
501 5,834 11,66
814 6,564 13,12
126 7,293 14,58
439 8,022 16,04
751 8,751 17,50
064 9,481 18,96
377 10,210 20,42
689 10,939 21,87
002 11,669 23,33
315 12,398 24,79
627 13,127 26,25
940 13,856 27,71
252 14,586 29,17
late
ate Weigh
2
3353x 6096
3353 x 12192
11' x 20'
11' x40'
x 132 x 240
132 x 480
1,284 2,567
1,444 2,888
1,605 3,209
1,925 3,851
2,038 4,076
2,246 4,493
2,407 4,814
2,567 5,134
2,888 5,776
3,049 6,097
3,209 6,418
3,530 7,060
3,851 7,702
4,011 8,023
4,076 8,151
4,172 8,344
4,493 8,985
4,814 9,627
5,134 10,269
2 5,776 11,553
5 6,097 12,194
9 6,418 12,836
7 7,220 14,441
6 8,023 16,045
4 8,825 17,650
3 9,627 19,254
2 10,429 20,859
0 11,232 22,463
9 12,034 24,068
7 12,836 25,672
6 13,639 27,277
4 14,441 28,882
3 15,243 30,486
2 16,045 32,091
ht (From TThicknesss & Size)
Par
ST
ST
ST
No
1 2 3 4
rt Number
TD-00-IAB016
TD-00-IAB019
TD-00-IAB022
o. Product
AW 0.8
AW 0.9
AW 2.0
AW 3.0
BarDia(D)
mm
6 16 9 19 2 22
T- D0.- A- B-
t
80 90 00 00
r ameter )
A
m mm 560 675 755
olerances : Diameter (D) =.5 A = + 5 B = + 2 C = + 2
Nominal(mm)
0.80 0.90 2.00 3.00
Tread Length(B)
mm 100 125 125
= +
l Diameter
h C
mm
100
120
130
Tol. Ø ( mm )
± 0.04
± 0.04
± 0.06
± 0.06
A
An
A
An
Radius (r)
mm
25
25
30
Tensile St( N/mm2 )
-
-
260 - 590
260 - 590
Anchor
nchor Bol
Anneale
nnealed W
Vertical EmbedmentLength (Ld)
mm
460
550
630
trength )
To( N
-
-
55
36
r Bolt
lt
ed Wi
Wire - JIS
Total length N
mm
630 M
765 M
840 M
orsion Nr )
5
6
re
G 3532
Nut
M-16
M-20
M-22
Lo
Sif
Ø K
Zin
Elo
Ten
Ad
Lo
Sif
Ø K
Zin
Un
To
Ten
Ad
No
1 2 3 4 5 6 7
ow Carbon L
fat Mekanis
Kawat nc Coating ( m
ongasi ( min )
nsile Strength
dhesion Test
ow Carbon H
fat Mekanis Kawat nc Coating ( m
niformity rsion ( min ) nsile Strength
dhesion Test
o. Type
PKU 1½
PKU 2" PKU 2½
PKU 3" PKU 3½
PKU 4" PKU 5"
Light Coatin
min )
Heavy Coat
min )
Len
NoLen
( m
" 38
50
" 65
75
" 90
100
125
ng (LLC) R
Satuan
mm Gr/m2
% ( N/mm2 )
×D
ting (LHC)
Satuan mm
Gr/m2
Nr ( N/mm2 )
×D
ngth minal ngth T
mm ) (
±
±
±
±
±
0 ±
5 ±
Refer to JIS
LLC-8 ( 4mm )
4.11 - 4.2
50 10
290 - 54
2D
Refer to BS
LHC 4.00
3.84 - 4.
290 1' / 3 X + ½
21 402 - 52
5D
Tolerance
mm ) ± 2.0 ± 2.5 ± 3.0 ± 3.5 ± 4.0 ± 4.5 ± 5.0
G3547 - SW
4.19
LLC-1m
27 3.32
40 290
2
S 443-1982
mm LHC 3
16 3.28
2
½' / 1X 1' / 3 X
20 402
4
Shank
Ø To
( mm ) ( m
2.15 ±0
2.75 ±0
3.05 ±0
3.40 ±0
3.75 ±0
4.20 ±0
5.20 ±0
G
G
N
N
WMGS2 / S
10 ( 3.40 mm )
L
2 - 3.48
50
10
0 - 540
2D
/ SNI 03-6
3.40 mm L
8 - 3.52
275
X + ½' / 1X 1' /
26
2 - 520
4D
LPolerance
mm ) (
0.06
0.06 2
0.08 2
0.08 2
0.08 3
0.10 3
0.10 3
Galvan
alvanized
Nails
Nail - JIS A
SNI 07-0040
LLC-12 ( 2.77 mm )
2.70 - 2.84
50
10
290 - 540
2D
154-1999
LHC 3.00 mm
2.88 - 3.12
275
/ 3 X + ½' / 1X
26
402 - 520
4D
Length of Point
(mm)
1.7 - 4.3
2.2 - 5.5
2.4 - 6.1
2.7 - 6.8
3.0 - 7.5
3.4 - 8.4
3.7 - 9.2
nized W
d Wire - JI
A5508
0-2006 Bj K
LLC-14 ( 2mm )
2.04 - 2.1
50
10
290 - 540
2D
LHC 2.70 m
2.59 - 2.8
260
X 1' / 3 X + ½'
28
402 - 520
4D
Head
Ø A
( mm )
5.1 ±
6.6 ±
7.3 ±
7.9 ±
8.8 ±
9.8 ±
10.3 ±
Wire
IS G 3547
KS
2.11 LLC-1mm
18 1.60
5
1
0 290
1
mm LHC 2
81 2.12
2
/ 1X 1' /
3
0 402
4
Angle
± 120°
± 120°
± 120°
± 120°
± 120°
± 120°
± 120°
7
6 ( 1.65 m ) - 1.70
50 10 - 540
1D
2.20 mm LH
- 2.28 1
240 / 3 X 38 - 520
4D
HC 2.00 mm
1.92 - 2.08
240
1' / 3 X
38
402 - 520
4D
No
1
2
3
4
5
6
7
8
9
Co
RB
RB
RB
RB
RB
RB
RB
RB
RB
De
Co
DB
DB
DB
DB
DB
DB
DB
DB
o. Product
RDW -
RDW -
RDW -
RDW -
RDW -
RDW -
RDW -
RDW -
RDW -
ode D
N
B - 10 10
B - 12 12
B - 16 16
B - 19 19
B - 22 22
B - 25 25
B - 28 28
B - 32 32
B - 50 50
eformed Ba
ode D
N
B - 10 10
B - 13 13
B - 16 16
B - 19 19
B - 22 22
B - 25 25
B - 29 29
B - 32 32
t N
6 5
7 4
8 4
9 3
10 3
11 3
12 2
13 2
14 2
iameter ( mm
Nominal T
0 ±
2 ±
6 ±
9 ±
2 ±
5 ±
8 ±
2 ±
0 ±
ar/ Beton Ul
iameter ( mm
Nominal T
0 ±
3 ±
6 ±
9 ±
2 ±
5 ±
9 ±
2 ±
Nominal Diame
5.16
4.57
4.19
3.76
3.40
3.05
2.77
2.41
2.11
) W
Tolerance N
± 0.4 0
± 0.4 0
± 0.5 ± 0.5 2
± 0.5 2
± 0.5 3
± 0.6 4
± 0.6 6
± 0.8
lir - Accordi
) W
Tolerance N
± 0.4 0
± 0.4 ± 0.5 ± 0.5 2
± 0.5 2
± 0.5 3
± 0.6 5
± 0.6 6
eter Tol. Ø (mm )
± 0.05
± 0.05
± 0.05
± 0.05
± 0.04
± 0.04
± 0.04
± 0.04
± 0.04
Weight ( kg / m
Nominal 0.617 0.888 1.578 2.226 2.984 3.853 4.833 6.313 17.40
ing to JIS 3
Weight ( kg / m
Nominal 0.617 1.042 1.578 2.226 2.984 3.853 5.185 6.313
( Tensile S( N/mm2
460 - 610
540 - 790
600 - 860
640 - 880
680 - 920
700 - 960
720 - 980
780 -100
820 -110
m )
CroSecLuPeng
Tolerance ( m
6% 78
6% 113
5% 20
5% 283
5% 380
5% 490
4% 61
4% 804
4% 196
112
m )
Tolerance
6% 6% 5% 5% 5% 5% 4% 4%
Nail
Nail W
Ro
Roun
Strength 2 ) Appl
0 Refe
0 - SW
0 - SW
0
0 Refe
0 - Bj K
0 - Bj K
00
00
oss ction
uas nampan
mm 2 )
.5
3.1
1.1
3.5
0.1
0.9
5.8
4.2
63.5
Cross SectionLuas Penamp
( mm 2 )
78.5
132.7
201.1
283.5
380.1
490.9
662.5
804.2
l Wire
Wire - JIS
ound / D
nd / Defor
lication
er to JIS G3532
WMB : Drawn
WMN : Drawn
er to SNI 07-00
K.B : Cooled d
K.P : Cooled d
n pang
h TinggSirip
( mm )
0.5
0.7
0.8
1.0
1.1
1.3
1.4
1.6
e
G 3532
Deform
rmed Bar
2 - 2000 type :
steel wire is ap
steel wire is ap
040-2006 type
drawn steel wi
drawn steel wi
gi p Jarak
( mm )
7.0 ma
9.1 ma
11.2 m
13.3 m
15.4 m
17.5 m
20.3 m
22.4 m
med B
- JIS 311
pplicated for g
pplicated for n
:
ire is applicate
ire is applicate
k Sirip b LebRusuk
) ( mm
ax 7.9 m
ax 10.2 m
max 12.6 m
max 14.9 m
max 17.3 m
max 19.7 m
max 22.8 m
max 25.1 m
Bar
2
general purpose
nail product
ed for general p
d for nail prod
ar k )
max max max max max max max max
ed
purposed
duct
M
Typ
Ro
Ro
De
De
PA
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
SR-
DIA
d
+ 0
Mechanical P
pe Sy
G
ound Bar SR
ound Bar SS
eformed SD
eformed SD
ART NUMBER
-01-01 -01-02 -01-03 -01-04 -01-05 -01-06 -01-07 -01-08 -02-01 -02-02 -02-03 -02-04 -02-05 -02-06 -02-07 -02-08
TOLE
AMETER TOTA
L
0.5 + 10
Properties/
ymbol of BY
Grade ( )
R 24 2
S 400 2
D 35 3
D 40 3
DIA METE
mm 12
16
ERANCE (mm)
AL LENGTH
Sifat Meka
Batas ulur Yield point
KT
min N/mm2
()
235 3
235 4
45 4
90 5
ER d L
mm
1600
1500
1400
1300
1200
1100
600
500
1600
1500
1400
1300
1200
1100
600
500
THREAD LEN
B
+ 2
anis Kuat Tarik Tensile point ( min N/mm2 ) 380 400 490 560
A B
mm m
0 1400 10
0 1300 10
0 1200 10
0 1100 10
0 1000 10
0 900 10
400 10
300 10
0 1400 10
0 1300 10
0 1200 10
0 1100 10
0 1000 10
0 900 10
400 10
300 10
NGTH
Regang Elongation
( % min )
20 20 18 16
WEIGHT
mm kg
00 1.421
00 1.332
00 1.243
00 1.154
00 1.066
00 0.977
00 0.533
00 0.444
00 2.525
00 2.367
00 2.209
00 2.051
00 1.894
00 1.736
00 0.947
00 0.789
S
Sa
Bendability (
Angle
1800
1800
1800
1800
NUTS
SIZE
mm
12
16
Sag Ro
ag Rod - J
Uji Lengkung
Radius
3 x d
3 x d
4 x d
5 x d
THICKNESS mm
max min
10.0 9.64
13.0 12.57
od
JIS G 311
g )
WASHER
OUT SIDE DIA METER
mm
26
32
2
R SIZE F DIA METER OF HOLE mm 13
17
THICK NESS mm
max min
3.6 2.8
5.0 4.0
OR SPAN OPURLIN/ G
n max
1550
1450
1350
1250
1150
1050
550
450
1550
1450
1350
1250
1150
1050
550
450
OF GIRT
min
1450
1350
1250
1150
1050
950
450
350
1450
1350
1250
1150
1050
950
450
350
Lo
Co
W
Ba
Ch
S
S
S
S
W
W
No
A.
1.
ow Carbon S
ode D(
WR 5.8 WR 6.4 WR 7.4 WR 8.4 WR 9.4
WR 10.4 WR 12
ar in Coil (W
Code
BIC 17 BIC 19 BIC 20 BIC 22 BIC 25 BIC 28 BIC 40
hemical Com
Class
SWRM 8 SWRM 10 SWRM 15 SWRM 20
Wire M
Wire Mesh
o. Specificatio
Material / R
Diameter
Steel Wire R
Diameter mm )
Nominal 5.8 6.4 7.4 8.4 9.4 10.4 12
Wire Rod) Diam( mm
Nominal 17 19 20 22 25 28 40
mposition
C 0.10 max
0.08 to 0.13 0.13 to 0.18 0.18 to 0.23
Mesh
- JIS G 3
on
Ribs Wire.
Rods
Tolerance ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5
meter m )
Tolerance ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.6 ± 0.6
Chemi
Mn 0.60 max
0.30 to 0.60
0.30 to 0.60
0.30 to 0.60
3551
Units W5
mm 4
Out of Roun( mm )
Tolerance
0.64 max
0.64 max
0.64 max
0.64 max
0.64 max
0.64 max
0.64 max
Out of Roun( mm )
Tolerance
0.8 max 0.8 max 0.8 max 0.8 max 0.8 max
0.96 max
0.96 max
ical compositio
P 0.045 max
0.045 max
0.045 max
0.045 max
WMS
WM5
4.80 - 5.20
nd
nd
on %
x 0.04
x 0.04
x 0.04
x 0.04
MG WMS6
5.80 - 6
W
S
45 max
45 max
45 max
45 max
WMG 6
6.20
Wire R
WMS 7
W8
6.80 - 7.20
78
Rod / B
WMS 8
WM9
7.80 - 8.20
8.809.20
Bar in
MS WMS 10
0 - 0
9.80 - 10.20
Coil
2. 3. 4. 5. B. 1. 2. 3 4
5
6
A
JI
StaSec
H xmm
1
1
1
1
1
1
1
1
1
1
Weight / un
Tensile Stre
Yeild Streng
Elongation.
Product / WType Number of L
Number of C
Pitch ( lengt
Dimension (width ) Packaging
Angle (
S3192 - M
andard ctional Dimen
x B mm x m t
25 x 25 30 x 30 40 x 40 40 x 40 40 x 40 45 x 45 45 x 45 50 x 50 50 x 50 50 x 50 60 x 60 60 x 60 60 x 60 65 x 65 65 x 65 65 x 65 70 x 70 75 x 75 75 x 75 75 x 75 80 x 80 90 x 90 90 x 90 90 x 90 90 x 90
100 x 100 100 x 100 100 x 100 120 x 120 120 x 120 120 x 120 130 x 130 130 x 130 130 x 130 150 x 150
its length ength gth
Wire Mesh.
Line Wire Cross Wire th x width ) ( length x
(Hot R
Metric Siz
sions
mm r1 mm
r2 mm
3 4 2
3 4 2
3 4.5 2
4 4.5 2
5 4.5 3
5 6.5 3
4 6.5 3
4 6.5 3
5 6.5 3
6 6.5 4.
4 6.5 3
5 6.5 3
6 8 4
5 8.5 3
6 8.5 4
8 8.5 6
6 8.5 4
6 8.5 4
9 8.5 6
12 8.5 6
6 8.5 4
6 10 5
7 10 5
10 10 7
13 10 7
7 10 5
13 10 7
10 10 7
8 12 5
11 13 6.
12 13 6.
9 12 6
12 12 8.
15 12 8.
12 14 7
gr/m 1
N/mm2 m
N/mm2 m
% m
unit sh
pcs 1
pcs 3
mm 1
m 5
units/pcg 2
Rolled)
ze
Section
Area UW
m A cm2 K
2 1.427 2 1.727 2 2.336 2 2.336 3 3.755 3 4.302 3 3.492 3 3.892 3 4.802 .5 5.644 3 4.692 3 5.802 4 6.91 3 6.367 4 7.527 6 9.761 4 8.127 4 8.727 6 12.69 6 16.56 4 9.23 5 10.55 5 12.22 7 17 7 21.71 5 13.62 7 24.31 7 19 5 18.76 .5 25.37 .5 27.54 6 22.74 .5 29.76 .5 36.75 7 34.77
42 - 167 min 490 min 400 min 8
heet roll
5 15 6 360
50 x 150
.4 x 2.1 54 x
25 1
)
Unit Weight
CenGrav
Kg/m Cx =
1.12 0
1.36 0
1.83 1
1.83 1
2.95 1
3.38 1
2.74 1
3.06 1
3.77 1
4.43 1
3.68 1
4.55 1
5.4 5 1
5.91 1
7.66 1
6.38 1
6.85 2
9.96 2
13 2
7.32 2
8.28 2
9.59 2
13.3 2
17 2
10.7 2
19.1 2
14.9 2
14.7 3
19.9 21.6 17.9 3
23.4 3
28.8 3
27.3 4
207 - 2
min 49
min 40
min 8
sheet
15
36
150 x 1
x 2.1 54 x 2.
25
Inform
ter of vity
GeomInertia
= Cy cm Ix = Iy
cm4
.719 0.79
.844 1.42
1.09 3.53
1.09 3.53
1.17 5.42
1.28 7.91
1.24 6.5
1.37 9.06
1.41 11.1
1.44 12.6
1.61 16
1.66 19.6
1.7 22.7
1.77 25.3
1.81 29.4
1.88 36.8
1.93 37.1
2.06 46.1
2.17 64.4
2.29 81.9
2.18 56.4
2.42 80.7
2.46 93
2.57 125
2.69 156
2.71 129
2.94 220
2.82 175
3.24 258
3.3 340
3.4 367
3.53 366
3.64 467
3.76 568
4.14 740
237
90
00
roll
15
36
150
.1 54 x 2.1
1
mative Referen
metrical Momena
y Max Iu
cm4 97 1.26
2 2.26
3 5.6
3 5.6
2 8.59
1 12.5
5 10.3
6 14.4
1 17.5
6 20
25.4
6 31.2
79 36.16
3 40.1
4 46.6
8 58.3
1 58.9
1 73.2
4 102
9 129
4 89.6
7 128
148
5 199
6 248
9 205
0 348
5 278
8 410
0 541
7 583
6 583
7 743
8 902
0 1180
285 - 319 3
min 490 m
min 400 m
min 8 m
sheet s
15 1
36 3
150 x 150 1
54 x 2.1 5
20 2
nce
nt of Rad
Min Iv
cm4 Ix =cm
0.332 0.
0.59 0.
1.46 1
1.46 1
2.25 1
3.29 1
2.7 1
3.76 1
4.58 1
5.23 1
6.62 1
8.09 1
9.42 1
10.5 1
12.2 1
15.3 1
15.3 2
19 2
26.7 2
34.5 2
23.2 2
33.4 2
38.3 2
51.7 2
65.3 2
53.2 3
91.1
72 3
106 3
140 3
151 3
150 4
192 3
234 3
304 4
375 - 415 477
min 490 min
min 400 min
min 8 min
heet shee
15 15
36 36
150 x 150 150
54 x 2.1 54 x
20 15
dius of Gyratio
= Iy
Max Iu
cm .747 0.94
.908 1.14
1.23 1.55
1.23 1.55
1.2 1.51
1.36 1.71
1.36 1.72
1.53 1.92
1.52 1.91
1.5 1.88
1.85 2.33
1.84 2.32
1.82 2.29
1.99 2.51
1.98 2.49
1.94 2.44
2.14 2.69
2.3 2.9
2.25 2.84
2.22 2.79
2.46 3.1
2.77 3.48
2.76 3.48
2.71 3.42
2.68 3.38
3.08 3.88
3 3.78
3.04 3.83
3.71 4.67
3.66 4.62
3.65 4.6
4.01 5.06
3.96 5
3.93 4.95
4.61 5.82
- 522 592 - 6
n 490 min 49
n 400 min 40
n 8 min 8
et sheet 15 36
0 x 150 150 x
x 2.1 54 x 2
15
on of Area ZcMoS
Min Iv
cm 0.48 0.58 0.79 0.79 0.77 0.87 0.88 0.98 0.98 0.96 1.19 1.18 1.17 1.28 1.27 1.25 1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.73 1.98 1.94 1.95 2.38 2.35 2.35 2.57 2.54 2.53 2.96
641 90 00
150
.1
Zx = Zy
cm3
Modulus of Section
0.448 0.661 1.21 1.21 1.91 2.46
2 2.49 3.08 3.55 3.66 4.52 5.28 5.35 6.26 7.96 7.33 8.47 21.1 15.7 9.7 12.3 14.2 19.5 24.8 17.7 31.1 24.4 29.5
39.36 42.68 38.7 49.9 41.6 68.1
150 x 150 15 14 10 42.74 33.6 4.24 888 1410 365 4.56 5.75 2.92 82.6 150 x 150 19 14 10 53.38 41.9 4.4 1090 1730 451 4.52 5.69 2.91 103 175 x 175 12 15 11 40.52 31.8 4.73 1170 1860 480 5.38 6.78 3.44 91.8 175 x 175 15 15 11 50.21 39.4 4.85 1440 2290 589 5.35 6.75 3.48 114 200 x 200 15 17 12 57.75 45.3 5.46 2180 3470 891 6.14 7.75 3.93 150 200 x 200 20 17 12 76 59.7 5.67 2820 4490 1160 6.09 7.68 3.9 197 200 x 200 25 17 12 93.75 73.6 5.86 3420 5420 1410 6.04 7.61 3.88 242 250 x 250 25 24 12 119.4 93.7 7.1 6950 11000 2860 7.63 9.62 4.89 388 250 x 250 35 24 18 162.6 128 7.45 9110 14400 3790 7.49 9.42 4.83 519
Equal Angle - Unequal Angle (Weight Table)
EQUAL ANGLE (Hot Rolled)
S I Z E Weight Kg/m Kg/6m Kg/12m
L 45 x 45 x 4 2.74 16.5 33 L 50 x 50 x 4 3.06 18.5 37 L 50 x 50 x 5 3.77 22.62 45.24 L 60 x 60 x 5 4.55 27.5 55 L 60 x 60 x 6 5.42 32.5 65 L 65 x 65 x 5 5 30 60 L 65 x 65 x 6 5.91 35.5 71 L 70 x 70 x 6 6.38 38.5 77 L 70 x 70 x 7 7.38 44.5 89 L 75 x 75 x 6 6.85 41 82 L 90 x 90 x 6 8.28 49.5 99 L 90 x 90 x 7 9.6 58 115 L 90 x 90 x 8 10.8 65 130 L 90 x 90 x 9 12.2 73 146 L 90 x 90 x 10 13.3 80 160 L 90 x 90 x 13 17 102 204 L 100 x 100 x 7 10.7 64 128 L 100 x 100 x 8 12.1 73 146 L 100 x 100 x 9 13.5 81 162 L 100 x 100 x 10 14.9 89.5 179 L 100 x 100 x 12 17.8 107 214 L 100 x 100 x 13 19.1 114.6 229 L 120 x 120 x 8 14.7 88 176 L 120 x 120 x 10 18.2 109 218 L 120 x 120 x 11 19.9 119.5 239 L 120 x 120 x 12 21.6 130 260 L 130 x 130 x 9 17.9 107.5 215 L 130 x 130 x 10 19.7 118 236 L 130 x 130 x 12 23.4 140.5 281 L 150 x 150 x 10 23 138 276 L 150 x 150 x 12 27.3 164 328 L 150 x 150 x 15 33.6 202 404 L 175 x 175 x 12 31.8 191 382 L 175 x 175 x 15 39.4 236.5 473 L 180 x 180 x 14 38 228 456 L 200 x 200 x 15 45.3 272 544 L 200 x 200 x 20 59.7 358 716 L 200 x 200 x 25 73.6 442 884
UNEQUAL ANGLE (Hot Rolled)
S I Z E Weight
Kg/m Kg/6m Kg/12m
L 125 x 75 x 8 12.2 73 146 L 125 x 75 x 9 13.49 81 162 L 125 x 75 x 10 14.9 89 178 L 150 x 90 x 9 16.4 98.5 197 L 150 x 90 x 10 18.1 109 218 L 150 x 90 x 12 21.6 129.5 259
L 250 x 250 x 25 93.7 562 1124 L 250 x 250 x 35 128 768 1536