JIS G 3466 Carbon Steel Tubes Manufacturer and Supplier – Brisk Steel

 

Standard JIS G 3466
Material Carbon steel Square and Rectangular tubes
Process ERW and Seamless into square tubes.
Shape Square or Rectangular
Grade STKR 400, STKR 490
Surface Galvanized, Painted
Appliance General structural and civil engineering architecture and other sturctures

 

What is the JIS G 3466 ?

 

JIS G3466 this standard specifically covers carbon steel tubes for general structural purposes that are typically formed by a cold-forming process and subsequently electric resistance welded (ERW). These sections are supplied in the as-rolled condition without heat treatment unless otherwise specified.

 

Notes: The JIS G3466 standard is a Japanese Industrial Standard that specifies the requirements for carbon steel square and rectangular tubes intended for general structural purposes.

CARBON STEEL RECTANGULAR TUBES
JIS G 3466 STKR 490 STEEL TUBE
JIS G 3466 STKR 490 STEEL TUBE
JIS G 3466 STKR 400 STEEL TUBE

Designation

 

  • ST: Steel Tube

 

  • K: Kaku (Japanese for "square/angle")

 

  • R: the designation for structural purposes

 

  • Number: Indicates the minimum tensile strength (N/mm²) of the material.

 

Chemical Composition

 

Chemical composition %
Symbol of grade C Si Mn P S
STKR400 0.25 max. 0.040 max. 0.040 max.
STKR490 0.18max. 0.55 max. 1.65 max. 0.035max. 0.035 max.
Alloy elements not included in this table and elements indicated with"一"may be added as necessary.

 

Mechanical Properties

 

Mechanical Properties
Symbol of grade Tensile
strength

N/mm²
Yield point
or proof
stress a)
N/mm²
Elongation
%
Tensile test piece Test direction
Test piece No.5 Tube axis direction
STKR400 400 min. 245 min. 23 min.
STKR490 490 min. 325 min. 23 min.

1.When the tube under 8 mm in thickness is subjected to tensile test, the minimum value of elongation shall be calculated by subtracting 1.5 % from the value of elongation given in Table 3-2 for each decrease of 1 mm and rounding off the result to a whole number according to JIS Z 8401.

 

2. When a tensile test piece is to be taken from the welded steel square tube, one shall be taken from a seamless portion.

 

Dimensions, Mass and Dimensional Tolerances

 

Tolerance On Dimension and Weight

 

The dimensions and mass of square tubes shall be as given in Attached Table. However, the standard radius of curvature at corner shall be 1.5 of wall thickness on the center line of the wall thickness.

 

Dimensional Tolerances

 

The tolerances on side length, unevenness of flat plate portion for each side, angularity made between adjacent flat plate portions, dimension at corner, length, unstraightness and wall thickness for square tubes shall be as given in Table . In this case, the measurement of dimensions of sectional profile and angle at corner shall be made at any point except both ends of the square tube.

 

Speclfied item and dimension Dimensional tolerances
Length of side ≤100 mm ±1.5mm
>100 mm ±1.5%
Unevenness of flat plate
portion of each side
Side length ≤100 mm 0.5 mm max
Side length >100 mm Within 0.5%of side length
Anguiarity made by adfacent flat plate portions ±1.5%
Dimension at corner:s 3mm max
Length +not specifird 0
Unstraightness Within 0.3%of side length
Wall thickness Square steel tube manufactured by welding <3mm ±0.3mm
≥3mm ±10%
Seamless square steel tube <4mm ±0.6mm
≥4mm ±15%

 

Notes:

 

1. The "flat plate portion" is defined as the hatched portion shown in the figure below.

page-437-280

2. The tolerances on the dimensions at corner may be altered by agreement between the purchaser and the manufacturer.

 

3. The tolerances on unstraightness shall be applied to the upper to lower bend and the right to left bend with a long pitch.

 

4. The tolerances on wall thickness shall be applied to the flat plate portion.

 

Dimension and Mass of Carbon Steel Square Pipes for General Structural Purposes

 

Dimensions of tubes (square)
Side length
A×B

mm
Wall
thickness
t
mm
Unit
mass

kg/m
Informative reference
Cross Sectional
area)

cm²
Geometrical moment of inertia modulus of Section Radius of gyration
of section
cm4 cm3 cm
Ix ,    Iy Z,  Zy I,  Iy
40×40 1.6 1.88 2.392 5.79 2.90 1.56
40×40 2.3 2.62 3.332 7.73 3.86 1.52
50×50 1.6 2.38 3.032 11.7 4.68 1.96
50×50 2.3 3.34 4.252 15.9 6.34 1.93
50×50 3.2 4.50 5.727 20.4 8.16 1.89
60×60 1.6 2.88 3.672 20.7 6.89 2.37
60×60 2.3 4.06 5.172 28.3 9.44 2.34
60×60 3.2 5.50 7.007 36.9 12.3 2.30
75×75 1.6 3.64 4.632 41.3 11.0 2.99
75×75 2.3 5.14 6.552 57.1 15.2 2.95
75×75 3.2 7.01 8.927 75.5 20.1 2.91
75×75 4.5 9.55 12.17 98.6 26.3 2.85
80×80 2.3 5.50 7.012 69.9 17.5 3.16
80×80 3.2 7.51 9.567 92.7 23.2 3.11
80×80 4.5 10.3 13.07 122 30.4 3.05
90×90 2.3 6.23 7.932 101 22.4 3.56
90×90 3.2 8.51 10.85 135 29.9 3.52
100×100 2.3 6.95 8.852 140 27.9 3.97
100×100 3.2 9.52 12.13 187 37.5 3.93
100×100 4.0 11.7 14.95 226 45.3 3.89
100×100 4.5 13.1 16.67 249 49.9 3.87
100×100 6.0 17.0 21.63 311 62.3 3.79
100×100 9.0 24.1 30.67 408 81.6 3.65
100×100 12.0 30.2 38.53 471 94.3 3.50
125×125 3.2 12.0 15.33 376 60.1 4.95
125×125 4.5 16.6 21.17 506 80.9 4.89
125×125 5.0 18.3 23.36 553 88.4 4.86
125×125 6.0 21.7 27.63 641 103 4.82
125×125 9.0 31.1 39.67 865 138 4.67
125×125 12.0 39.7 50.53 103×10 165 4.52
150×150 4.5 20.1 25.67 896 120 5.91
150×150 5.0 22.3 28.36 982 131 5.89
150×150 6.0 26.4 33.63 115×10 153 5.84
150×150 9.0 38.2 48.67 158×10 210 5.69
175×175 4.5 23.7 30.17 145×10 166 6.93
175×175 5.0 26.2 33.36 159×10 182 6.91
175×175 6.0 31.1 39.63 186×10 213 6.86
200×200 4.5 27.2 34.67 219×10 219 7.95
200×200 6.0 35.8 45.63 283×10 283 7.88
200×200 8.0 46.9 59.79 362×10 362 7.78
200×200 9.0 52.3 66.67 399×10 399 7.73
200×200 12.0 67.9 86.53 498×10 498 7.59
250×250 5.0 38.0 48.36 481×10 384 9.97
250×250 6.0 45.2 57.63 567×10 454 9.92
250×250 8.0 59.5 75.79 732×10 585 9.82
250×250 9.0 66.5 84.67 809×10 647 9.78
250×250 12.0 86.8 110.50 103×102 820 9.63
300×300 4.5 41.3 52.67 763×10 508 12.00
300×300 6.0 54.7 69.63 996×10 664 12.00
300×300 9.0 80.6 102.70 143×102 956 11.80
300×300 12.0 106.0 134.50 183×102 122×10 11.70
350×350 9.0 94.7 120.70 232×102 132×10 13.90
350×350 12.0 124.0 158.50 298×102 170×10 13.70

1. Dimensions other than those listed in the above table if particularly required shall be agreed upon by the purchaser and the manufacturer.

 

2.The symbols in this table are as follows.

page-145-150


3. Calculate the values of mass from the following formula assuming 1 cm³ of steel to be 7.85 g and round off the result to three significant figures in accordance with JIS Z 8401.

W=0.0157 t (A+B-3.287 г)

where

  • w: unit mass of the square tube
  • kg/m : wall thickness of the square tube mm
  • A,B: side length of the square tube mm

 

Dimension and Mass of Carbon Steel Rectangular Pipes for General Structural Purposes

 

Dimensions of tubes (rectangular)
Side length
A×B

mm
Wall
thick-
ness

t
mm

Unit
mass

 


W
kg/m

Informative reference
Cross Sectional
area)
Geometrical moment of inertia modulus of Section Radius of gyra
tion of
cross-section a)
cm² Cm4 Cm3 cm
Ix Iy Zx Zy Ix  Iy
50×20 1.6 1.63 2.072 6.08 1.42 2.43 1.42 1.71 0.829
50×20 2.3 2.25 2.872 8.00 1.83 3.20 1.83 1.67 0.798
50×30 1.6 1.88 2.392 7.96 3.60 3.18 2.40 1.82 1.23
50×30 2.3 2.62 3.332 10.6 4.76 4.25 3.17 1.79 1.20
60×30 1.6 2.13 2.712 12.5 4.25 4.16 2.83 2.15 1.25
60×30 2.3 2.98 3.792 16.8 5.65 5.61 3.76 2.11 1.22
60×30 3.2 3.99 5.087 21.4 7.08 7.15 4.72 2.05 1.18
75×20 1.6 2.25 2.872 17.6 2.10 4.69 2.10 2.47 0.855
75×20 2.3 3.16 4.022 23.7 2.73 6.31 2.73 2.43 0.824
75×45 1.6 2.88 3.672 28.4 12.9 7.56 5.75 2.78 1.88
75×45 2.3 4.06 5.172 38.9 17.6 10.4 7.82 2.74 1.84
75×45 3.2 5.50 7.007 50.8 22.8 13.5 10.1 2.69 1.80
80×40 1.6 2.88 3.672 30.7 10.5 7.68 5.26 2.89 1.69
80×40 2.3 4.06 5.172 42.1 14.3 10.5 7.14 2.85 1.66
80×40 3.2 5.50 7.007 54.9 18.4 13.7 9.21 2.80 1.62
90×45 2.3 4.60 5.862 61.0 20.8 13.6 9.22 3.23 1.88
90×45 3.2 6.25 7.967 80.2 27.0 17.8 12.0 3.17 1.84
100×20 1.6 2.88 3.672 38.1 2.78 7.61 2.78 3.22 0.870
100×20 2.3 4.06 5.172 51.9 3.64 10.4 3.64 3.17 0.839
100×40 1.6 3.38 4.312 53.5 12.9 10.7 6.44 3.52 1.73
100×40 2.3 4.78 6.092 73.9 17.5 14.8 8.77 3.48 1.70
100×40 4.2 8.32 10.60 120 27.6 24.0 13.8 3.36 161
100×50 1.6 3.64 4.632 61.3 21.1 12.3 8.43 3.64 2.13
100×50 2.3 5.14 6.552 84.8 29.0 17.0 11.6 3.60 2.10
100×50 3.2 7.01 8.927 112 38.0 22.5 15.2 3.55 2.06
100×50 4.5 9.55 12.17 147 48.9 29.3 19.5 3.47 2.00
125×40 1.6 4.01 5.112 94.4 15.8 15.1 7.91 4.30 1.76
125×40 2.3 5.69 7.242 131 21.6 20.9 10.8 4.25 1.73
125×75 2.3 6.95 8.852 192 87.5 30.6 23.3 4.65 3.14
125×75 3.2 9.52 12.13 257 117 41.1 31.1 4.60 3.10
125×75 4.0 11.7 14.95 311 141 49.7 37.5 4.56 3.07
125×75 4.5 13.1 16.67 342 155 54.8 41.2 4.53 3.04
125×75 6.0 17.0 21.63 428 192 68.5 51.1 4.45 2.98
150×75 3.2 10.8 13.73 402 137 53.6 36.6 5.41 3.16
150×80 4.5 15.2 19.37 563 211 75.0 52.9 5.39 3.30
150×80 5.0 16.8 21.36 614 230 81.9 57.5 5.36 3.28
150×80 6.0 19.8 25.23 710 264 94.7 66.1 5.31 3.24
150×100 3.2 12.0 15.33 488 262 65.1 52.5 5.64 4.14
150×100 4.5 16.6 21.17 658 352 87.7 70.4 5.58 4.08
150×100 6.0 21.7 27.63 835 444 111 88.8 5.50 4.01
150×100 9.0 31.1 39.67 113×10 595 151 119 5.33 3.87
200×100 4.5 20.1 25.67 133×10 455 133 90.9 7.20 4.21
200×100 6.0 26.4 33.63 170×10 577 170 115 7.12 4.14
200×100 9.0 38.2 48.67 235×10 782 235 156 6.94 4.01
200×150 4.5 23.7 30.17 176×10 113×10 176 151 7.64 6.13
200×150 6.0 31.1 39.63 227×10 146×10 227 194 7.56 6.06
200×150 9.0 45.3 57.67 317×10 202×10 317 270 7.41 5.93
250×150 6.0 35.8 45.63 389×10 177×10 311 236 9.23 6.23
250×150 9.0 52.3 66.67 548×10 247×10 438 330 9.06 6.09
250×150 12.0 67.9 86.53 685×10 307×10 548 409 8.90 5.95
300×200 6.0 45.2 57.63 737×10 396×10 491 396 11.3 8.29
300×200 9.0 66.5 84.67 105×102 563×10 702 563 11.2 8.16
300×200 12.0 86.8 110.5 134×102 711×10 890 711 11.0 8.02
350×150 6.0 45.2 57.63 891×10 239×10 509 319 12.4 6.44
350×150 9.0 66.5 84.67 127×102 337×10 726 449 12.3 6.31
350×150 12.0 86.8 110.5 161×102 421×10 921 562 12.1 6.17
400×200 6.0 54.7 69.63 148×102 509×10 739 509 14.6 8.55
400×200 9.0 80.6 102.7 213×102 727×10 107×10 727 14.4 8.42
400×200 12.0 106 134.5 273×102 923×10 136×10 923 14.2 8.28

1. Dimensions other than those listed in the above table if particularly required shall be agreed upon by the purchaser and the manufacturer.

 

2. The symbols in this table are as follows.

page-115-183

3. Calculate the values of mass from the following formula assuming 1 cm³ of steel to be 7.85 g and round off the result to three significant figures in accordance with JIS Z 8401.

W=0.0157 t (A+B-3.287 г)

where

  • w: unit mass of the square tube
  • kg/m : wall thickness of the square tube mm
  • A,B: side length of the square tube mm

 

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