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형강류

등변ㄱ형강 Equal Angles (KS D 3503,3515/3502)

[등변ㄱ형강]
표준단면치수
Standard Sectional Dimension
(mm)
단면적
Sectional Area
(cm²)
단위중량
Unit Weight
(kg/m)
단면 2차모멘트
Moment of Inertia
(cm²)
단면
2차반지름
Radius of Gyation
(cm)
단면계수
Modulus of Section
(cm²)
HxB t A kg/m Max
lu
Min
lu
lx, ly Max
lu
Min
lu
Zx, Zy
25x25 3 4 2 1.427 1.12 1.26 0.332 0.747 0.94 0.483 0.448
30x30 3 4 2 1.727 1.36 2.26 0.59 0.908 1.14 0.585 0.661
40x40 3 4.5 2 2.336 1.83 5.60 1.46 1.23 1.55 0.790 1.21
4 4.5 3 2.937 2.42 7.09 1.84 1.21 1.53 0.78 1.55
5 4.5 3 3.755 2.95 8.59 2.25 1.20 1.51 0.774 1.91
45x45 4 6.5 3 3.492 2.74 10.30 2.70 1.36 1.71 0.880 2
50x50 4 6.5 3 3.892 3.06 14.4 3.76 1.53 1.92 0.983 2.49
6 6.5 4.5 5.644 4.43 20 5.23 1.5 1.88 0.963 3.55
60x60 4 6.5 3 4.692 3.68 25.4 6.62 1.85 2.33 1.19 3.66
5 6.5 3 5.802 4.55 31.2 8.09 1.84 2.32 1.18 4.52
6 6.5 4.5 6.844 5.37 35.9 9.3 1.82 2.29 1.17 5.24
65x65 6 8.5 4 7.527 5.91 46.6 12.2 1.98 2.49 1.27 6.27
8 8.5 6 9.761 7.66 58.3 15.3 1.94 2.44 1.25 7.97
70x70 6 8.5 4 8.127 6.38 58.9 15.3 2.14 2.69 1.37 7.33
75x75 6 8.5 4 8.727 6.85 73.2 19 2.3 2.9 1.48 8.47
9 8.5 6 12.69 9.96 102 26.7 2.25 2.84 1.45 12.1
12 8.5 6 16.56 13 129 24.5 2.222 2.79 1.44 15.7
80x80 6 8.5 4 9.327 7.32 89.6 23.2 2.46 3.1 1.58 9.7
7 8.5 4 10.797 8.48 102.4 26.8 2.44 3.08 1.58 11.12
90x90 6 10 5 12.22 8.28 128 33.4 2.77 3.48 1.78 14.2
7 10 5 15.39 9.59 148 38.3 2.76 3.48 1.77 17.65
90x90 9 10 7 15.39 12.1 182 47.3 2.27 3.44 1.75 17.65
10 10 7 17.0 13.3 199 51.7 2.71 2.71 1.74 19.5
13 10 7 21.71 17.0 248 65.3 2.68 2.68 1.73 24.8
100x100 7 10 5 13.62 10.7 205 53.2 3.08 3.08 1.98 17.7
10 10 7 19.00 14.9 278 72.0 3.04 3.04 1.95 24.4
13 10 7 24.31 19.1 348 91.1 3 3 1.94 31.1
120x120 8 12 5 18.76 14.7 410 106 3.71 3.71 2.38 29.5
130x130 9 12 6 22.74 17.9 583 150 4.01 4.01 2.57 38.7
12 12 8.5 29.76 23.4 743 192 3.96 3.96 2.54 49.9
15 12 8.5 36.75 28.8 902 234 3.93 3.93 2.53 61.5
150x150 10 14 7 29.21 22.9 997 258 4.63 4.63 2.97 57.3
12 14 7 34.77 27.3 1.18 304 4.61 4.61 2.96 68.1
15 14 10 42.74 33.6 1.41 365 4.56 4.56 2.92 82.6
19 14 10 53.38 41.9 1.73 451 4.52 4.52 2.91 103.0
175x175 12 15 11 40.52 31.8 1.86 480 5.38 5.38 3.44 91.8
15 15 11 50.21 39.4 2.29 589 5.35 5.35 3.42 114.0
200x200 15 17 12 57.75 45.3 3.47 891 6.14 6.14 3.93 150.0
20 17 12 76.00 59.7 4.49 1.16 6.09 6.09 3.9 197.0
25 17 12 93.75 73.6 5.42 1.41 6.04 6.04 3.88 242.0
250x250 25 24 12 119.40 93.7 11 2.86 7.63 7.63 4.9 388.0
35 24 18 162.60 128 14.4 3.79 7.49 7.49 4.83 519.0

부등변ㄱ형강 Unequal Angles (KS D 3503,3515/3502)

[부등변ㄱ형강]
표준단면치수
Standard Sectional Dimension
(mm)
단면적
Sectional Area
(cm²)
단위중량
Unit Weight
(kg/m)
단면 2차모멘트
Moment of Inertia
(cm²)
단면
2차반지름
Radius of Gyation
(cm)
단면계수
Modulus of Section
(cm²)
HxB t A kg/m lx ly Max
lu
Min
lu
lx ly Max
lu
Min
lu
Zx Zy
50x30 3 6 2 2.33 1.83 6.06 2.05 86 9.9 1.91 0.99 6.76 1.00 1.8 0.704
100x75 7 10 5 11.87 9.32 118 56.9 144 30.8 3.15 2.19 3.49 1.61 17.0 10.0
100x75 10 10 7 16.50 13.0 159 76.1 194 41.3 3.11 2.15 3.43 1.58 23.3 13.7
125x75 7 10 5 13.62 10.7 219 60.4 243 36.4 4.01 2.11 4.23 1.64 26.1 10.3
125x75 10 10 7 19.00 14.9 299 80.8 330 49.0 3.96 2.06 4.17 1.61 36.1 14.1
125x75 13 10 7 24.31 19.1 376 101.0 415 61.9 3.93 2.04 4.13 1.60 46.1 17.9
150x90 9 12 6 20.94 16.4 485 133.0 537 80.4 4.81 2.52 5.06 1.96 48.2 19.0
150x90 12 12 8.5 27.36 21.5 619 167.0 685 102.0 4.76 2.47 5.00 1.93 62.3 24.3

부등변 부등후ㄱ형강 Inverted Angles (KS D 3503,3515/3502)

[부등변 부등후ㄱ형강]
표준단면치수
Standard Sectional Dimension
(mm)
단면적
Sectional Area
(cm²)
단위중량
Unit Weight
(kg/m)
단면 2차모멘트
Moment of Inertia
(cm²)
단면
2차반지름
Radius of Gyation
(cm)
단면계수
Modulus of Section
(cm²)
HxB t A kg/m lx ly Max
lu
Min
lu
lx ly Max
lu
Min
lu
Zx Zy
200x90 9 14 14 29.66 23.3 1,210 200 1,290 125 6.39 2.60 6.58 2.05 88.7 88.7
250x90 10 15 17 37.47 29.4 2,440 223 2,520 147 8.08 2.44 8.2 1.98 149 149
250x90 12 16 17 42.95 33.7 2,790 238 2,810 160 8.07 2.35 8.18 1.93 174 174
300x90 11 16 19 46.22 36.3 4,370 245 4,440 168 9.72 2.30 9.8 1.90 229 229
300x90 13 17 19 52.67 41.3 4,940 259 5,020 181 9.68 2.22 9.76 1.85 265 265
350x100 12 17 22 57.74 45.3 7,440 362 7,440 251 11.3 2.50 11.4 2.08 338 338
400x100 13 18 24 68.59 53.8 11,500 388 11,500 277 12.9 2.38 13 2.01 467 467

ㄷ형강 Channels (KS D 3503,3515/3502)

[ㄷ형강]
표준단면치수
Standard Sectional Dimension
(mm)
단면적
Sectional Area
(cm²)
단위중량
Unit Weight
(kg/m)
단면 2차모멘트
Moment of Inertia
(cm²)
단면
2차반지름
Radius of Gyation
(cm)
단면계수
Modulus of Section
(cm²)
HxB A W lx ly ix iy Zx Zy
75x40 5 7 8 4 8.818 6.92 75.3 12.2 2.92 1.17 20.1 4.47
100x50 5 7.5 8 4 11.92 9.36 188 26.0 3.97 1.48 37.6 7.52
125x65 6 8 8 4 17.11 13.40 424 61.8 4.98 1.90 67.8 13.4
150x75 6.5 10 10 5 23.71 18.6 861 117 6.03 2.22 115 22.4
200x80 7.5 11 12 6 31.33 24.6 1.95 168 7.88 2.32 195 29.1
200x90 8 13.5 14 7 38.65 30.3 2.49 277 8.02 2.68 249 44.2
250x90 9 13 14 7 44.07 34.6 4.18 294 9.74 2.58 334 44.5
300x90 9 13 14 7 48.57 38.1 6.44 309 11.5 2.52 429 45.7
380x100 10.5 16 18 9 69.69 54.5 14.50 535 14.5 2.78 763 70.5
380x100 13 20 24 12 85.71 67.3 17.60 655 14.3 2.76 926 87.8

붉은 바탕별도 주문 판매

강널말뚝 Sheet Piles (KS F 4604)

[강널말뚝]
Section 표준단면치수
Standard Sectional Dimension
단면적
Sectional Area
단위중량
Unit Weight
단면 2차모멘트
Moment of Inertia
단면계수
Modulus of Section
B H t Per Pile PerWall
Width
Per Pile PerWall
Width
Per Pile PerWall Width Per Pile PerWall Width
mm mm mm cm² cm²/m kg/m kg/m² cm⁴ cm⁴/m cm³ cm³/m
SP-II 400 100 10.5 61.2 153.0 48.0 120 1,240 8,740 152 874
SP-III 400 125 13.0 76.4 191.0 60.0 150 2,220 16,800 223 1,340
SP-IIIA(E) 400 150 13.1 74.4 186.0 58.4 146 2,790 22,800 250 1,520
SP-IIIA(D) 400 150 13.0 76.4 191.0 60.0 150 3,060 22,600 278 1,510
SP-IV 400 170 15.5 96.9 242.5 76.1 190 4,670 38,600 362 2,270
SP-VL 500 200 24.3 133.8 267.6 105.0 210 7,960 63,000 520 3,150
SP-VA 500 200 19.5 133.8 267.6 105.0 210 7,960 63,000 520 3,150
SP-IIW 600 200 10.3 78.7 131.2 61.8 103 2,110 13,100 203 1,000
SP-IIW 600 130 13.4 103.9 173.2 81.6 136 5,220 32,400 376 1,800
SP-IIW 600 180 18.0 135 225.5 106.0 177 8,630 56,700 539 2,700

c형강 C-Channels (KS D 3530)

[c형강]
표준단면치수
Standard Sectional
Dimension(mm)
단위중량
Unit Weight
단면적
Sectional Area
단면계수
Modulus of Section
HxBxCxt kg/m cm² Zx Zy
60x30x10x1.6 1.63 2.072 3.88 1.32
60x30x10x2.0 1.99 2.537 4.65 1.55
60x30x10x2.3 2.25 2.872 5.20 1.71
75x45x15x1.6 2.32 2.952 7.24 3.13
75x45x15x2.0 2.86 3.637 8.79 3.76
75x45x15x2.3 3.25 4.137 9.90 4.24
100x50x20x1.6 2.88 3.672 11.7 4.47
100x50x20x2.0 3.56 4.537 14.3 5.40
100x50x20x2.3 4.06 5.172 16.1 6.06
100x50x20x2.6 4.55 5.796 17.9 6.68
100x50x20x3.2 5.50 7.007 21.3 7.81
125x50x20x2.0 3.95 5.037 19.7 5.18
125x50x20x2.3 4.51 5.747 21.9 6.22
125x50x20x3.2 6.13 7.807 29.0 8.02
150x50x20x3.2 6.76 8.607 37.4 8.19
150x65x20x3.2 7.51 9.567 44.3 12.2
150x65x20x4.0 9.22 11.75 53.5 14.5
150x65x20x4.5 10.3 13.07 58.8 15.7
150x75x20x3.2 8.27 10.53 50.0 17.3
200x75x20x3.2 9.27 11.81 71.6 15.8
200x75x20x4.5 12.7 16.22 96.3 20.6
200x75x20x5.0 14.0 17.86 105 22.1
200x75x25x3.2 9.52 12.13 73.6 17.8
200x75x25x4.0 11.7 14.95 89.5 21.3
200x75x25x4.5 13.1 16.67 99.0 23.3
200x80x20x4.0 13.3 16.95 123 21.4
250x80x20x4.5 14.9 18.92 137 23.4

회색 바탕일반규격

평철

평철
표준단면치수
Standard Sectional
Dimension
(mm)
단위중량
Unit
Weight
두께(t) 폭(b) kg/m
3.0 12 0.24
13 0.31
16 0.38
19 0.45
22 0.52
25 0.59
32 0.75
38 0.9
50 1.18
55 1.53
3.2 89 2.23
4.0 13 0.41
16 0.5
19 0.6
25 0.88
32 1.01
38 1.19
4.5 12 0.42
13 0.46
16 0.57
19 0.67
22 0.78
25 0.88
32 1.13
38 1.34
44 1.55
50 1.77
60 2.12
65 2.3
70 2.47
75 2.65
80 2.83
90 3.18
100 3.53
12 190 17.9
200 18.8
250 23.6
300 28.3
350 33.0
400 37.7
14 150 6.50
16 25 3.14
32 4.02
38 4.77
44 5.53
50 6.28
60 7.54
65 8.16
70 8.79
75 9.42
80 10.0
90 11.3
100 12.6
110 13.8
125 15.7
150 18.8
160 20.1
165 20.7
170 21.4
175 22.0
180 22.6
190 23.9
200 25.1
250 31.4
300 37.7
350 44.0
400 50.2
평철
표준단면치수
Standard Sectional
Dimension
(mm)
단위중량
Unit
Weight
두께(t) 폭(b) kg/m
6.0 13 0.61
16 0.75
19 0.9
22 1.04
25 1.18
32 1.51
38 1.79
44 2.07
50 2.36
60 2.83
65 3.06
70 3.3
75 3.53
80 3.77
90 4.24
100 4.71
110 5.18
125 5.89
150 7.1
9.0 25 1.77
32 2.26
38 2.68
44 3.11
50 3.53
60 4.24
65 4.59
70 4.95
75 5.3
80 5.65
90 6.36
100 7.06
110 7.77
125 8.83
150 10.6
160 11.3
19 32 4.77
38 5.67
44 6.56
50 7.46
60 8.98
65 9.69
70 10.4
75 11.2
80 11.9
90 13.4
100 14.9
110 16.4
125 18.6
150 22.4
160 23.9
165 24.6
170 25.4
175 26.1
180 26.8
190 28.3
200 29.8
250 37.3
300 44.7
350 52.2
400 59.7
22 160 27.6
165 28.5
170 29.4
175 30.2
180 31.1
190 32.8
200 34.5
250 43.2
300 51.8
350 60.4
400 69.1
평철
표준단면치수
Standard Sectional
Dimension
(mm)
단위중량
Unit
Weight
두께(t) 폭(b) kg/m
9.0 165 11.7
170 12
175 12.4
180 12.7
190 13.4
200 14.1
250 17.7
300 21.2
10 50 3.92
80 6.28
90 7.06
100 7.85
125 9.81
150 11.8
11 125 10.8
12 25 2.36
32 3.01
38 3.58
44 4.14
50 4.71
60 5.65
65 6.12
70 6.59
75 7.06
80 7.54
90 8.48
100 9.42
110 10.4
125 11.8
150 14.1
160 15.1
165 15.5
170 16
175 16.5
180 17
25 160 31.4
165 32.4
170 33.4
175 34.3
180 35.3
190 37.3
200 39.2
250 49.1
300 58.9
350 68.7
400 78.5
28 160 35.2
165 36.3
170 37.4
175 38.5
180 39.6
190 41.8
200 44.0
250 55.0
300 65.9
350 76.9
400 87.9
32 160 40.2
165 41.4
170 42.7
175 44.0
180 45.2
190 47.7
200 50.2
250 62.8
300 75.4
350 87.9
400 100

회색 바탕일반규격

원형강 Round Bar (KS D 3707/3708/3709)

원형강
직경
Diameter
단위중량
Unit
Weight
(mm) kg/m
6 0.222
7 0.302
8 0.395
9 0.499
10 0.617
11 0.746
12 0.888
13 1.04
14 1.21
15 1.39
16 1.58
17 1.78
18 2.00
19 2.23
20 2.47
21 2.72
22 2.98
23 3.26
24 3.55
25 3.85
26 4.17
27 4.50
28 4.83
29 5.19
30 5.92
31 5.55
32 6.31
33 6.46
34 7.13
35 7.56
원형강
직경
Diameter
단위중량
Unit
Weight
(mm) kg/m
36 7.99
38 8.90
40 9.87
42 10.88
45 12.49
46 13.0
48 14.2
50 15.4
55 18.7
60 22.2
65 26.0
70 30.2
75 34.7
80 39.5
85 44.5
90 49.9
95 56.6
100 61.7
110 74.6
120 88.8
130 104
140 121
150 139
160 157.8
170 178.2
180 199.8
190 222.6
200 246.8
210 271.8
220 298.4
원형강
직경
Diameter
단위중량
Unit
Weight
(mm) kg/m
230326.0
240355.0
250385.4
260416.6
270449.2
280483.1
290518.3
300544.6
310592.2
320631.0
330671.1
340712.3
350754.9
360798.6
370843.6
380889.8
390937.3
400986.0
4101035.9
4201087.3
4301140.2
4401193.0
4501249.9
4601303.9
4901419.8
5001479.6
6001537.0
7002219.1
7003025.0
8003745.0

회색 바탕일반규격

사각형 Steel Square Bars

압력(고온.저온)배관용 강관
변(A) 단위중량
Unit Weight
(mm) kg/m
60.283
80.502
90.636
9.50.708
100.785
121.130
12.71.266
141.539
151.77
162.010
192.834
203.140
223.799
254.906
286.154
28.56.376
307.065
328.038
359.62
3811.335
4012.560
4515.895
5019.625
5523.746
6028.260
6533.2
7544.2
9063.6
10078.5
120113.0

육각형 Steel Hexagonal Bars

육각형
변(A) 단위중량
Unit Weight
(mm) kg/m
90.551
100.680
110.23
120.979
131.149
141.332
151.530
161.740
171.965
192.454
202.719
223.290
243.919
254.249
264.596
274.956
29 5.717
306.118
326.961
358.323
368.811
389.817
4111.43
4614.38
5016.995
5520.565
6024.474

팔각형 Steel Octagonal Bars

팔각형
변(A) 단위중량
Unit Weight
(mm) kg/m
9 0.526
10 0.650
11 0.787
12 0.936
13 1.090
14 1.275
15 1.463
16 1.665
17 1.880
19 2.348
20 2.601
22 3.147
24 3.746
25 4.064
26 4.396
27 4.741
29 5.694
30 5.830
32 6.659
35 7.966
36 8.428
38 9.390
41 11.471
46 13.761
50 16.257
55 19.672
60 23.411

회색 바탕일반규격