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角鋼規格表

作者:AM8亚美来源:[AM8亚美公司]访问:924时间:2019-12-06

等邊角鋼理論重量計算

鋼材理論重量計算的計量單位為公斤( kg )。其基本公式為 :

W (重量, kg ) = F (斷麵積 mm2 )× L (長度, m )×ρ(密度, g/cm3 )× 1/1000鋼的密度為: 7.85g/cm3 ,各種鋼材理論重量計算公式如下: 名稱(單位) 計算公式 符號意義 計算舉例 等邊角鋼(kg/m)

W= 0.00785 ×[d (2b ?C d )+0.215 (R2 ?C 2r 2 )]

b= 邊寬d= 邊厚R= 內弧半徑r= 端弧半徑

求 20 mm × 4mm 等邊角鋼的每m 重量。從冶金產品目錄中查出 4mm × 20 mm 等邊角鋼的R 為3.5 ,r 為1.2 ,則每m 重量= 0.00785 ×[4 ×(2 ×20 ?C 4 )+0.215 ×(3.52 ?C 2 ×1.2 2 )]= 1.15kg角鋼號數尺寸(毫米)截斷麵積理論重量表麵積A×bTr(厘米2)(公斤/米)(米2/米)2.52533.51.4321.1240.09841.8591.4590.09733034.51.7491.3730.11742.2761.7860.117440352.3591.8520.15743.0862.4220.15753.7912.9760.1564.545352.6592.0880.17743.4862.7360.17754.2923.3690.17665.0763.9850.17655035.52.9712.3320.19743.8973.0590.19755.54.8033.770.19665.6884.4650.1966.363474.9783.9070.24856.1434.8220.24867.2885.7210.24789.5157.4690.2471011.6579.1510.246770485.574.3720.27556.8755.3970.27568.166.4060.27579.4247.3980.275810.6678.3730.2747.575597.3675.8180.29568.7976.9050.294710.167.9760.294811.5039.030.2941014.12611.0890.293880597.9126.2110.31569.3977.3760.314710.868.5250.314812.3039.6580.3141015.12611.8740.31399061010.6378.350.354712.3019.6560.354813.94410.9460.3531017.16713.4760.3531220.30615.940.3521010061211.9329.3660.393713.79610.830.393815.63812.2760.3931019.26115.120.392上海千虹實業有限公司銷售電話:021-5589626610100121222.817.8980.3911426.25620.6110.3911629.62723.2570.391111071215.19611.9280.433817.23813.5320.4331021.26116.690.4321225.219.7820.4311429.05622.8090.43112.512581411.93215.5040.4921013.79619.1330.4911215.63822.6960.4911419.26126.1930.4914140101427.37321.4880.5511232.51225.5220.5511437.56729.490.551642.53933.3930.54916160101631.50224.7290.631237.44129.3910.631443.29633.9870.6291649.06738.5180.62918180121642.24133.1590.711448.89638.3830.7091655.46743.5420.7091861.95548.6340.70820200141854.64242.8940.7881662.01348.680.7881869.30154.4010.7872076.50560.0560.7872490.66171.1680.785

型號

尺寸 (mm)

長度 (m)

理論重量 (kg/m)

邊寬

邊厚

2

20

3

4

3-9

0.889

1.145

2.5

25

3

4

3-9

1.124

1.459

3

30

30

3

4

3-9

1.373

1.786

3.6

36

3

4

5

3-9

1.656

2.163

2.654

4

40

3

4

5

3-9

1.852

2.422

2.976

4.5

45

3

4

5

6

4-12

2.088

2.736

3.369

3.985

5

50

3

4

5

6

4-12

2.332

3.059

3.770

4.465

5.6

56

3

4

5

8

4-12

2.624

3.446

4.251

6.568

6.3

63

4

5

6

8

10

4-12

3.907

4.822

5.721

7.469

9.151

7

70

4

5

6

7

8

4-12

4.372

5.397

6.406

7.398

8.373

7.5

75

5

6

7

8

10

4-12

5.818

6.905

7.976

9.030

11.089

8

80

5

6

7

8

10

4-12

6.211

7.376

8.525

9.658

11.874

9

90

6

7

8

10

12

4-19

8.350

9.656

10.946

13.476

15.940

10

100

6

7

8

10

12

14

16

9.366

10.830

12.276

15.120

17.898

20.611

23.257

11

110

7

8

10

12

14

4-19

11.928

13.532

16.690

19.782

22.809

12.5

125

10

12

14

4-19

19.133

22.696

26.193

14

140

10

12

14

16

4-19

21.488

25.522

29.490

33.393

16

160

10

12

14

16

6-19

24.729

29.391

33.987

38.518

18

180

12

14

16

18

6-19

33.159

38.383

43.542

48.634

20

200

14

16

18

20

24

6-19

42.894

48.680

54.401

60.056

71.168

熱軋等邊角鋼尺寸及重量計算公式:W(kg/m)=0.00785*邊厚*(2邊寬-邊厚)

不等邊角鋼理論重量計算

鋼材理論重量計算的計量單位為公斤( kg )。其基本公式為:

W (重量, kg ) = F (斷麵積 mm2 )× L (長度, m )×ρ(密度, g/cm3 )× 1/1000鋼的密度為: 7.85g/cm3 ,各種鋼材理論重量計算公式如下: 名稱(單位) 計算公式 符號意義 計算舉例 不等邊角鋼(kg/m)

W= 0.00785 ×[d (B+b ?C d )+0.215 (R2 ?C 2 r 2 )]

B= 長邊寬b= 短邊寬d= 邊厚R= 內弧半徑r= 端弧半徑

求 30 mm × 20mm × 4mm 不等邊角鋼的每m 重量 。從冶金產品目錄中查出30 ×20 ×4 不等邊角鋼的R 為3.5 ,r 為1.2  ,則每m 重量= 0.00785 ×[4 ×(30+20 ?C 4 )+0.215 ×(3.52 ?C 2 ×1.2 2 )]= 1.46kg

型號尺寸(mm)理論重量(kg/m)長邊寬短邊寬邊厚2.5/1625

25

16

16

3

4

0.912

1.176

3.2/2322031.171322041.5224/2.5402531.484402541.9364.5/2.8452831.687452842.2035/3.2503231.908503242.4945.6/3.6563632.153563642.818563653.4666.3/4634043.185634053.920634064.638634075.3397/4.5704543.570704554.403704565.218704576.0117.5/5755054.808755065.699755087.4317550109.0988/5805055.005805065.935805076.848805087.7459/5.6905655.661905666.717905677.756905688.77910/6.31006367.5501006378.7221006389.878100631012.14210/81008068.3501008079.65610080810.946100801013.47611/71107068.3501107079.65611070810.946110701013.47612.5/812580711.06612580812.511125801015.474125801218.33014/914090814.160140901017.475140901220.724140901423.90816/101601001019.8721601001223.5921601001427.2471601001630.83518/111801101022.2731801101226.4641801101430.5891801101634.64920/12.52001251229.7612001251434.4362001251639.0452001251843.588角鋼規格:

mm
3
4
5
6
7
8
9
10
12
25×25
1.13
1.45
1.77
30×30
1.36
1.77
2.17
40×40
1.85
2.41
2.97
3.49
50×50
3.07
3.79
4.46
60×60
4.58
5.42
6.24
7.03
63×63
5.03
5.95
6.84
7.71
65×65
5.15
6.19
7.22
8.25
70×70
5.42
6.42
7.39
8.34
75×75
5.82
6.89
7.95
8.97
10
11
80×80
7.37
8.5
9.61
10.7
11.8
90×90
8.33
9.65
10.9
12.2
13.4
15.9
100×100
9.28
10.8
12.2
13.6
15
17.8

部分角鋼規格表等邊角鋼

25*25*3 30*30*3/4 40*40*3/4/5 50*50*4/5/6 60*60*5/6

63*63*5/6/8 70*70*5-8 75*75*5-10 80*80*6-10 90*90*7-10

100*100*8-10 110*110*8-10 125*125*8-10 140*140*10-14

160*160*10-16 180*180*12-18 200*200*16-24

不等邊角鋼

56*36*4/5 63*40*5/6 75*50*5/6/8 90*56*6/8 100*63*6/8/10

100*80*8/10 110*70*8/10/12 125*80*8/10/12 140*90*8/10/12

160*100*10/12/14 180*110*10/12 200*125*12/14 熱軋等邊角鋼理論重量表 、角鋼規格表型號 尺寸(mm) 理論重量 型號 尺寸(mm) 理論重量邊寬 厚度 kg/m 邊寬 厚度 kg/m2 20 3 0.877 9 90 10 13.4764 1.145 12 15.942.5 25 3 1.121 10 100 6 9.3664 1.459 7 10.833 30 3 1.373 8 12.2764 1.786 10 15.124 40 3 1.852 12 17.8984 2.422 14 20.6115 2.976 16 23.2575 50 3 2.332 11 110 7 11.9284 3.059 8 13.5325 3.77 10 16.696 4.465 12 19.7826.3 63 4 3.097 14 22.8095 4.822 12.5 125 8 15.5046 5.721 10 19.1338 7.469 12 22.69610 9.151 14 26.1937 70 4 4.372 14 140 10 21.4885 5.397 12 25.5226 6.406 14 29.497 7.398 16 33.3938 8.373 16 160 10 24.7297.5 75 5 5.818 12 29.3916 6.905 14 33.9877 7.976 16 38.5188 9.03 18 180 12 33.15910 11.089 14 38.3838 80 5 6.221 16 43.5426 7.376 18 48.6347 8.525 20 200 14 42.8948 9.658 16 48.6810 11.874 18 54.4019 90 6 8.35 20 60.0567 9.656 24 71.1688 10.946熱軋等邊角鋼尺寸及重量 計算公式:W(kg/m)=0.00785*邊厚*(2邊寬-邊厚)

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