扁鋼理論重量表大全

發(fā)布者：qywl發(fā)布時(shí)間：2010-4-6閱讀：1424次【字體：大中

雙擊自動(dòng)滾屏

小】

扁鋼理論重量表大全

扁理論質(zhì)量/(kg/m)

鋼

寬

度5678910111214151618202530

/

mm

0.4

80.310.38

4

0.50.60.7

100.390.47

531

0.60.70.80.91.0

120.470.55

65544

0.70.80.91.01.1

130.510.61

12222

0.70.80.91.11.21.3

140.550.66

789012

150.590.710.80.91.01.11.21.4

246891

0.81.01.11.21.31.51.7

160.630.75

8036816

0.91.11.21.41.51.71.92.12.2

180.710.85

937150626

1.11.21.41.51.71.82.22.32.52.6

200.780.94

0617388613

1.21.31.51.71.92.02.42.62.73.13.4

220.861.04

1.31.51.61.82.02.22.62.83.03.33.7

240.941.13

21987643197

1.31.51.71.92.12.32.72.93.13.53.9

250.981.18

77766654432

1.51.71.92.22.42.63.03.23.53.94.45.4

281.101.32

468024882609

1.61.82.12.32.52.83.33.53.74.24.75.8

301.181.41

582693037419

1.72.02.22.52.73.03.53.74.05.05.06.2

321.517.54

616161272228

1.92.12.42.73.03.23.84.14.34.95.46.8

351.658.24

297529529597

1.92.22.52.83.13.33.94.24.55.05.67.0

361.708.48

864319642956

2.02.32.62.93.23.54.14.44.75.35.97.4

388.95

998888877776

2.22.52.83.13.43.74.44.75.05.66.27.8

409.42

013457012505

2.83.13.53.84.24.95.25.66.37.08.810.6

45

383945956630

槽鋼理論重量表大全

槽鋼理論重量

規(guī)格型號(hào)重量/米(kg)

50*37*4.55#5.44

63**40*4.86.3#6.635

65*40*4.86.5#6.7

80*43*58#8.045

100*48*5.310#10.007

120*53*5.512#12.06

126*53*5.512.6#12.37

140*60*814#A14.53

140*60*814#B16.73

360*96*936#A47.814

360*98*1136#B53.466

400*100*10.540#A58.928

400*102*12.540#B65.208

熱軋等邊角鋼理論重量表

尺寸(mm)理論重量尺寸(mm)理論重量

型號(hào)型號(hào)

邊寬厚度kg/m邊寬厚度kg/m

30.8771013.476

220990

41.1451215.94

31.12169.366

2.525

41.459710.83

31.373812.276

330

41.786101001015.12

31.8521217.898

44042.4221420.611

52.9761623.257

32.332711.928

55043.05911110813.532

53.771016.69

64.4651219.782

43.0971422.809

54.822815.504

6.36365.7211019.133

12.5125

87.4691222.696

109.1511426.193

44.3721021.488

55.3971225.522

14140

77066.4061429.49

77.3981633.393

88.3731024.729

55.8181229.391

16160

66.9051433.987

7.57577.9761638.518

89.031233.159

1011.0891438.383

18180

56.2211643.542

67.3761848.634

88078.5251442.894

89.6581648.68

20200

1011.8741854.401

99068.352060.056

79.6562471.168

810.946

角鋼理論重量表大全

角鋼理論重量表與角鋼理論重量計(jì)算

等邊角鋼理論重量計(jì)算

鋼材理論重量計(jì)算的計(jì)量單位為公斤（kg）。其基本公式為：

W（重量，kg）=F（斷面積mm2）XL（長(zhǎng)度，m）Xp（密度，g/cm3）

X1/10。。鋼的密度為：7.85g/cm3,各種鋼材理論重量計(jì)算公式如下：名稱(chēng)（單

位）計(jì)算公式符號(hào)意義計(jì)算舉例等邊角鋼（kg/m）

W=0.00785X[d(2b?Cd)+0.215(R2?C2r2)]

b=邊寬d=邊厚R=內(nèi)弧半徑r=端弧半徑

求20mmX4mm等邊角鋼的每m重量。從冶金產(chǎn)品書(shū)目中查出4mmX20

mm等邊角鋼的R為3.5,i?為1.2，則每m重量=0.00785x[4X(2X2O?C

4)+0.215X(3.52?C2X1.22)]=1.15kg

尺寸(mm)長(zhǎng)度理論重量

型號(hào)

邊寬邊厚(m)(kg/m)

30.889

2203-9

41.145

31.124

2.5253-9

41.459

3031.373

33-9

3041.786

31.656

3.63643-92.163

52.654

31.852

4403-9

42.422

52.976

32.088

42.736

4.5454-12

53.369

63.985

32.332

43.059

5504-12

53.770

64.465

32.624

43.446

5.6564-12

54.251

86.568

43.907

54.822

6.3634-12

65.721

87.469

109.151

44.372

55.397

77064-126.406

77.398

88.373

55.818

66.905

7.57574-127.976

89.030

1011.089

56.211

67.376

8804-12

78.525

89.658

1219.782

1422.809

1019.133

12.5125124-1922.696

1426.193

1021.488

1225.522

141404-19

1429.490

1633.393

1024.729

1229.391

161606-19

1433.987

1638.518

1233.159

1438.383

181806-19

1643.542

熱軋等邊角鋼尺寸與重量計(jì)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(jì)算

鋼材理論重量計(jì)算的計(jì)量單位為公斤（kg）。其基本公式為：

W（重量，kg）=F（斷面積mm2）XL（長(zhǎng)度，m）Xp（密度，g/cm3）

X1/1000鋼的密度為：7.85g/cm3,各種鋼材理論重量計(jì)算公式如下：名稱(chēng)彈

位）計(jì)算公式符號(hào)意義計(jì)算舉例不等邊角鋼（kg/m）

W=0.00785X[d（B+b?Cd）+0.215（R2?C2r2）]

B=長(zhǎng)邊寬b=短邊寬d=邊厚R=內(nèi)弧半徑片端弧半徑

求30mmX20mmX4mm不等邊角鋼的每m重量。從冶金產(chǎn)品書(shū)目中查

出30X20X4不等邊角鋼的R為3.5,I?為1.2,則每m重量=0.00785x[4

X(30+20?C4)+0.215X(3.52?C2X1.22)]=1.46kg

尺寸(mm)

型號(hào)理論重量(kg/m)

長(zhǎng)邊寬短邊寬邊厚

251630.912

2.5/16

251641.176

322031.171

3.2/2

322041.522

402531.484

4/2.5

402541.936

452831.687

4.5/2.8

452842.203

503231.908

5/3.2

503242.494

563632.153

5.6/3.6563642.818

563653.466

634043.185

6.3/4

634053.920

634064.638

634075.339

704543.570

704554.403

7/4.5

704565.218

704576.011

755054.808

755065.699

7.5/5

755087.431

7550109.098

805055.005

805065.935

8/5

805076.848

805087.745

905655.661

905666.717

9/5.6

905677.756

905688.779

1006367.550

10/6.3

1006378.722

1006389.878

100631012.142

1008068.350

1008079.656

10/8

10080810.946

100801013.476

1107068.350

1107079.656

11/7

11070810.946

110701013.476

12580711.066

12580812.511

12.5/8

125801015.474

125801218.330

14090814.160

140901017.475

14/9

140901220.724

140901423.908

1601001019.872

16/10

1601001223.592

1601001427.247

1601001630.835

1801101022.273

1801101226.464

18/11

1801101430.589

1801101634.649

2001251229.761

2001251434.436

20/12.5

2001251639.045

2001251843.588

扁鋼理論重量表

規(guī)格長(zhǎng)度理論重量

寬度厚度m(kg/m)

10

345678

0.240.310.390.470.550.63

12

345678

0.280.380.470.570.660.75

14

345678

0.330.440.550.660.770.88

16

345678910

0.380.500.630.750.881.001.151.26

18

3456789103

0.420.570.710.850.991.131.271.41

20

3456789101112

0.470.630.780.941.101.261.411.571.731.88

22

3456789101112

0.520.690.861.041.211.381.551.731.902.07

25

34567891011121416

0.590.790.981.181.371.571.771.962.162.362.752..943.1

4

28

34567891011121416

0.660.881.101.321.541.761.982.202.422.643.083.283.5

3

30

345678910111214161820

0.710.941.181.411.651.882.122.362.592.833.303.533.77

4.244.71

32

345678910111214161820

0.751.011.251.501.762.012.262.552.763.013.513.774.02

4.525.02

35

345678910111214161820222528

0.821.101.371.651.922.202.472.753.023.303.854.124.4

04.955.506.04

6.877.69

40

345678910111214161820222528

0.941.261.571.882.202.512.833.143.453.774.405.025.6

56.286.917.858.79

45

3456789101112141618202225283032

1.061.411.772.122.472.833.183.533.894.244.955.656.36

7.077.77

8.839.8910.6011.3012.72

50

345678910111214161820222528303236

1.181.571.962.362.753.143.533.934.324.715.506.287.07

7.858.649.81

10.9911.7812.5614.13

55

45678910111214161820222528303236

1.732.162.593.023.453.894.324.755.186.046.917.778.6

49.5010.79

12.0912.9513.8215.54

60

456789101112141618202225283032364045

1.882.362.833.303.774.244.715.185.656.597.548.489.

4210.36

11.7813.1914.1315.0716.9618.8421.20

65

456789101112141618202225283032364045

2.042.553.063.574.084.595.105.616.127.148.169.191

0.2111.23

12.7614.2915.3116.3318.3720.4122.96

70

456789101112141618202225283032364045

2.202.753.303.854.404.955.506.046.597.698.799.8910.9

912.09

13.7415.3916.4917.5819.7821.9824.73

75

456789101112141618202225283032364045

2.362.943.534.124.715.305.896.487.078.249.4210.6011.

7812.95

14.7216.4917.6618.8421.1923.5526.49

80

567891011121416182022252830323640455

056

3.143.774.405.025.656.286.917.548.7910.0511.3012.

5613.8215.70

17.5818.8420.0922.6125.1228.2631.4035.17

85

56789101112141618202225283032364045505

660

3.344.004.675.346.016.677.348.019.3410.6812.0113.35

14.6816.68

18.6820.0221.3524.0226.6930.0333.3637.3640.04

90

56789101112141618202225283032364045505

660

3.534.244.955.656.367.077.778.489.8911.3012.7214.13

15.5417.66

19.7821.2022.6125.4328.2631.7935.3339.5642.39

95

56