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角钢理论重量表

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理论重量理论重量边宽厚度kg/m边宽厚度kg/m30.8771013.47641.1451215.9431.12169.36641.459710.8331.373812.27641.7861015.1231.8521217.89842.4221420.61152.9761623.25732.332711.92843.059813.53253.771016.6964.4651219.78243.0971422.80954.822815.50465.7211019.13387.4691222.696109.1511426.19344.3721021.48855.3971225.52266.4061429.4977.3981633.39388.3731024.72955.8181229.39166.9051433.98777.9761638.51889.031233.1591011.0891438.38356.2211643.54267.3761848.63478.5251442.89489.6581648.681011.8741854.40168.352060.05679.6562471.168810.946热轧等边角钢尺寸及重量 计算公式：W(kg/m)=0.00785*边厚*（2边宽-边厚）8802020099077014140

161607.57518180440

55011110

6.36312.51252209902.52510100330热轧等边角钢理论重量表角钢俗称角铁、是两边互相垂直成角形的长条钢材。有等边角钢和不等边角钢之分。等边角钢的两个边宽相等。其规格以边宽×边宽×边厚的毫米数表示。如“∠30×30×3”，即表示边宽为30毫米、边厚为3毫米的等边角钢。也可用型号表示，型号是边宽的厘米数，如∠3#。型号不表示同一型号中不同边厚的尺寸，因而在合同等单据上将角钢的边宽、边厚尺寸填写齐全，避免单独用型号表示。热轧等边角钢的规格为2#-20#。角钢可按结构的不同需要组成各种不同的受力构件，也可作构件之间的连接件。广泛地用于各种建筑结构和工程结构，如房梁、桥梁、输电塔、起重运输机械、船舶、工业炉、反应塔、容器架以及仓库货架等。角钢理论重量表

型号尺寸（mm)型号尺寸（mm)长边宽短边宽边厚251630.912251641.176322031.171322041.522402531.484402541.936452831.687452842.203503231.908503242.494563632.153563642.818563653.466634043.185634053.92634064.638634075.339704543.57704554.403704565.218704576.011755054.808755065.699755087.4317550109.098805055.005805065.935805076.848805087.745905655.661905666.717905677.756905688.7791006367.551006378.7221006389.878100631012.1421008068.351008079.65610080810.946100801013.4761107068.351107079.65611070810.946110701013.47612580711.06612580812.511125801015.4748/5.0

9/5.6

10/6.3

10/8.0

11/7.0

12.5/84.5/2.85/3.25.6/3.6

6.3/4

7/4.5

7.5/5热轧不等边角钢尺寸、理论重量表

2.5/163.2/24/2.5型号尺寸（mm）理论重量（kg/m）125801218.3314090814.16140901017.475140901220.724140901423.9081601001019.8721601001223.5921601001427.2471601001630.8351801101022.2731801101226.4641801101430.5891801101634.6492001251229.7612001251434.4362001251639.0452001251843.588不等边角钢理重计算：W(kg/m)=0.00785*边厚*（长边宽+短边宽边厚）14/9.0

16/10.0

18/11.0

20/12.512.5/8

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角钢理论重量表

角钢理论重量表

20*30.8895.334125*815.50493.02420*41.1456.870125*1019.133114.79825*20.7634.578125*1222.696136.17625*41.4598.754130*1019.800118.80030*20.9225.532130*1223.600141.60030*31.3738.238130*1325.400152.40030*41.78610.716130*1427.200163.20040*31.85211.112130*1630.900185.40040*42.42214.532150*1023.000138.00040*52.97617.856150*1227.300163.80045*42.73616.416150*1431.600189.60045*53.36920.214150*1533.800202.80050*32.33213.992140*1021.488128.92850*43.05918.354140*1225.522153.13250*53.77022.620140*1429.490176.94050*64.46526.790160*1024.729148.37456*43.44620.676160*1229.391176.34656*54.25125.506160*1433.987203.92263*43.90723.442160*1638.581231.48663*54.82228.932180*1233.159198.95463*65.72134.326180*1438.382230.29263*87.46944.814180*1643.542261.25270*55.39732.382180*1848.634291.80470*66.40638.436200*1442.894257.36470*77.39844.388200*1648.680292.08070*88.37350.238200*1854.401326.40675*55.81834.908200*2060.056360.33675*66.90541.430200*2471.168427.00875*77.97647.856200*2573.600441.60075*89.03054.180175*1231.800190.80075*1011.08966.534175*1539.400236.40075*910.06060.360250*250*2593.770562.62080*56.21137.266250*250*35128.000768.00080*67.37644.2560.00080*78.52551.1500.00080*89.65857.9480.00080*1011.87471.2440.00090*68.35050.1000.00090*79.65657.936125*75*710.70064.20090*810.94665.676125*75*812.20073.20090*1013.47680.856125*75*913.60081.600100*69.36656.196125*75*1015.00090.000100*710.83064.980125*75*1217.800106.800100*812.27673.656150*90*814.70088.200100*1015.12090.720150*90*916.40098.400100*1217.898107.388150*90*1018.200109.200110*711.92871.568150*90*1221.600129.600110*813.53281.192200*100*100.000110*1016.690100.140200*100*1227.620165.720110*1219.782118.692200*100*14120*814.88089.280200*100*1534.040120*1018.370110.220200*100*16120*1221.666129.996等 边 角 钢 (米重）

角钢理论重量表 2

角钢理论重量表 2

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Upload By Yelky

角钢理论重量表大全

2010-6-30

角钢理论重量表及角钢理论重量计算

等边角钢理论重量计算

钢材理论重量计算的计量单位为公斤（ kg ）。其基本公式为：

W （重量， kg ） = F （断面积 mm2 ）× L （长度， m ）×ρ（密度， g/cm3 ）× 1/1000钢的密度为： 7.85g/cm3 ，各种钢材理论重量计算公式如下： 名称（单位） 计算公式 符号意义 计算举例 等边角钢（kg/m）

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

b= 边宽d= 边厚R= 内弧半径r= 端弧半径

求 20 mm × 4mm 等边角钢的每m 重量。从冶金产品目录中查出 4mm × 20 mm 等边角钢的R 为3.5 ，r 为1.2 ，则每m 重量= 0.00785 ×[4 ×（2 ×20 ?C 4 ）+0.215 ×（3.52 ?C 2 ×1.2 2 ）]= 1.15kg

型号 尺寸 (mm) 长度 (m) 理论重量 (kg/m)

边宽 边厚

2 20 3

4 3-9 0.889

1.145 Upload By Yelky

Upload By Yelky

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

角钢理论重量表 3

角钢理论重量表 3

边宽厚度kg/mkg/条边宽厚度kg/mkg/条

30.8775.2621013.47680.856

41.1456.871215.9495.64

31.1216.72669.36656.196

41.4598.754710.8364.98

31.3738.238812.27673.656

41.78610.7161015.1290.72

31.85211.1121217.898107.388

42.42214.5321420.611123.666

52.97617.8561623.257139.542

32.33213.992711.92871.568

43.05918.354813.53281.192

53.7722.621016.69100.14

64.46526.791219.782118.692

43.09718.5821422.809136.854

54.82228.932815.50493.024

65.72134.3261019.133114.798

87.46944.8141222.696136.176

109.15154.9061426.193157.158

44.37226.2321021.488128.928

55.39732.3821225.522153.132

66.40638.4361429.49176.94

77.39844.3881633.393200.358

88.37350.2381024.729148.374

55.81834.9081229.391176.346

66.90541.431433.987203.922

77.97647.8561638.518231.108

89.0354.181233.159198.954

1011.08966.5341438.383230.298

56.22137.3261643.542261.252

67.37644.2561848.634291.804

78.52551.151442.894257.364

角钢理论重量表 4

角钢理论重量表 4

角钢理论重量表

热轧等边角铁规格重量表/每米

角钢号数 尺寸（毫米） 截断面积

（厘米2） 理论重量

（公斤/米） 表面积

（米2/米） A×b T r

2 20 3

4 3.5 1.132

1.459 0.889

1.145 0.078

0.077

2.5 25 3

4 3.5 1.432

1.859 1.124

1.459 0.098

0.097

3.0 30 3

4 4.5 1.749

2.276 1.373

1.786 0.117

0.117

3.6 36 3

4

5 4.5 2.109

2.756

3.382 1.656

2.163

2.654 0.141

0.141

0.141

4.0 40 3

4

5 5 2.359

3.086

3.791 1.852

2.422

2.976 0.157

0.157

0.156

4.5 45 3

4

5

6 5 2.659

3.486

4.292

5.076 2.088

2.736

.369

3.985 0.177

0.177

0.176

0.176

5.0 50 3

4 5.5 2.971

3.897 2.332

3.059 0.197

0.197

5.0 50 5

6 5.5 4.803

5.688 3.770

4.465 0.196

0.196

5.6 56 3 6.0 3.343 2.624 0.221 4

5

8 4.390

5.415

8.367 3.446

4.251

6.568 0.220

0.220

0.219

6.3 63 4

5

6

8

10 7 4.978

6.143

7.288

9.515

11.657 3.907

4.822

5.721

7.469

9.151 0.248

0.248

0.247

0.247

0.246

7 70 4

5

6

7

8 8 5.570

6.875

8.160

9.424

10.667 4.372