《型钢重量》word版

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1、一).型钢重量表(1)计算通式：名称单位计算公式(mm)圆钢Kg/m0.00617×直径2方钢Kg/m0.00785×边宽2六角钢Kg/m0.00680×对边距2扁钢Kg/m0.00785×边宽×厚等边角钢Kg/m0.00795×边厚×(2×边宽–边厚)异边角钢Kg/m0.00795×边厚×(长边宽×短边宽–边厚)工字钢a型Kg/m0.07850×腹厚×[高+3.34×(腿宽–腹厚)]b型Kg/m0.07850×腹厚×[高+2.65×(腿宽–腹厚)]c型Kg/m0.07850×腹厚×[高+2.26×(腿宽–腹厚)]槽钢a型Kg/m0.07850×腹

2、厚×[高+3.26×(腿宽–腹厚)]b型Kg/m0.07850×腹厚×[高+2.44×(腿宽–腹厚)]c型Kg/m0.07850×腹厚×[高+2.24×(腿宽–腹厚)]钢管Kg/m0.24660×壁厚×(外径–壁厚)钢板Kg/m20.07850×板厚(2)圆钢直径Ф3Ф4Ф5Ф6Ф6.5Ф8Ф10Ф12Ф14Ф16Ф18Ф20Ф22Ф25Ф28Ф30Kg/m0.0550.0990.1540.2220.2600.3950.6170.8881.211.582.002.472.983.854.835.55(3)扭筋直径Фt6.5Фt8.0Фt10Фt12

3、(Ⅰ型)Фt12(Ⅱ型)Фt14Kg/m0.2320.3550.5360.7330.7681.042(4)方钢边长566.5810121416182022252830Kg/m0.1960.2360.3320.5020.7851.131.542.012.543.143.84.916.157.06(5)扁钢宽度1234567891011100.0790.1570.2360.3140.3930.4710.5500.6280.7070.7850.8649200.1570.3140.4710.6280.7850.9421.0991.2561.4131.570

4、1.727300.2360.4710.7070.9421.1781.4131.6491.8842.1202.3552.591400.3140.6280.9421.2561.5701.8842.1982.5122.8263.1403.454500.3930.7851.1781.5701.9632.3552.7483.1403.5333.9254.318600.4710.9421.4131.8842.3552.8263.2973.7684.2394.7105.181700.5501.0991.6492.1982.7483.2973.8474.3964.

5、9465.4956.045800.6281.2561.8842.5123.1403.7684.3965.0245.6526.2806.908900.7071.4132.1202.8263.5334.2394.9465.6526.3597.0657.7721000.7851.5702.3553.1403.9254.7105.4956.2807.0657.8508.635(6)板钢厚度重量厚度重量厚度重量厚度重量厚度重量厚度重量厚度重量17.8501.511.782.519.633.829.83647.101186.3516125.61.18.6351

6、.612.562.821.98431.40754.951294.2017133.51.29.4201.814.13323.554.535.33862.8013102.118141.31.259.813215.703.225.12539.25970.6514109.919149.21.410.992.217.273.527.485.543.181078.5015117.820157.0(7)铁皮号数普板锌板号数普板锌板号数普板锌板号数普板锌板84.184.270141.891.990200.9111.000260.4550.55293.803.900

7、151.711.800210.8350.930270.4160.513103.413.510161.521.610220.7580.855280.3780.475113.033.130171.361.460230.6820.778290.3420.437122.652.742181.221.310240.6060.700300.3040.399132.282.370191.061.155250.5300.627310.2660.361(8)轧花板2.533.544.555.5678菱形纹21.625.629.533.437.342.346.250.

8、159.066.8扁豆纹22.626.630.534.438.342.346.250.158.065.8(9)等边角钢钢号