钢材理论重量换算表

钢材理论重量换算表
钢材理论重量换算表

钢材库理论重圆钢φ6.5=0.26Φ8=0.395Φ10=0.617Φ12=0.888Φ22=2.98Φ24=3.55Φ26=4.17Φ28=4.83

Φ40=9.87Φ45=12.48Φ50=15.4Φ55=15.4

Φ80=39.46Φ85=44.55Φ90=49.94Φ95=55.64

Φ140=120.84Φ150=138.72Φ160=157.83Φ170=178.18

Φ240=355.13Φ250=385.34

扁铁20×4=0.6325×3=0.5930×3=0.7140×4=1.26 75×7=4.1275×8=4.7180×6=3.7780×8=5.02

角铁25×3=1.12425×4=1.45930×3=137330×4=1.786 56×5=4.25163×6=5.72170×7=7.39880×8=9.658

槽钢#6.5=6.7#8=8.04#10=10#12=12.06 #18甲=20.17#18乙=22.99#20甲=22.63#20乙=25.77

#30乙=39.16

炉管10×2=0.39512×2=0.49314×2=0.59216×2=0.691

无缝管22×2.5=1.225×2.5=1.3925×3=1.6328×1.5=0.98 38×4.5=3.7238×5=4.0742×4=3.7551×3.5=4.1

76×3.5=6.2676×4=7.176×6=10.3676×11=17.63

159×5=18.99159×6=22.64219×8=41.63219×10=51.54

426×10=102.59480×11=127.22480×12=139.49630×8=122.7

接缝管1∕8″=0.391∕4″=0.623∕8″=0.821∕2″=1.25

焊管2″=4.88 2 1∕2″=6.643″=8.34

中板0.2=1.570.25=1.9630.3=2.3550.35=2.748

0.7=5.4950.75=5.8880.8=6.2801=7.850

3=23.55 3.5=27.484=31.4 4.5=35.33

10=78.512=94.214=109.916=125.6

25=196.328=219.830=235.532=251.2

42=329.746=361.148=376.850=392.5

60=47180=62890=706.5100=785

花纹板∫4=34.4∫5=42.3∫6=50.1∫8=65.96

螺纹圆钢φ12=0.888φ14=1.21φ16=1.58φ18=2

铁丝#8=4#10=3.5#12=2.5#14=2.3

备注;镀锌管按接缝管重量×1.06 不锈钢重量按无缝管重量×1.1

紫铜棒每米重量=0.006986×直径×直径

黄铜棒每米重量=00.00668×直径×直径

钢材库理论重量换算表

Φ14=1.21Φ16=1.58Φ18=2Φ20=2.47

Φ30=5.55Φ32=6.31Φ35=7.55Φ38=8.90

Φ60=22.19Φ65=26.05Φ70=30.21Φ75=34.88

Φ100=61.65Φ110=74.60Φ120=88.78Φ130=104.2

Φ180=199.76Φ190=222.57Φ200=246.62Φ220=298.4

50×5=1.9660×6=2.8363×6=2.9770×6=3.30

90×8=5.65100×10=7.85

40×4=2.42245×4=2.73650×4=3.05950×5=3.770

100×10=15.1

#14甲=14.53#14乙=16.73#16甲=17.23#16乙=19.74

#22甲=24.99#22乙=28.45#24乙=30.62#28乙=35.81

16×2.5=0.83218×2=0.78918×2.5=2.96520×2.5=1.078

28×3=1.8528×4=2.3731.8×4=2.7632×4=2.76

51×4.5=5.1657×4=5.2360×5=6.7860×6=7.99

89×4.5=9.38108×4.5=11.49108×5=12.7133×5=15.78

273×10=64.86325×9=70.13325×10=77.68377×10=90.51

630×11=167.91

3∕4″=1.631″=2.42 1 1∕4″=3.13 1 1∕2″=3.84

0.4=3.140.45=3.5330.5=3.9250.6=4.71

1.2=942 1.5=11.782=15.7

2.5=19.63

5=39.256=47.17=54.958=62.8

18=141.320=15722=172.724=188.4

34=266.936=287.638=298.340=314

52=408..254=423.956=439.658=455.3

φ20=2.47φ22=2.98φ25=3.85φ28=4.83

#16=2.2#18=1.6#20=0.9#22=0.7

按公斤∕米计算

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