钢材理论重量计算简式表

78.5

1.373

2.422

2.422

3.77 0.395 0.395 0.617 0.617 0.888 8.045

理重规格理重规格理重3.925

2.522.610*100.785h b a 5.888

326.612*12 1.13C808040156.28

3.530.514*14 1.54C10010050157.85

434.416*16 2.01C12012050209.42

4.538.318*18 2.54C120120602011.78

542.320*20 3.14C140140602015.7

650.125*25 4.91C160160702019.63

865.830*307.06C1801807023.55

C2002007031.4

C2202207039.25

C24024010047.1

C26026010062.8

C28028010078.5

C300300100

94.2

109.90

171.962

87.614

C 型钢热 板

花纹板型号尺 寸(mm)方 钢

截面积理论重量t

cm2kg/m 高度腿宽腰厚2

3.74 2.7255037

4.5

5.4382.5

5.23 4.11

6.36340 4.8 6.6342.5

5.98 4.78804358.0453

7.65 6.011010048 5.310.0073

8.25 6.4812.612653 5.512.31839.457.4214#a

14058614.5358.6414#b

14060816.7339.1216#a

16063 6.517.249.616#b

160658.519.75411.5218#a

18068720.1741218#b

1807092312.4820#a

20073722.63712.9620#b

20075925.77722#a

22077724.99922#b

22079928.45325#a

25078727.4125#b

25080931.33525#c

250821135.2628#a

280827.531.42728#b

280849.535.82328#c

2808611.540.21932#a

32088838.08332#b

320901043.10732#c

320921248.13136#a

36096947.81436#b

360981153.46636#c

3601001359.11840#a

4001001058.92840#b

40010212.565.20840#c 40010414.571.488高度腿宽腰厚6.5

6540 4.3 6.70912

12053 5.512.05924a

24078726.8624b

24080930.62824c

240821134.39627a 270827.530.838

型钢

规格型号尺寸(mm)

理论重量规格型号

尺寸理论重量计算公式：w(kg/m)=0.00785*腰厚*[高+e*(腿宽-腰厚）]热轧普通槽钢尺寸及重量