钢材理论重量表.pdf

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1、钢材理论重量表米板类：公斤/平方米圆钢螺纹槽钢焊管镀锌管角钢扁钢钢规规规理重规格理重理重理重规格理重规格理重格格格6.50.265#5.438151.26151.3325*25*31.1243*160.3880.3956.5#6.709201.63201.7330*30*31.3734*160.50100.6178#8.045252.42252.5740*40*42.4223*200.47120.88810#10.007323.13323.3250*50*53.774*200.63141.2112#12.059403.84404.0763*63*65.72

2、14*250.78161.5814a#14.535504.88505.1770*70*77.3983*300.7118214b#16.733656.64657.0475*75*89.034*401.26202.4716a#17.24808.34808.8475*50*65.6996*401.88222.9816#19.75210010.8510011.580*80*89.6585*501.96253.8518a#20.17412515.0412515.9490*90*79.6568*503.14284.8318#2315017.8115018.8890*9

3、0*912.7176*602.83326.3120a#22.63720026.3888*805.0220#25.7778*1006.2822#28.45310*1007.8525b#31.33528#35.82330#39.173热板花纹板方钢工字钢镀锌扁钢电线管镀锌规规规格理重理重规格理重规格理重规格理重理重规格格格0.53.9252.522.610*100.78510#11.26125*40.827150.62540*40.755.888326.612*121.1312#13.9830*30.753200.76650*50.86.283.530.514

4、*141.5414#16.8940*41.325251.04817.85434.416*162.0116#20.516321.3291.29.424.538.318*182.5418#24.143401.6111.511.78542.320*203.1420b#31.069502.407215.7650.125*254.9122b#36.5242.519.63865.830*307.0625b#42.03323.5528b#47.888431.430b#48.084539.25647.1862.81078.51294.214109.9钢材理论重量计算公式名

5、称计算公式符号意义圆钢、盘条(kg/m)W=0.006165*d*dd=直径mm直径10mm的圆钢，重量=0.006165×1螺纹钢W=0.00617*d*dd=断面直径mm断面直径为12mm的(kg/m)重量。每m的=0.00617×12×12方钢W=0.00785*a*aa=边宽mm边宽20mm的方钢，(kg/m)m的重量扁钢W=0.00785*b*dd=厚mmb=边边宽40mm，厚5mm(kg/m)宽mm重量。每m的=0.00785×40×5=六角钢W=0.006798*s*ss=对边距离mm对边距离50mm六(kg/m)每m重量八角钢W=0.006

6、5*s*ss=对边距离mm对边距离80mm的八(kg/m)量。每m=0.0065×80×80=等边角钢W=0.00785*[d(2b-b=边宽R=内求20mm×4mm等边(kg/m)d)+0.215(R*R-2r*r)]弧半径d=边从冶金产品目录中厚r=端弧半边角钢的R为3.5，径量=0.00785×[4×4）+0.215×（3.52×1.2×1.2）]=1不等边角钢(kg/m)W=0.00785*[d(B+b-B=长边宽b=求30mm×20mm×4d)+0.215(R*R-2r*r)]短边宽m重量。从冶金产品D=边30mm×20mm×4mm等厚3.5，r

7、为1.2。则每r=端弧半径=0.00785×[4×（R=内弧半径4）+0.215×（3.52×1.2×1.2）]=1槽钢W=0.00785×[hd+2t(b-h=高求80mm×43mm×5(kg/m)d)+0.349(R*R-r*r)]d=腰量。从冶金产品目厚8、R为8、r为4。则b=腿长=0.00785×[80×5R=内弧半径5）+0.349×（8×t=平均腿厚工字钢W=0.00785×[hd+2t(b-h=高求250mm×118mm×(kg/m)d)+0.615(R*R-r*r)]d=腰重量。从冶金产品厚13、R为10、r为5，b=腿长=0.00785

8、×[250×R=内弧半径10）+0.615×（10t=平均腿厚钢板