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1、.金属材料理论重量表JINSHUCAILIAOLILUNZHONGLIANGBIAO..2006年1月编制黑色金属材料理论重量计算公式表1名称单位计算公式附注圆钢、盘条㎏/mW=0.006165×d2d=直径(㎜)螺纹钢㎏/mW=0.00617×d2d=断面直径(㎜)方钢㎏/mW=0.00785×d2d=边宽(㎜)扁钢㎏/mW=0.00785×d×bd=边宽(㎜)b=厚(㎜)六角钢㎏/mW=0.006798×d2d=对边距离(㎜)八角钢㎏/mW=0.0065×d2d=对边距离(㎜)等边角钢㎏/mW=0.00785×[d×(2b-d)+0.215(R2-2r2)]b=边宽
2、d=边厚R=内弧半径r=端弧半径不等边角钢㎏/mW=0.00785×[d(B+b-d)+0.215(R2-2r2)]B=长边宽b=短边宽d=边厚R=内弧半径r=端弧半径槽钢㎏/mW=0.00785×[hd+2t(b-d)+0.349(R2-r2)]H=高b=腿长d=腰厚t=平均腿长R=内弧半径r=端弧半径工字钢㎏/mW=0.00785×[hd+2t(b-d)+0.8584(R2-r2)]H=高b=腿长d=腰厚t=平均腿长R=内弧半径r=端弧半径..钢板㎏/㎡W=7.85×bb=厚钢管(无缝及焊接钢管)㎏/mW=0.02466×S(D-S)D=外径S=壁厚注:由于型材在制
3、造过程中有允许偏差值,因此用公式计算的理论重量,与实际重量有一定的出入(误差一般约为0.2~0.7%之间),只能作为估算时的参考。槽钢理论重量表型号尺寸(mm)理论重量(kg/m)备注高度(h)腿宽度(b)腰厚度(d)6.363404.86.7098804358.04510100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a180687.020.17418180709.023.00020a20073722.63720200759
4、25.777..22a22077724.9992222079928.45324a240787.026.86024b240809.030.62824c2408211.034.39625a25080727.41025b25082931.33525c250821135.26027a270827.530.83827b270849.535.07727c2708611.539.31628a280827.531.42728b280849.535.82328c2808611.540.21930a300857.534.46330b300879.539.17330c3008911.543.
5、88332a32088838.08332b320901043.10732c320921248.13136a36096947.81436b360981153.466..36c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488圆钢直径和方钢边长及理论重量表表1-1圆钢直径d方钢边长a(㎜)理论重量(㎏/m)圆钢直径d方钢边长a(㎜)理论重量(㎏/m)圆钢直径d方钢边长a(㎜)理论重量(㎏/m)圆钢方钢圆钢方钢圆钢方钢5.50.1860.237*274.495.72*6828.5136
6、.3060.2220.238284.836.157030.2138.476.50.2600.332*295.186.607534.8644.1670.3020.385305.557.068039.4650.2480.3950.502*315.937.548544.5556.7290.4990.636326.318.049049.9463.5910*336.718.559555.64..0.6170.78570.85*110.7460.950347.139.0710061.6578.50120.8881.13*357.559.6210568.9786.50131.0431
7、.3336363611074.6095.00141.2091.54388.9011.2411581.5104151.3881.77409.8712.5612088.78113161.582.014210.8713.8512596.33123171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.84154192.2272.825015.4219.63150138.72177202.4683.145317.3022.10160157.83201212.723.46*5
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