(完整版)常用钢材重量计算器

各种钢材理论重量计算公式圆钢：每米重量（千克）=0.00617♦直径*直径方钢：每米重量（千克）=0.00785★边宽*边宽六角钢：每米重量（千克）=0.0068♦对边距离*对边距离八角钢：每米重量（千克）=0.0065♦对边距离*对边距离螺纹钢：每米重量（千克）=0.00617*直径*直径角钢：每米重量（千克）=0.00785*（边宽+边宽-边厚）*边厚不等边角钢；每米重量=0.00785x边厚（长边宽+短边宽-边厚）扁钢：每米重量（千克）=0.00785*厚度*边宽无缝钢管：每米重量（千克）=0.02466♦壁厚*（外径-壁厚）接缝钢管每米重量（千克）=0.02466.壁厚*（外径-壁厚）中用钢板：每米重量（千克）=7.85*厚度薄钢板：每米重量（千克）=7.85♦厚度黄铜管：每米重量=0.02670*壁厚*（外径-壁厚）紫铜管：每米重量=0.02796*壁厚*（外径-壁厚）铝花纹板：每平方米重量=2.96♦厚度方管；每米重量=（边长+边长）x2x厚x0.00785工字钢；每米重量=0.00785x腰厚［高+f（腿宽-腰厚）］槽钢；每米重量=0.00785x腰厚［高+e（腿宽-腰厚）］有色金属比重：紫铜板8.9黄铜板8.5锌板7.2铅板11.37有色金属板材的计算每平方米重量=比重*厚度常用钢材重量计算器•钢板;・计算公式；W=A*B*0*R/1000/1000(Kg/m)s=(m2)A一长B一宽中一厚R一材料比重钢板参数选择特性值类型规格长3000参数宽2000特截面积；m2厚度10数输入量1性 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 面积；6m2/m材料比重R7.93重量加增减减理论计算结果;总重；475.80Kg常用材重量计算器•钢管；・计算公式;W=(D-f)#*3.1416*R/1000S=3.1416*(D-f)#/106(m2)无健钢管理论外径(Kg/m)32D—外径，一壁厚R一材料比重钢管参数选择3842类型规格外径133参数壁厚5/mm数输入量1/m材料比重R7.85重量加增减减理论计算结果；特截面积；肝性表面积；0m2总重；15.78Kg特性值455054576063.5687073768910813315921927332535537742645048053063033544・555,566.572.1462.462.7623.0523.3293.5943.8474.0884.322.5892.9783.3543.7184.0694.4084.7355.0495.352.8853.3233.7494.1624.5624.9515.3275.6916.043.1073.5824.0444.4954.9325.3585.7716.1726.563.4774.0144.5385.0495.5496.0366.5116.9737.4233.7734.3594.9325.4936.0426.5787.1037.6148.1143.9954.6185.2285.8266.4126.937.5468.0958.6324.2174.8775.5246.1596.7827.3927.998.5769.1494.4765.1795.8696.5487.2147.8678.5089.1379.7544.8095.5676.3137.0477.7688.4779.1749.85810.534.9575.746.5117.2698.0158.7499.4710.17910.8765.1795.9996.8077.6028.3859.1569.91410.6611.3945.4016.2587.1037.9358.7559.56310.35811.14111.9127.388.3859.37810.35811.32612.28113.22514.1569.0210.25911.48612.70113.90315.09316.2717.43612.72514.26115.78317.29418.79220.27821.75115.2917.14618.98920.82122.63924.44626.2421.20923.80526.38828.95931.51734.06436.59842.6445.9251.05654.89755.86560.07659.39163.87367.24672.33271.09376.47575.90281.65483.91790.28699.947107.549壁厚885910128.2868.6999.19.0759.5389.999.66710.16710.6510.25910.79611.3210.9511.52912.111.83812.47313.0912.23212.89213.53914.79717.16412.82413.52114.20515.53718.05213.41614.1514.87116.27718.9415.98116.87517.75619.48322.78719.72920.85821.97324.16828.4124.66226.09827.52230.33435.80929.79131.54833.29336.74643.50341.62944.12646.6151.54361.25952.28355.44558.59664.8677.2462.54266.34670.13777.68492.62968.4672.63476.79685.082101.50772.80177.24681.67990.508108.01882.46887.51892.555102.592122.51987.20392.54997.882108.511129.62193.12298.837104.54115.909138.499102.987109.319115.638128.24153.296122.716130.281137.833152.902182.89□方管理论重量型号理论重量(kg/m)20*20*1.20.7525*25*1.20.9440*40*22.2940*40*2.53.0240*40*44.6850*50*2.53.8150*50*34.4450*50*45.7460*60*2.54.5260*60*35.3860*60*47.0270*70*48.2270*70*510.280*80*49.9680*80*613.85100*100*411.65100*100*823120*120*414.16160*160*4.519.2220*80*627.1型号理论重色（kg/m50*30*2.53.0250*30*33.650*32*22.250*35*2.53.3255*38*22.860*40*2.53.8160*40*34.4460*40*45.7470*50*47.0280*60*37.0980*60*48.2280*60*510.2590*40*2.55.1990*60*510.47100*60*37.3100*60*49.16100*60*511.53100*60*4.514.41160*80*4.515.84常用钢材重量计算器总重；104.20Kg常用钢材重量计算器总重；104.20Kg•圆钢；・计算公式；W=(d/2)2*3.1416*R/1000(Kg/m)S=3.1416(d/2)7106(m2)d-直径，R-材料比重圆钢参数选择类型规格特截面积；0.01327326(m2)参数130m性表面积；0.01327326(nf)输入鲁1材料比重7.85重量加增减减理论计算结果；常用钢材重量计算器常用钢材重量计算器•方钢；•计算公式；W=a:*R/1000(Kg/m)S=a7106(m2)Kg理论计算结果;a—边长R—材料比重方钢参数选择特性类型规格边参数长100特截面积；/mir数输入量2性表面积；材料比重R7.85重量加增减减值0.01m20.02m2总重157•扁钢；・计算公式；W=Bd*R/1000(Kg/m)S=Bd/106(m2)B—宽度d--厚度R—材料比重扁钢参数选择类型规格宽度60参数厚度9/mm数输入量1/m材料比重R7.85重量加增减减理论计算结果；特截面积；0.00054m2性表面积；0.00054nf总重；4.24Kg•热轧工字钢；型号・计算公式；W=R*算公f(b-d)]/1000(Kg/m)s=(肝)10b一腿高d一厚度h—高度R—材料比重12.6扁钢参数选择特性值14类型规格161820a参数理论单重33特截面积；mJ20b22a数22b输入量1性表面积；m225a/m25b材料比重R7.9328a重量加28b增减减32a理论计算结果；总重；33.34Kg32b32c36a36b36c理论单重(kg/m)尺寸/mm型号理论单重(kg/m)尺寸/mm高度腿高腰厚高度腿高11.261100684.540a67.59840014214.22312674540b73.87840014416.89140805.540c80.15840014620.51316088645a80.4245015024.143180946.545b87.48545015227.929200100745c94.5545015431.069200102950a93.65450015833.072201107.550b101.50450016036.5242201129.550c109.35450016238.105250116856a106.31656016642.032501181056b115.10856016843.4922801228.556c123.956017047.88828012410.563a121.40763017652.7173201309.563b131.29863017857.74132013211.563c141.18963018062.76532013413.560.0373601361065.6893601381271.34136014014腰厚10.512.514.511.513.515.512141612.514.516.5131517常用钢材重量计算器常用钢材重量计算器•热轧等边角钢；•计算公式；W=d(2b-d)*R/1000(Kg/m)S=（nV）b一边宽d一边厚等边角钢参数选择特性值参数厚度/mm数输入量/m材料比重R重量加增减减规格16012特截面积;1性表面积;7.85m2m2理论计算结果;总重；29.36Kg2。故重量公司中乘了一个偏差系数1.012。・热轧不等边角钢；•计算公式；W=d(B+b-d)*R/1000(Kg/m)S二(nV)B--长边宽b一短边宽d一边用.等边角钢参数选择特性值类型规格参数长边宽短边宽厚度/mm16010010特截面积；m2数输入量1性表面积；m2/m材料比重R7.85重量增减加减理论计算结果；总重；19.86Kg等边角钢型号2尺寸(bxd)20x3理论重量(Kg/m)0.889型号7尺寸(bxd)70x4理论重量(Kg/m)4.372型号1120x41.14570x55.3972.525x31.12470x66.40625x41.45970x77.398330x31.37370x88.37330x41.7687.575x55.81812.53.636x31.65675x66.90536x42.16375x77.97636x52.65475x89.03440x31.85275x1011.0891440x42.422880x56.21140x52.97680x67.3764.545x32.08880x78.52545x42.73680x89.6581645x53.36980x1011.87445x63.985990x68.35550x32.33290x79.65650x43.05990x810.9461850x53.77090x1013.47650x64.46590x1215.945.656x32.62410100x69.36656x43.446100x710.8032056x54.251100x812.27656x86.568100x1015.1216.363x43.907100x1217.89863x54.822100x1420.61163x65.721100x1623.25763x87.46963x109.151不等边角钢的尺寸及质量型号尺寸(mm)理论重量(Kg/m)型号尺寸(bxd)理论重量(Kg/m)型号2.5/1.625/16X30.9127.5/575/50X54.80812.5/825/16X41.176X65.6993.2/232/20X31.171X87.43132/20X41.522xio9.0984/2.540/25X31.4848/580/50x55.00514/940/25X41.936X65.9354.5/2.845/28X31.687X76.84845/28X42.203X87.7455/3.250/32X31.9089/5.690/56x55.66116/1050/32X42.494X66.7175.6/3.656/36X32.153X77.75656/36X42.818X88.779X53.46610/6.3100/63x67.5518/116.3/463/40X43.185X78.722X53.920X89.878X64.638xio12.142X75.33910/8100/80x68.3520/12.57/4.570/45X43.570X79.656X54.403X810.946X65.218xio13.476X76.01111/7110/70x68.350X79.656X810.946xio13.476尺寸理论重量(bxd)(Kg/m)110x711.928110x813.532110x1016.690110x1219.782110x1422.809125x815.504125x1019.133125x1222.696125x1426.193140x1021.488140x1225.522140x1429.490140x1633.939160x1024.729160x1229.391160x1433.987160x1638.518180x1233.159180x1438.383180x1643.542180x1848.634200x1442.894200x1648.680200x1854.401200x2060.056200x2471.168尺寸(bxd)125/80x7理论重量(Kg/m)11.066X812.551xio15.474X1218.330140/90x814.160xio17.475X1220.724X1423.908160/100x1019.872X1223.592X1427.247X1630.835180/110x1022.273X1226.464X1430.589X1634.649200/125x1229.761X1434.436X1639.045X1843.588常用钢材重量计算器口花纹钢板•花纹钢板;•计算公式;花纹钢板参数选择理论单重21.6截面积;表面积;输入7.85厚度(mm)理论计算结果;总重;21.60Kg理论重量表理论重量（kg/m2）菱形扁豆形圆豆形21.621.321.125.624.424.329.528.428.333.432.432.337.336.436.242.340.540.246.244.344.150.148.448.15952.652.466.856.456.21•热轧槽钢;•计算公式;型号槽钢参数选择特性值10类型规格12.614a14b参数理论单重38.083特截面积；m216a16数18a输入量2性表面积；m218/m20a材料比重R7.8520重量加22a增减减22理论计算结果；总重；76.17Kg25a6.3A——长825b25c(Kg/m)(m2)B―宽$一厚R―材料比重理论单重(kg/m)尺寸/mm高度腿高腰厚5.43850374.56.63463404.88.0458043510.007100485.312.318126535.514.53514058616.73314060817.24160636.519.754160658.520.17418068723.00118070922.63720073725.77720075924.99922077728.45322079927.4125078731.33525080935.262508211型号理论单重(kg/m)尺寸/mm高度腿高28a31.4272808228b35.8232808428c40.2192808632a38.0833208832b43.1073209032c48.1313209236a47.8143609636b53.1663609836c59.11836010040a58.92840010040b65.20840010240c71.488400104腰厚7.59.55810129111310514.5